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404 Rocky Grove Ln 17-1942; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT _ STATEMENT NUMBER: 17100004 DATE: July 06, 2017 3 -1 /3 1qBUILDINGAPPLICATION #: 17-10000417 BUILDING PERMIT NUMBER: 17-10000417 3 d UNIT ADDRESS: ROCKY GROVE LN 404 21-19-30-510-0000-2970 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: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 404 ROCKY GROVE LANE THORNBROOKE PH 4 LOT 297 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00FIRERESCUE LIBRARY CO -WIDE ORD . 00 Single Family Housing 54.00 1.000 dwl unit 54.00SCHOOLSCO -WIDE ORD PARKS N/ SSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 RECEIVESTATEMD h 5 SIGNATURE: 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 NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. (, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, Q TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN 14USTIMEETTTHEFRE UIREMENTSROFCTHE OUNTYTHLANDEDEVELLOPMENTECODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REEUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STRE 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 fOP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. Parcel IDNumber:2t-19-30-5jq-OOOO-2Q7 0 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. GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. E949 Ps 63 (1P9s) CLERK'S * 2017069102 RECORDED 07/07/2017 03:24:;3- PM RECORDING FEES $10.00 RECORDED BY hdevore 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 24? '? Legal Description : Thornbrooke Phase, according to the plat thereof, as recorded in Plat Book $( PageV:12fof the public records of Seminole County, Florida. Addresses : C 1 a4f"—a rd FL 2. General description of improvements : Single Family Home 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(1)(b), Florida Statutes. N.A. 10. Expiration date of notice Qf 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. I I. Date Signed : Signature of Owner's Agent: Jp6in Asa Wright Taylor Morrison of Florid Sworn to and subscribed before me this by John Asa Wright who is personally known to me. Notary Public DA Clark IQ CPS e My commission expires: 6/27/19 Serial NoCiF ,209108,. E .; ANI ,vfA;C•, o nature: # m eal: CIF .'* ;i- " Cup? COURT _`'-.,, A: ITS 07 2017NY, FLORIDA 'ANL By DEPUTY CU.99 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit# 7- t447- BuILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / 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 Address: Al"'J Qni P j "Avt ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: II — JQ1- Documented Construction Value: S i1E37 3 • ° Job Address: a '1 'r - L4 P-t, Historic District: Yes No X Parcel ID: 2/-19-30- 510-0000-)L470 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: a?RI Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphnej2PermitsPermitsPermits.com 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/ Eng 1 neer Information Name: Phone: Street: Fax: n City, St, Zip: E-mail: 13 Bonding Company: N/A Mortgage Lender: N/A r'1 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 C RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN I 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: 51° 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 [CC 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 compliance with all applicable laws regulating construction and zoning. Signatu f Owner/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's N Signature of Notary of Florida Date D. A. CLARK MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 f or a A' Ballad ThM eL*t Notary Struts Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID Si re of Contractor/Agent t JOHN ASA WRIGHT Print Contract t' Name Signature o Notary -State of Florida to ter .. % D. A CLARK MY COMMISSION I FF 209108AEXPIRES: June 27, 2019 re oBonded Thru llmtel Notary Smk,, Contractor/Agent is YES 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: Occupancy Use: Flood Zone: X-5EC A-IcIr ; cHED Total Sq Ft of Bldg: 3Min. Occupancy Load: l # of Stories: # ' L New Construction: Electric - # of Amps 2co Plumbing - # of Fixtures as Fire Sprinkler Permit: Yes No 0 # of Heads Fire Alarm Permit: Yes No 0 APPROVALS: ZONINCJ52 8 UTILITIES: WASTEWATER: ENGINEERING: *-ArtC- i 3'ZOII FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. BUILDING: SF' %- 7- 0 Revised: June 30, 2015 Permit Application SCPA Parcel View: 21-19-30-510-0000-2970 http://parceidetaii.scpaf .org/ParceiDetailinfo.aspx?PID=2119305100... Property Record Card Parcel: 21-1a3o-510-0000-2e7o Owner. TAYLOR MORRISON OF FL INC esr++aaoourmcwasox Property Address: FL Parcel Information Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 26.050 0 Land Value Ag 0 Just/Markat Value " 26.050 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 26.050 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 297 THORNBROOKE PHASE 4 PB 81 PGS 70-71 _— Taxes Taxing Authority Assessment value Exempt values Taxable Value County General Fund 26.050 s0 26,050 Schools 26.050 0 26,050 City Sanford 26.050 0 26,050 SJWM(Saint Johns Water Management) 26.050 0 26,050 County Bonds 26.050 s0 26.050 Sales Description Date Book Page Amount Qualified VacAmp No Sales wnparable Sales j Building Information i- - - - -- --- - - - -- - - - - -- Permits Permit 0 Description Agency Amount CO Data Permit Date 1 o172 6/22/17, 1:10 PM 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: 404 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2970 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition 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) OFF CIAL US' ONLY 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: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP#17-1942 Reviewed by: Michael Cash, CFM Date: July 3, 2017 If)),,, Application for Right -of -Way Use for Driveway, Walkway & LandscapeP,_ 0 R,O R Department of Planning & Development Services1877 300 North Park Avenue, Sanford, Florida 32771www.••nrordn.gov 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 pan of this permit. It does not approve any work within any other jurisdiction's 4 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. 71fd tl 41W 40 T al) - w. Cellhaa.,00dtg 1. Project Locatlon/Address: ` _4Yrel LIQ I.—R, 2. Proposed Activity: Driveway F1Walkway Other: 3. Schedule of Work: Start Date cC oompletion Date El Emergency Repairs a^^ 4. Brief Description of Work: lyEWAv sueAWMal "? This application is submitted by: Prop atowrt //11/ L. f!f//WOo Signature: Print Name: Address: ISI WaM#A& 4M / AQ Jq, 'fs Phone: 4%M716Q40 Faxr oluohneCJ i ifY Date: t•l^/7 v Maintenance Responsibilitieslindemnifrcat.ion The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/ improvement fully 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-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and. If necessary, rile a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its oouncdpersons, 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 costs of defense, settlement, and reasonable attomeys 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 City' s right-of-way. I have read and understand the above statement and by signing this application 1 agree to its terms. I hereby understand and a W to pay all city fees related to this application as required by the city's adopted Fee Resolution Signature: Date: 10 d d- — iY This permit shall be posted on the site during construction. Please call 407.688.6080. Ext. $401. 24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: I 1 ii•' Ys «> n. Ya. • I iJse'}flY si G ri t•.>..:.... c.:::a_.:..t:::.::• :r.. •.)YY..t::r...: ••: }•..s..: ::•ii:. ter.: ..: a::. _a. ::Y':^ t ...... ... ,.. .c,: . r.. .. .., ... }.. ..}:. ..:. i :: : i....: •' .t}-' xii:i:i::ii :r:rx.:s: ,•:a:iii>;w n': .. :$':. :: ".:. r :r vi, «Y.: .lAi :,wiv.:i Y}:'iu Y.Y,i;.Y:... n.,..: >.......:, h........) :.•:. n. ... }:.h^.. Sfr Iiphon No.;:.. .,,: •• r............... ..... . r.r. •:.:::.::.. ` .:i.' f:h::i :.%:.Yu:>,-; w.r.Y::.:: •;:;,:' qPPr ")• , ... r <'.:. •.. :.:;, .,.nn•: h Fee.: s : i ^::.: n..n:• }x:.:..:.:: !.':,:)..: kY.......,y.,.. q.. ;...«n«n .,, «...: ...................:rrr.%::: h::: n '':iD ro r. r••.:»••r •. ,hw .x•rr,r ;. ... ....;. ,«. r.,. rai Ret :•:: r .:.. ..r Yi:. .,•, ? -, , ,. v,,.: $w,H14t w'.{hY 4i •.1 Y a,%"vL:YL.'. 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Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Thornbrooke Single Address:. 4 04 1 Lots in Phases 4 and 5 1 This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford as the basis for issuance of Permit No. for the following work: construction of Single -family home unit in Thornbrooke Phases 4 and 5. Taylor Morrison of Florida, Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, comprehensive plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the single-family homes in Thornbrooke phases 4 and 5 until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of single -family townhome unit in Thornbrooke phase 4 and5 for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors, and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. 5 gnatureZ C:, Printed Name Owner 1 Brian Brunhofer President, Taylor Morrison of Florida, Inc. STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this _&Z-dati4l , 2017, by Brian Brunhofer as President for11Taidor Morrison of Florida, Inc. who is per me. a 1a40 Notary Publi taAVte Flor' a, OF OM : o Print Name: :;A i9 '. 6trgeddia .` My Comm ission Expires: ',9f'•. •Aosofmtk•••.•• RFCORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot297ThombrookeDaphenelllAGRE Builder Name: TAYLOR MQRRIS N HOMES SAn WVstreet: y0y 0 (a t ort Permit Office: City, State, Zip: FL , $44 vvQ Permit Number:#17 _ ' 9 UIVV,,,;,o 2yOwner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2805.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1453.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1453.00 ftz 6. Conditioned floor area above grade (ft') 2600 b. N/A R= ft° Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R W 7. Windows(378.5 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 a. U-Factor: Dbl, U=0.34 306.48 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems k8tu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16 00 b. Central Unit 18.0 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: b. Electric Heat Pump 17.5 HSPF:8.50 Area Weighted Average Overhang Depth: 6.459 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2600.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1147.00 ft° None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.146 Total Proposed Modified Loads: 66.87 PASSTotalBaselineLoads: 74.80 1 hereby certify that the plans and specifications covered by Review of the plans and gE18 S7,g2, this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance O o ,_; ` FO OwiththeFloridaEnergyCode. u,,,.: PREPARED BY: Before construction is completed a DATE: 2/28/_17 this building will be inspected for V y compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNERIAGENT: COO WE'J BUILDING OFFICIAL: DATE: ! DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot297Thornbrooke0aphenell Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2600 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME 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 1453 13512.9 2 Block2 1147 10323 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1453 13512.9 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1147 10323 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 130.9 ft 0 1453 ft' 0 0 1 2 Floor Over Other Space 2nd Floor --- -_- 1147 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 1625 ft' 364 ft° Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1453 ft° N N 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 30 Blown 1453 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall Type Spate R-Value-Et-In_Ft-In Area-R>Value_Eraction-Absor._Grade%_ 1 N Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 18 0 9 4 168.0 fl' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1s( Floor 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 22 0 9 4 205.3 ft' 0 023 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood 1st Floor None 25 3 8 24 ft' 2 Wood 1 st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 2 n 2 Metal Low-E Double Yes 0.34 0.31 16.3 ft' 1 ft 0 in 11 118 in None None 3 n 2 Metal Low-E Double Yes 0.34 0.31 19.4 ft' 1 ft 0 in 11 ft 8 in None None 4 e 3 Metal Low-E Double Yes 0.34 0.31 10.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 5 e 3 Metal Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 6 e 4 Metal Low-E Double Yes 0.34 031 38.9 ft2 9 ft 0 in 0 It 8 in None None 7 e 4 Metal Low-E Double Yes 0.34 0.31 8.0 ft2 9 It 0 in 0 ft 8 in None None 8 S 6 Metal Low-E Double Yes 0.34 0.31 19.5 ft' 1 ft 0 in 11 ft 8 in None None 9 w 7 Metal Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 10 w 7 Metal Low-E Double Yes 0.34 0.31 22.2 ft' 1 ft 0 in 1 ft 6 in None None 11 w 8 Metal Low-E Double Yes 0.34 0.31 97.1 ft' 11 ft 0 in 0 ft 0 in None None 12 W 8 Metal Low-E Double Yes 0.58 0.32 72.0 ft' 11 ft 0 in 0 It 0 in None None 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 477 fl' 384 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1986.3 109.05 20508 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF:9 21.8 kBtu/hr 1 HSPF:8.5 17 5 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 18 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM 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 FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fP DUCTS Supply --- Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 290.6 ft Attic 6 229.4 ft Attic 2nd Floor 72.65 ft Default Leakage Garage (Default) (Default) 57.35 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat. Y Ceiling Fans: CoolingJan HealinJan Feb Feb Mar X] Mar r prj j May jXj May [ Jun Jun X Jul 4jJulX AugX j Au[ Se j Sep j Oct E ] Oct j Nov X) Nov Dec Xj Dec Ventln Jan Feb XX]] Mar X] r May [ Jun Jul Aug Se X] 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 Healing ( 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 2/ 28/2017 10:35 AM EnergyGauge® 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* = 89 The lower the EnergyPerformance Index, the more efficient the home. FL, 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=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=4.1 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=30.0 2600 b. N/A R= Area c. N/A R= 306.48 ft° 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft° ft' ft' 6.459 ft. 0.312 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' b. Floor Over Other Space R=0.0 1147.00 ft' c. N/A R= ft' 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 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 complipl features. / Builder Signature: W Date: Address of New Home: q6( R2 6 pzv<- la P-e, City/FL Zip: Area 1377.00 ft° 1222.70 ft' 205.33 ft° ft° Area 1453.00 ft' ft' ft° R ft' 6 290.6 6 229.4 kBtu/hr Efficiency 25.2 SEER:16.00 18.0 SEER:16.00 kBtu/hr Efficiency 21.8 HSPF:9.00 17.5 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat j •(14E ST- p yam+ iiii 'r • i Sao°a Ce a e WE J 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. 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report wMa-MCMUNITOMM Zone 1 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 Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 17550 Btuh Latent gain: 2385 Btuh Total gain: 19935 Btuh Estimated airflow: 840 cfm Job: Lot297ThombrookeDap... Date: 5/28/2015 By: FJF Entering coil DB: 75.0°F Entering coil WB: 62.5°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 Sensible capacity: 19013 Btuh 1080/a of load Latent capacity: 3374 Btuh 141% of load Total capacity: 22388 Btuh 1120/o of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 15647 Btuh Entering coil IDS: 70.0°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: 22337 Btuh 1430/o of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.9 kW 128% of load Temp. rise: 66 OF Meets are all requirements of ACCA Manual S. wrightsoft' Right•Suile® Universal 2017 17.0.16 RSU24011 2017•Feb 28 10:age I A Pape henelllAGRE Lo1297Thombrooke0aphene111AGRE.rup Cak = MJ6 House faces: E 1 DEL -AIR Manual S Compliance Report amo • CoNwrwim Zone 2 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 Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 13738 Btuh Latent gain: 2248 Btuh Total gain: 15985 Btuh Estimated airflow: 600 cfm Job: Lot297ThombrookeDap... Date: 5/28/2015 By: FJF Entering coil DB: 76.8°F Entering coil WB: 63.4°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBX27UH-018-230'++TDR Actual airflow: 600 cfm Sensible capacity: 14223 Btuh 104% of load Latent capacity: 2693 Btuh 120% of load Total capacity: 16916 Btuh 1061/6 of load SHR: 84% Design Conditions Outdoor design DB: 41.7°F Heat loss: 11006 Btuh Entering coil DB: 69.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBX27UH-018-230•++TDR Actual airflow: 600 cfm Output capacity: 16528 Btuh 150% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.2 kW 100% of load Temp. rise: 17 OF Meets are all requirements of ACCA Manual S. AQversa A Page + wrightsoft' Right -Suite® Unil 2017 17.0.16 RSU24011 2017•Feb 28 t0: age 2 henelllAGRE\Lot2971-hornbrookeDaphenelllAGRE.Np Cale . MJB House laces E 1 DEL -AIR Component Constructions Job: Lot297ThombrookeDap... P Date: 5/28/2015 IMAM CONDIT011111110Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (°F) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain M 8Wh/IV-1F fP-•F/BWh 8Wh1112 sun Burh/tM 81uh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 314 0.091 13.0 2.58 807 2.84 890 fnsh, 2"x6" wood frm, 16" o.c. stud a 320 0.091 13.0 2.58 824 284 908 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 112' gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud s 329 0.091 13.0 2.58 846 2.84 932 w 308 0.091 13.0 2.58 793 2.84 873 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 305 0.201 0 5.69 1734 5.27 1608 e 97 0.201 0 5.69 552 5.27 512 s 321 0.201 0 5.69 1827 5.27 1694 w 204 0.201 0 5.69 1161 5.27 1076 all 927 0.201 0 5.69 5273 5.27 4890 187 0.091 13.0 2.58 483 1.44 270 Windows 2A-2om: 2 glazing, Or low-e ouir, air gas, mtl no brk frm mat, Or innr, n 1/4" gap, 118" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 e it overhang (5 it window ht, 1.5 it sep.); 6.67 ft head ht e w all 2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, Or innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (5.3 It window ht, 11.67 It sep.): 6.67 It head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, Clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft s window ht, 11.67 ft sep.); 6.67 It head ht all 2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (6.3 It window ht, 0.67 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31): 9 it overhang (8 ft window ht, 0.67 ft sep.); 6.67 It head ht 15 0.340 0 9.62 144 10.6 159 10 0.340 0 9.62 96 30.4 304 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 30.4 911 85 0.340 0 9.62 818 26.9 2284 16 0.340 0 9.62 157 12.4 203 19 0.340 0 9.62 187 12.4 242 19 0.340 0 9.62 187 13.9 270 39 0.340 0 9.62 374 13.2 512 39 0.340 0 9.62 374 12.4 483 8 0.340 0 wrightsoft" Right -Suite® Universal 2017 17.0.16 RSU24011 Z& henelllAGRE1Lot297Thombrooke0aphenelllAGRE.rup Cale . MJ8 House faces: E 9.62 77 15.9 127 2017-Feb-28 W 26.37 Page 1 213-21m: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 22 0.340 0 9.62 214 35.7 793 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mll no brk frm mat, clr innr, w 97 0.340 0 9.62 935 12.4 1208 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.31); 11 It overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk Irm mat, clr innr, w 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1460 0.032 30.0 0.91 1322 1.74 2535 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 0 28.0 3664 0 0 C Wtl htSoft• 2W-Feb•2810:26:37 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 henelllAGRE\Lot297ThornbrookeDaphenelllAGRE.rup Celc a MJ8 House faces: E DEL -AIR Component ConstructionsP Job: Lot297ThombrookeDap... Date: 5/28/2015 numa - Amccamoom Zone 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web. WWW.DEL-AIR.COM Project• For: TAYLOR MORRISON HOMES Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 286N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain M 8WhV--1F M-'F/BWh hM2 8Wh atuhRl2 81uh Walls 13A-2ocs: Blk wall, stucco ext, r-2 exl bd ins, 8" thk, 1/2" gypsum n 305 0.201 0 5.69 1734 5.27 1608 board int fnsh a 97 0.201 0 5.69 552 5.27 512 s 321 0.201 0 5.69 1827 5.27 1694 w 204 0.201 0 5.69 1161 5.27 1076 all 927 0.201 0 5.69 5273 5.27 4890 Partitions 12C-Osw: Frm wall, stucco exl, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, n 1/4'. gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.3 It window ht, 11.67 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (6.3 ft 6 window ht, 11.67 ft sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr low-e oulr, air gas, mil no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31): 9 ft overhang (6.3 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or low-e outr, air gas, mil no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31): 9 ft overhang (8 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 It overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type e n all 187 0.091 13.0 2.58 483 1.44 270 16 0.340 0 9.62 157 12.4 203 19 0.340 0 9.62 187 12.4 242 19 0.340 0 9.62 187 13.9 270 39 0.340 0 9.62 374 13.2 512 39 0.340 0 9.62 374 12.4 483 8 0.340 0 9.62 77 15.9 127 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 24 0.390 0 11.0 265 12.0 288 18 0.390 0 11.0 196 12.0 213 42 0.390 0 11.0 461 12.0 501 wri htsoft" 2017-Feb-2810:26:37 4 CA9 Right -Suite® Universal 2017 17.0 16 RSU24011 Page 3 henelllAGRE\Lol297Thombrooke0aphenelllAGRE.rup Calc a MJ8 House faces: E Ceilings none) Floors 22A-ipl: Bg floor, light dry soil, on grade depth 131 0.989 0 28.0 3664 2017-Feb•28 10:26:37wrightsoft• Rlghl-Suite® Universal 2017 17.0.16 RSU24011 Page 4 0& ...henelllAGRE\Lol297Thombrooke0aphenelllAGRE.rup Calc a MJ8 House laces: E Component Constructions4DEL-AIR P HOMB"=C01mtr10111M Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot297ThombrookeOap... Date: 5/28/2015 By: FJF Project• • For: TAYLOR MORRISON HOMES Design Conditions Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 It Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fts BWhM •F fP-•F/9Wh 8Wh/W BWh BWh/N2 BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum hoard int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions none) Windows 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (5 it window ht, 1.5 it sep.); 6.67 it head ht 2B-21m: 2 glazing, Or low-e ouir, air gas, mil no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (3.7 ft window ht, 1.5 It sep.); 6.67 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors none) n 314 0.091 13.0 2.58 807 2.84 890 e 320 0.091 13.0 2.58 824 2.84 908 s 329 0.091 13.0 2.58 846 2.84 932 w 308 0.091 13.0 2.58 793 2.84 873 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 15 0.340 0 9.62 144 10.6 159 e 10 0.340 0 9.62 96 30.4 304 e 30 0.340 0 9.62 289 30.4 911 w 30 0.340 0 9.62 289 30.4 911 all 85 0.340 0 9.62 818 26.9 2284 w 22 0.340 0 9.62 214 35.7 793 1460 0.032 30.0 0.91 1322 1.74 2535 C wri htsoft" 2017-Feb-2810:26,37 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 henelllAGRE\Lot297ThornbrookeDaphenelllAGRE.rup Cale a M.18 House faces: E 0 W DEL -AIR Project Summary Job: Lot297ThombrookeDap... Y Date: 5/28/2015 tfArwo' 11111111 tOtmerotaw Enure House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Promect Information For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25116 JA Design Information Weather: Orlando Intl AP, FL, US 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 Sensible Cooling Equipment Load Sizing Structure 24277 Btuh Structure 27802 Btuh Ducts 2377 Btuh Ducts 3486 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26654 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 31288 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3946 Btuh Ducts 687 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2 2600 260 Equipment latent load 4633 Btuh Volume ()ft3) 26762 26762 Air changes/hour 0.41 0.21 Equipment total load 35920 Btuh Equiv. AVF (cfm) 183 94 Req. total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb•28 10:26:37wfrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 henelllAGRE\Lot297Thornbrooke0aphenelllAGRE.rup Calc a MJ8 House faces: E iW, DEL -AIR Pro1ject Summary Job: Lot297Thombrooke0ap... Y Date: 5/28/2015 NEAM - AS COlmmmoro Zone 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Proilect Information For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25116 JA Weather: Orlando Intl AP, FL, US 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 Sensible Cooling Equipment Load Sizing Structure 15647 Btuh Structure 17550 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none e) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15647 Btuh Use manufacturer's data y Rate/swin9 multiplier 1.00 Infiltration Equipment sensible load 17550 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2385 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heatingg Cooling none) Area (ft2) 1453 1453 Equipment latent load 2385 Btuh Volume (ft3) 13622 13622 Air changes/hour 0.38 0.19 Equipment total load 19935 Btuh Equiv. AVF (cfm) 86 44 Req. total capacity at 0.75 SHR 1.9 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 @ 47°F 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 0.054 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 33 OF Backup: Input = 6 kW, Output = 20046 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• Righ1•Suite® Universal 2017 17.0.16 RSU24011 2017•Feb•2e 10:26:37 Pape 21400"..henellIAGRSLot297ThombrookeDaphenelllAGRE.rup Calc . Miff House laces: E Project Summary Job: Lot297ThombrookeDapIDEL-AIR ... Date: 5/28/2015 tEMM • AIR CONOffUM to Zone 2 By: FJF 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 4/15/16 JA LS 5/23/16 JA LS 6121/16 JA LS 8/25/16 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 8629 Btuh Ducts 2377 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 11006 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1111 4747 Volume ( ft3) 13140 13140 Air changes/hour 0.44 0.23 Equiv. AVF (cfm) 97 50 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-018-23OA20 AH R I ref 7524632 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 10252 Btuh Ducts 3486 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/ swing multiplier 1.00 Equipment sensible load 13738 Btuh Latent Cooling Equipment Load Sizing Structure 1560 Btuh Ducts 687 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2248 Btuh Equipment total load 15985 Btuh Req. total capacity at 0.75 SHR 1.5 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-018-23OA20 Coil CBX27UH-018-230'++TDR AH R I ref 7524632 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 13500 Btuh Heating output 17500 Btuh @ 47OF Latent cooling 4500 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 10970 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof 2017-Feb-28 10,26:37 Right - Suite® Universal 2017 17.0.16 RSU24011 ACCA Page 3 ghenelllAGRE1Lot297Thombro oke0aphenelllAGRE.rup Cale - MJ8 House faces: E RDEL-AIR Right-J® Worksheet t"t"'" Entire House DEL -AIR HEATING 8t AIR ND0IQNsm531CODISCOWAY, SANFORD, FL 327714sax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot297Thornbrooke0aphen... Date: 5/28/2015 By: FJF 1 Room name Entire House Zone 1 2 Exposed wall 283.9 it 130.9 It 3 Room height 9.2 It 9.3 it 4 Room dimensions 5 Room area 2920.0 I12 1460.0 f12 Ty Construction U-value Or HTM Area (Itx) load Area (fig Load number Btuh/It;•F) BtutAl or perimeter (11) Stuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 yl 12C-0sw 2A• 2om 13A- 2ocs 0. 091 0. 340 0. 201 n n n 2. 58 9. 62 5. 69 2. 84 10. 58 5. 27 329 15 341 314 0 305 807 144 1734 890 159 1608 0 0 341 0 0 305 0 0 1734 0 0 1608 11 2A- 2om 2A- tom 0 340 0. 340 n n 9. 62 9. 62 12. 44 12. 44 16 19 0 0 157 187 203 242 16 19 0 0 157 187 203 242 Vjl 12C-0sw 0.091 a 2.58 2.84 360 320 824 908 0 0 0 0 I- CG 2A-3om 2A• 2om 0. 340 0. 340 a a 9. 62 9. 62 30. 36 30. 36 10 30 0 0 96 289 304 911 0 0 0 0 0 0 0 0 13A- 2ocs 2A• 2om 0. 201 0. 340 a a 5. 69 9. 62 5. 27 12. 44 168 39 97 39 552 374 512 483 168 39 97 39 552 374 512 483 2A- 2om 11D0 12C- 0sw 0. 340 0. 390 0. 091 a a s 9. 62 11. 04 2. 58 15. 92 11. 99 2. 84 8 24 329 7 24 329 77 265 846 127 288 932 8 24 0 7 24 0 77 265 0 127 288 0 WVjl 13A•2ocs 0.201 a 5.69 5.27 341 321 1827 1694 341 321 1827 1694 T_ G 2A-2om 0.340 s 9.62 13.92 19 0 187 270 19 0 187 270 4) I 12C-0sw 2A- 2om 28. 21m 0. 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 2. 84 30. 36 35. 73 360 30 22 308 0 0 793 289 214 873 911 793 0 0 0 0 0 0 0 0 0 0 0 0 It----lfi V) I 13A-2ocs 2A• 2om 0. 201 0. 340 w w 5. 69 9. 62 5. 27 12. 44 373 97 204 97 1161 935 1076 1208 373 97 204 97 1161 935 1076 1208 11----!! R 0 2A• 2omd 12C- 0sw 0. 580 0. 091 w 16.41 2. 58 16. 85 1. 44 72 205 72 187 1182 483 1213 270 72 205 72 197 1182 483 1213 270 11D0 0.390 n 11.04 11.99 18 18 196 213 18 18 196 213 C F 168- 30ad 22A- tpl 0. 032 0. 989 0. 91 27. 99 1 74 0. 00 1460 1460 1460 131 1322 3664 2535 0 0 1460 0 131 0 3664 0 0 6 c) AED excursion 3217 3132 Envelope loss/gain 18603 21840 12980 12540 12 a) Infiltration 5673 1797 2668 845 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/ other 3015 3015 Subtotal ( lutes 6 to 13) 24277 27802 15647 17550 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 24277 0 0 27802 0 0 15647 0 0 17550 15 Duct loads 100/C 139% 2377 3486 0% 0%1 0 0 Total room load 26654 31288 15647 17550 Air required (cfm) 1440 1440 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrrightso t' Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Feb-28 1 Page 1 henelllAGRE\ Lot297ThornbrookeDaphenelllAGRE.rup Calc - M.18 House faces- E 9 DEL -AIR runty • YI oominw Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32 C ND4o !333N266655 Fax: 407-333-3863 Web: WWW.DEL-AIR.COM Job: Lot297ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Zone 2 2 Exposed wall 153.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1460.0 W Ty Construction U•value Or HTM Area (w) Load Area Load number Bluh/iti•F) Btuh/ftj or perimeter (It) atuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VM f 12C-Osw 0.091 n 2.58 2.84 329 314 807 890 2A•2om 0.340 0.201 n n 9.62 5.69 10.58 5.27 15 0 0 0 144 0 159 0V i13A- 2ocs 11 2A•2om 2A-2om 0.340 0.340 n n 9.62 9.62 12.44 12.44 0 0 0 0 0 0 0 0 y! L--- fCi 12C-Osw 0.091 a 2.58 2.84 360 320 824 908 2A-2om 0.340 a 9.62 30.36 10 0 96 304 2A•2om 0.340 a 9.62 30.36 30 0 289 911 2A•20m 0.201 0.340 a a 5.69 9.62 5.27 12.44 0 0 0 0 0 0 0 0Ti13A- 2ocs 2A•20m 1100 12C-Osw 0.340 0.390 0.091 a a s 9.62 11.04 2.58 15.92 11.99 2.84 0 0 329 0 0 329 0 0 846 0 0 932W Vjl L-f 13A•2ocs 0201. s 5.69 5.27 0 0 0 0 2A-2om 0.340 s 9.62 13.92 0 0 0 0 Vjl f C 12C-Osw 2A•2om 2B•21m 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.84 30.36 35.73 360 30 22 308 0 0 793 289 214 873 911 793 yl I-lf 13A•2ocs 2A•Zom 2A-2omd 0.201 0.340 0.580 w w w 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 1460 1460 1322 2535 F 22A•Ipl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 85 Envelope loss/gain 5624 9300 12 a) Infiltration 3006 952 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 8629 10252 Less external load 0 0 Less transfer 0 0 RedBtribution 0 0 14 Subtotal 8629 10252 15 Duct loads 28% 34% 2377 34N Total room bad 11006 13738 Air required (cfm) 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c ' wrightsoft' 2017-Feb-2810:26:37 Right -Suite® Universal 2017 17.0.16 RSU24011 Pape 2 henelllAGRENLol297ThombrookeDaphenelllAGRE.rup Celc = MJ8 House faces: E 1 DEL -AIR manta • ai cotmta o Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR C9NDITIQIINC 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-3 65 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot297ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Zone 1 mstr rm 2 Exposed wall 130.9 It 28.5 it 3 Room height 9.3 it 9.3 It heat/cool 4 5 Room dimensions Room area 1460.0 ft= 1.0 x 249.8 It 249.8 It2 Ty Construction number U•value etuh/Iti•F) Or HTM BtutVlt2) Area (ftj or perimeter (it) Load Btuh) Area (It) or perimeter (It) Load Btuh) Heal Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 Y-a2A•2om 1y LAG 12C-0sw 13A•2ocs 0.091 0.340 0201. n n n 0.00 0.00 5.69 0.00 0.00 5.27 0 0 341 0 0 305 0 0 1734 0 0 1608 0 0 149 0 0 130 0 0 739 0 0 685 2A•2om 0.340 n 9.62 12.44 16 0 157 203 0 0 0 0 11 2A-2om 0.340 n 9.62 12.44 19 0 187 242 19 0 187 242 flu G 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.340 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.201 0 340 a a 5.69 9.62 5.27 12.44 168 39 97 39 552 374 512 483 0 0 0 0 0 0 0 01i13A- 2ocs 2A•2om 11D0 12C-0sw 0.340 0.390 0.091 a a s 9.62 11.04 0.00 15.92 11.99 0.00 8 24 0 7 24 0 77 265 0 127 288 0 0 0 0 0 0 0 0 0 0 0 0 0W 13A•2ocs 0.201 s 5.69 5.27 341 321 1827 1694 0 0 0 0 2A•2om 0.340 s 9.62 13.92 19 0 187 270 0 0 0 0 1y 12C-0sw 2A•2om28.21m 0.091 0.340 0.340 w w w 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 0 F-{' f 13A-2ocs 2A-2Dm 2A•2ornd 0.201 0.340 0.580 w w w 5.69 9.62 16.41 5.27 12.44 16.85 373 97 72 204 97 72 1161 935 1182 1076 1208 1213 117 58 0 58 58 0 332 561 0 308 725 0 R 12C4?sw 0.091 2.58 1.44 206 187 483 270 0 0 0 0 0 11D0 0.390 n 11.04 11.99 18 18 196 213 0 0 0 0 c 168.30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1460 131 3664 0 250 29 798 0 6 c) AED excursion 3132 1066 Envelope losstgain 12980 12540 2616 3025 12 a) Infiltration 2668 845 580 184 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 5 1150 1 230 Appliances/other 3015 1 600 Subtotal (lines 6 to 13) 15647 17550 3196 4039 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15647 17550 3196 4039 15 Duct loads 0% ON. 0 0 0% QYo 0 0 Total room bad 1%47 17550 3196 4039 Air required (cfm) 840 840 1 172 193 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C _Pkwrlghtsoft' 2017-Feb-2810:26.37 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 henelllAGRE\Lot297ThombrookeDaphenelllAGRE.rup Cale - MJ8 House faces: E j DEL-AIR Right-J® Worksheet Zone 1 DEL-AIR HEATING & AIR CPJDoOQnIsF3531CODISCOWAY, SANFORD, FL 327oa36sax: 407.333.3853 Web' WWW.DEL•AIR.COM Job: Lot297Thombrooke0aphen... Date: 5/28/2015 By: FJF 1 mRooname msir bth mstr wic 2 Exposed wall 10.9 it 9.5 1t 3 Room height 9.3 It heat/cool 9.3 it heaUcool 4 5 Rcom dimensions m Rooarea1.0 x 111.3 It 111.3 It2 1.0 x 47.0 It 47.0 02 Ty Construction U-value Or HTM Area (fig Load Area (Ilg Load number Bluh/ flx••F) at ill or perimeter (it) atuh) or perimeter (it) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VII G 12C- Osw 0.091 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 13A•2ocs 0.201 n 5.69 5.27 103 86 491 455 89 89 504 468 2A-2om 0.340 n 9.62 12.44 16 0 157 203 0 0 0 0 11 2A- 2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 Vjl 12C• Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 E-fC 2A-2Dm 0.340 a 0.00 0.00 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 13A-2A- 2or cs0. 340 a 0 0 0 0 0 0 0 0 2A•2om 0.340 a 9.69 9. 62 2.27 12. 44 0 0 0 0 0 0 0 0 2A•2om f t DO 12C-0sw 0.340 0.390 0.091 a a s 9. 62 11.04 0.00 15.92 11.99 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 W ylf 13A• 2ocs0201. s 5.69 527 0 0 0 0 0 0 0 0 2A•2om 0.340 s 9.62 1392 0 0 0 0 0 0 0 0 ILSf 2C- 0sw 2A•2Dm 28-21m 0.091 0.340 0.340 w w w 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 0 13A• 2ocs 0.201 w 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 w 9.62 IZ44 0 0 0 0 0 0 0 0 2A•2omd 0.580 w 16.41 1685 0 0 0 0 0 0 0 0 R O 12C- 0sw III 0.091 2.58 1.44 107 107 276 155 0 0 0 0 DO 0. 390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B- 30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A- tpI 0.989 27.99 0.00 f11 11 306 0 47 10 266 0 6 c) AED excursion 10 6 Envelope loss/ gain 1230 803 770 462 12 a) Infiltration 224 71 193 61 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) 1454 874 964 523 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1454 874 964 523 15 Duct bads I D% 0% 0 0 0% 1 06/6 0 0 Total room load 1454 874 1 964 523 Air required ( ctm) 78 42 52 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrIght30ft' 2017- Feb-2810:26:37 Right•Suite® Universal 2017 17 0.16 RSU24011 page 4 henelllAGRE\Lot297ThornbmokeDaphenelllAGRE rup Cale - MJ8 House faces E 1' DEL -AIR 1en o • ui 1 1 Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR C NDITIQNINC 531 CODISCO WAY, SANFORO, FL32771 honNTP3 -2665 ax• 407-333.3853 Web: WWW.OEL•AIR COM Job: Lot297ThombrookeDaphen... Date: 5/29/2015 By: FJF 1 Room name mstr we mstr wic int 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions mRooarea 5. 5 x 3.5 It 19. 3 ft2 1. 0 x 39.0 it 39. 0 ft2 Ty Constriction U•value Or HTM Area (ft2) Load Area (Itj Load number BlutV112••F) at III or perimeter (it) atuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VII 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 13A- 2ocs 0. 340 0. 201 n n 0. 00 5. 69 0. 00 5. 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A• 2om 2A- 2om 0. 340 0. 340 n n 9. 62 9. 62 12. 44 12. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val G 12C- 0sw 2A- Zom 0. 091 0. 340 a a 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-- G 2A•2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 L 13A- 2oos 2A• 2om 0. 0. 3434 0a a 6 9 9.622 2.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 11 DO 12C- 0sw 0. 340 0. 390 0. 091 a a s 9. 62 1104 0. 00 15. 92 11. 99 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 WVIJ G 13A- 2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 2A• 2om 0.340 s 9.62 13.92 0 0 0 0 0 0 0 0 yl IF---- fCa' 12C- 0sw 2A- 2om 28. 21m 0. 091 0. 340 0. 340 w w w 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 0 13A- 2ocs 2A- 2om 2A- 2omd 0. 201 0. 340 0. 580 w w w 5. 69 9. 62 16. 41 5. 27 12. 44 16. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 1100 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A4pl 0.989 27.99 0.00 19 0 0 0 39 0 0 0 6 c) AED excursion 0 0 Envebpe losstgain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5 1 5 Subtotal ( lines 6 to 13) 0 5 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 0 5 15 Ouct loads 0% NO 0 0 09/0 we 0 0 Total room bad 0 5 0 5 Air required (clm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrlghtsoft' Right•Suile® Universal 2017 17.0.16 RSU24011 2017- Feb-28 10 26.37 A Page 5 henelllAGRE1Lot297ThornbrookeDaphenelllAGRE. Np Cad- Mill House laces: E QEL-AIR wawa • ui cvnllaao Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR C9NDITIONINq531CODISCOWAY, SANFORD, FL 32771 hone: 407.333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot297Thombrooke0aphen... Date: 5/28/2015 By: FJF 1 Room name family nn brkfst/kit 2 Exposed wall 16.0 It 36.5 it 3 Room height 9.3 It heat/cool 9.3 it heat/cool 4 5 Room dimensions. Room area 1.0 x 385.8 It 385.8 I12 11.5 x 25.0 It 287.5 f12 Ty Construction number U-value BtuWft;•F) Or HTM at fig Area (It) or perimeter (it) Load atuh) Area (ftj or perimeter (It) Load Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 yJ fi 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 13A•2ocs 0.340 0.201 n n 0.00 5.69 0.00 5.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0yl 2A•2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0Lam_((' 11 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 Vj! IL-----GG 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 2A•2om 0.340 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V I 13A-2ocs 2A•2om 0.201 340.340 a 5.69 9.62 5.27441Z2.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ICI---.GGp 2A-2om 1100 12C-Osw 0.340 0.390 0.091 a a S 9.62 11.04 0.00 15.92 11.99 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 0W W Y_C 13A•2ocs 0.201 s 5.69 5.27 0 0 0 0 233 214 1216 1128 2A•2om 0.340 s 9.62 t3.92 0 0 0 0 19 0 187 270 Vjl 12C-Osw 2A•2Dm 2B•21m 0.091 0.340 0.340 w w w 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 0 F-- 2 13A-2ocs 2A-2om 0.201 0.340 w w 5.69 9.62 5.27 12.44 149 0 77 0 440 0 408 0 107 39 68 39 389 374 361 483 R 2A-2omd 12C-Osw 0.580 0.091 w 16.41 2.58 16.85 1.44 72 0 72 0 1182 0 1213 0 0 0 0 0 0 0 0 0 0 IIDO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 c 168.30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A4pl 0.989 27.99 0.00 386 16 448 0 288 37 1022 0 6 c) AEO excursion 1489 631 Envelope loss/gain 2069 3109 3188 2873 12 a) Infiltration 326 103 743 235 b) Room ventilation 0 0 0 0 13 Imemal gains: Occupants @ 230 3 690 0 0 Appliances/ other 600 1 1200 Subtotal ( lines 6 to 13) 2395 4502 3931 4309 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2395 4502 3931 4309 15 Duct loads 1 0/0 00/0 0 0 0% 1 OYo 0 0 Total room load 2395 4502 3931 4309 Air required (cfm) 129 216 211 206 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wNghtsoft- Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Feb•28 10:26:37 A henelllAGRE\Lot297ihombrooke0aphenelllAGRE.rug Cal:. MJ6 House laces: E Page 6 DEL -AIR rimo • M eomrrromro Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR C9NDITIQ&NINC 531 CODISCO WAY. SANFORD. FL 3277t hone: 407- -2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot297Thombrooke0aphen... Date: 5/28/2015 By: FJF 1 Room name pwdr util 2 Exposed wall 0 It 0 it 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 6.0 x 6.5 It 39.0 It2 1.0 x 45.3 It 45.3 It2 Ty Construction U•value Or HTM Area (III Load Area (III Load number Btuh/ft2••F) 81uh/I11 1 or perimeter (It) atuh) or perimeter ((I) Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 V I t 12C-0sw 0.091 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 13A-2ocs 0.201 n 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 11 2A•2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 1/II 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 I---fC 2A•2om 0.340 a 0.00 0.00 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 13A•2ocs 0.201 a 5.69 0 0 0 0 0 0 0 0 2A•2om 0.340 e 9 62 122.4444 0 0 0 0 0 0 0 0 2A•2om 1I D0 12C-0sw 0.340 0.390 0.091 a a s 9.62 11.04 0.00 15.92 11.99 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 0W Vy 13A•2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 Y_G 2A-2om 0.340 s 9.62 13.92 0 0 0 0 0 0 0 0 V)I 12C-0sw 2A•2om 28.2lm 0.091 0.340 0.340 w w w 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 0II----fC% V)I 13A•2Dcs 2A•2om 2A•2omd 0.201 0.340 0.580 w w w 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II----ffi R 0 12C-0sw 0.091 2.58 1.44 0 0 0 0 56 56 144 81 too 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 27.99 0.00 39 0 0 0 45 0 0 0 6 c) AED excursion 0 8 Envelope loss/gain 0 0 144 73 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 1 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 51 600 Subtotal (lines 6 to 13) 0 5 144 673 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 I4 Subtotal 0 5 144 673 15 Duct loads 0% 0% 0 0 0% 0./.j 01 0 Total mom bad 0 5 144 673 Air required (cfm) 0 0 8 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.16 ASU24011 2017-Feb-28 10: 9e 7 henalllAGRE1Lot297ThornbrookeDaphenelllAGRE.rup Cale. MJ8 House (aces: E 1 DEL -AIR M eamomo Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR C07- NDITI ax01 IIC 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.3853 Web: WWW.OEL-AIR.COM Job: Lot297ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name dining 2 Exposed wall 29.5 It 3 Room height 9.3 It heat/cool 4 5 Room dimensions Room area 1. 0 x 236.3 It 236. 3 I12 Ty Construction U-value Or HTM Area (It2) Load Area Load number BtulVlt2•F) BlutVfl2) or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 yl fi 12C- 0sw 0.091 n 0.00 0.00 0 0 0 0 2A- 2om 13A• 2ocs 0. 340 0. 201 n n 0. 00 5. 69 0. 00 5. 27 0 0 0 0 0 0 0 0 11 2A• 2om 2A- 2om 0. 340 0. 340 n n 9. 62 9. 62 12. 44 12. 44 0 0 0 0 0 0 0 0 V) I 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 2A• 2om 0.340 a 0.00 0.00 0 0 0 0 I- ffa 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0. 340 a 5.69 139 97 512 A-3ores 2A•2om 0.340 a 9.62 2.27 12. 44 39 39 374 374 483 4832A• 2om 1, D0 12C- 0sw 0. 340 0. 390 0. 091 a a s 9. 62 11. 04 0. 00 1592 11. 99 0. 00 8 24 0 7 24 0 77 265 0 127 288 0 Wyl 13A-2ocs 2A• 2om 0. 201 0. 340 s s 5. 69 9. 62 5. 27 13. 92 107 0 107 0 610 0 566 0 LGVal 12C-Osw 2A- 2om 20• 21m 0. 091 0. 340 0. 340 w w w 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 I-{ fit" 13A- 2ocs 2A- 2om 2A- 2omd 12C- 0sw 0. 201 0. 340 0. 580 0. 091 w w w 5. 69 9. 62 16. 41 2. 58 5. 27 12. 44 16. 85 1. 44 0 0 0 42 0 0 0 24 0 0 0 62 0 0 0 35 Rt-- D 1100 0.390 n 11.04 11.99 18 18 196 213 C 168.30ad 0.032 0.00 0.00 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 236 30 826 0 6 c) AED excurs.on 30 Envelopeloss/ on 2963 2195 12 a) Infiltration 601 190 b) Room ventilation 0 0 13 Internal gains. Occupants @ 2W 1 230 Appliances/ other 0 Subtotal ( lines 6 to 13) 3563 2615 Less external load 0 0 Less transfer 0 0 Redsinbution 0 0 14 Subtotal 3563 2615 15 Duct bads 0% 0% 0 0 Total room bad 3563 2615 Air required (cfm) 191 125 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 - - pp- wMghtsoft , Right•Suite® Universal 2017 17.0 16 RSU24011 2017- Feb-28 10 6:37 8 henelllAGRE\ Lot297Thombrooke0aphenelllAGRE.rup Calc - MJ8 House faces: E g J DEL -AIR rrrmm • ut amnmoo Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32C ND40 ION ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot297ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Zone 2 nn 4 2 Exposed wall 153.0 11 25.5 It 3 Room height 9.0 It 9.0 It heat/cool 4 5 Room dimensions Room area 1460.0 iP 1.0 x 152.5 It 152.5 ft2 Ty Construction U•value Or HTM Area 012) Load Area (ft2) Load number Bluhft2-*F) at III I or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V"12C-Osw 0.091 n 2.58 2.84 329 314 807 890 0 0 0 0 2A-2om 13A•2ocs 0.340 0.201 n n 9.62 0.00 10.58 0.00 15 0 0 0 144 0 159 0 0 0 0 0 0 0 0 0 11 2A•2om 2A-2om 0.340 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 12C-0sw 2A•Zom 0.091 0.340 a a 2.58 9.62 2.84 30.36 360 10 320 0 824 96 908 304 99 0 84 0 216 0 238 0II----ffaa 2A-2om 0.340 a 9.62 30.36 30 0 289 911 15 0 144 455 V I 13A-20cs 2A-2om 0. 3400.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ICI--_G-Gp 2A•2om 1100 12C4sw 0.340 0.390 0.091 a a s 0.00 0.00 2.58 0.00 0.00 2.84 0 0 329 0 0 329 0 0 846 0 0 932 0 0 131 0 0 131 0 0 336 0 0 370W t-C 13A-2ocs 0.201 s 0.00 0.00 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 VII 12C-0sw 2A-2om 28.21m 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.84 30.36 35.73 360 30 22 308 0 0 793 289 214 873 911 793 0 0 0 0 0 0 0 0 0 0 0 0I-fCi V)I 13A-2ocs 2A-2tun 0.201 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 2A-2omd 12C-0sw 0.580 0.091 w 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 1100 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168.30W 0.032 0.91 1.74 1460 1460 1322 2535 153 153 138 265 F 22A•IpI 0.9m 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 85 2 Envelope loss/gain 5624 9=1 835 1330 12 a) Infiltration 3006 952 501 159 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 8629 10252 1336 1489 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 8629 10252 1336 1489 15 Duct loads 1 28% 340/. 2377 3486 28% 1 34% 1 368 506 Total room bad f 1006 13738 1 1 1704 1995 Air required (cfm) 600 600 93 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c _PP_ wrlghtsoft' 2017-Feb-2810:26:37 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 9 henelllAGRE\Lot297Thombrooke0aphenelllAGRE.rup Calc - MJ8 House faces: E DEL -AIR Right-J® Worksheet torD• ut atnitet.to Zone 2 DEL -AIR HEATING & AIR C9NDITIQ NING531CODISCOWAY, SANFORD, FL 32771 hone: 407.3 •2665 Fax. 407-333.3853 Web, WWW.DEL-AIR COM Job: Lot297ThombrookeOaphen... Date: 5/28/2015 By: FJF 1 Room name loft den 2 Exposed wall 16.5 It 26.5 it 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 5 Room dimensions mRooarea 1. 0 x 446.8 it 446. 8 42 12. 5 x 14.0 it 175. 0 fR Ty Construction U•value Or HTM Area (W) Load Area (ft2) Load number Stuh/fl2-•F) Btuh/It2) or perimeter (It) Btuh) or perimeter (11) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VII G 12C- 0sw 0.091 n 2.58 2.84 0 0 0 0 126 111 286 315 2A- 2om 0.340 n 9.62 10.58 0 0 0 0 15 0 144 159 13A- 2ocs 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 11 2A•2Dm 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 a 2.58 2.84 149 134 344 379 113 103 264 291 2A• 2om 0.340 a 9.62 30.36 0 0 0 0 10 0 96 304 II----GG 2A-2om 0.340 a 9.62 30.36 15 0 w 455 0 0 0 0 13A• 2oos 0. a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2Om 0.340340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2Dm 1100 0. 340 0. 390 a a 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.58 2.84 0 0 0 0 0 0 0 0 1N C' 13A- 2ocs o.201 s 0.00 0.00 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 Vjl 12C-0sw 0.091 w 2.58 2.84 0 0 0 0 0 0 0 0 2A- 2om 28. 21m 0. 340 0. 340 w w 9. 62 9. 62 30. 36 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-ICi yl LL-GG13A- 2ocs 2A- 2om 2A- 2omd 0. 201 0. 340 0. 580 w w w 0. 00 000 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 0 F 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 1100 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.91 1.74 447 447 405 776 175 175 158 304 F 22A-ipl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 22 148 Envelopeloss/ on 893 1588 949 1224 12 a) Infiltration 324 103 521 165 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) 11217 1690 1469 1389 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1217 1690 1469 1389 15 Duct loads 28% 34% 335 575 28% 341/6 405 472 Total room bad 1552 2265 1874 IB6l Air required (dim) 1 1 85 99 102 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsoft' 2017-Feb-2810:26.37 rA Right -Suite® Universal 2017 17.0.16 RSU24011 Page 10 henelllAGRE\ Lot297ThornbrookeDaphenelllAGRE.rup Calc - MJ8 House faces: E QEL-AIR r aram • M aona o Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORO, FL 3277Ci RhoJeDa0T71333N2665 Fax 407.333.3853 Web: WWW.OEL-AIR.COM Job: Lot29TThombrookeDaphen... Date: 5/28/2015 By: FJF 1 m mRoonaebth 2 nn 2 2 Exposed wall 9.0 It 26.0 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 5. 5 x 9.0 It 49. 5 Il' 12. 5 x 13.5 it 168. 8 It= Ty Construction U-value Or HTM Area (III Load Area (Its Load number Btuh/Itz•F) at III or perimeter (It) atuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VM f 12C- 0sw 0.091 n 2.58 2.84 at 81 209 230 122 122 313 345 2A• 2om 13A• 2ocs 0. 340 0. 201 n n 9. 62 0. 00 10. 58 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A- 2om 2A• 2om 0. 340 0. 340 n n 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 2A- 2om 2A• 2om 0. 340 0. 340 a a 9. 62 9. 62 30. 36 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I---fG 13A• 2ocs 2A• 2om 0. 0. 340340 a a 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 1100 12C- 0sw 0. 340 0. 390 0. 091 a a s 0. 00 0. 00 2. 58 0. 00 0. 00 2. 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WY- 0 0 13A• 2ocs 2A• 2pm 0. 201 0. 340 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 12C-Osw 2A- 2om 2B• 21m 0. 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 2. 84 30. 36 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 113 15 0 98 0 0 251 144 0 277 455 0 C fit" 13A- 2ocs 2A• 2orn 2A- 2omd 0. 201 0. 340 0. 580 w w w 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 0 R 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 1100 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 c 168•30ad 0.032 0.91 1.74 50 50 45 86 169 169 153 293 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 39 79 Envelope loss/gain 253 277 861 1449 12 a) Infiltration 177 56 511 162 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) 430 333 1372 1611 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 430 333 1372 1611 15 Duct bads I 28% 34% 118 113 28%1 349/6 1 378 548 Total room load 549 446 1 1 1750 2158 Air required (clm) 30 95 94 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. leek wNghtsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Feb-28 10 2 :3' henelllAGRE\ Lot297ThornbrookeDaphenelllAGRE.rup Calc - MJ8 House laces: E Page 1 DEL -AIR Right-J® Worksheet NEO=-#' Zone 2 DEL -AIR HEATING & AIR 9NDITI( IN9531CODISCOWAY, SANFORD, FL 3272 19114hone: 407.3 -2665 ax: 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot297ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name open to below rm 3 2 Exposed wall 16.5 1t 24.0 It 3 Room freight 9.0 It heat/cool 9.0 1t heat/cool 4 5 Room dimensions Room area 16.5 x MO 1t 264.0 fl2 11.0 x 13.0 1t 143.0 f12 Ty Construction U•value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/It2-1F) BluNft2) or perimeter (It) Stuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 VL_C 12C-0sw 0.091 n 2.58 2.84 0 0 0 0 0 0 0 0 2A•2om 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 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 11 2A•2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 1y 12C-0sw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0Imo- fC 2A•2om 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 yl 13A•2ocs 2A•2om 0. 0.3434 0 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II2A•2om 11 DO 12C-Osw 0.340 0.390 0.091 a a s 0.00 0.00 2.58 0.00 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 117 0 0 117 0 0 301 0 0 332W yl tl' 13A•2ocs 2A-2om 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T= 12C-0sw 2A-2om 28.21m 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.84 30.36 35.73 149 0 22 126 0 0 325 0 214 358 0 793 99 15 0 84 0 0 216 144 0 238 455 0 13A-2ocs 2A•2om 0.201 0.340 w w 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 R O 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 1100 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 264 264 239 458 143 143 130 248 F 22A4p1 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 164 90 Envelope loss/gain 778 1774 791 1364 12 a) Infiltration 324 103 471 149 b) Room ventilation 0 01 1 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1102 1877 1263 1514 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1102 1877 1263 1514 15 Duct bads 28% 34Ne 304 638 28% 340/6 348 515 Total room bad 1406 2515 1 1611 2028 Air required (c1m) 77 110 88 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrIghtsof ' Right -Suite® Universal 2017 17.0.16 RSU24011 2017 Feb-28 Pao 12 henelllAGRE\Lot297ThombrookeDaphenelllAGRE.rup Calc - MJ8 House faces: E DEL-AIR ago • M cmlomo Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327Tt Rhone:: 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Job: Lot297ThornbrookeOaphen... Date: 5/28/2015 By: FJF 1 Room name blh 3 2 Exposed wall 9.0 It 3 Room height 9.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 60.5 1t 60.5 ft2 Ty Constriction U•value Or HTM Area (ftq Load Area Load number BtutVltx-•F) Bluh/ft2) or perimeter (it) Stuh) or perimeter Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 yl 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 2A-2om 0.340 n 9.62 t0.58 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 11 2A•2om 2A-2om 0.340 0.340 n n 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 258 2.84 0 0 0 0 2A-2orn 0.340 e 962 30.36 0 0 0 0 2A-2om 0.340 a 9.62 30.36 0 0 0 0 yl 13A•2ocs 2A•2om 0.201 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 11D0 12C-Osw 0.340 0.390 0.091 a a s 0.00 0.00 2.58 0.00 0.00 2.84 0 0 81 0 0 81 0 0 209 0 0 230W Vy t-C 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 2A•2om 0.340 s O.00 0.00 0 0 0 0 Vjl 12C-Osw 2A•2om 28-21m 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.84 30.36 35.73 0 0 0 0 0 0 0 0 0 0 0 0fL--{!a 13A-2ocs 2A-2om 2A•2omd 0.201 0.340 0.580 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 R t2C-Osw 0.091 0.00 0.00 0 0 0 0 0 t1Do 0.390 n 0.00 0.00 0 0 0 0 C 168.30ad 0.032 0.91 1.74 61 61 55 105 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 41 Envelope loss/gain 263 294 12 a) Irdiltration 177 56 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 440 350 Less external load 0 0 Less transfer 0 0 Redistribution 0 O 14 Subtotal 440 350 15 Duct loads 28% 34Y0 121 119 Total room bad 561 469 Air required (cfm) 31 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Q 41- wrightsoft' Right-Suile® Universal 2017 17.0.16 RSU24011 2017-Feb-28 10 26.37 henelllAGASLo1297rhombrookeDaphenelllAGRE.cup Calc - MJ8 House faces: E Page 13 DEL -AIR Duct System Summary Job: Lot297ThombrookeDap... atotu Date: 5/28/2015 iE Zone 1 By: FJF 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 Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 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 0.164 in/100ft 0.164 in/10011 Actual air flow 840 cfm 840 cfm Total effective length (TEL) 146 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk brkfst/kit h 1966 106 103 0.169 7.0 Ox0 VIFx 36.7 105.0 st1 brkfst/kit-A h 1966 106 103 0.164 7.0 Ox0 VIFx 40.9 105.0 st1 dining h 3563 191 125 0.182 8.0 Ox0 VIFx 27.1 105.0 st1 family rm c 4502 129 216 0.181 8.0 Ox 0 VIFx 27.4 105.0 st2 mslr bth h 1454 78 42 0.205 5.0 Ox 0 VIFx 11.9 105.0 st2 mslr rm c 4039 172 193 0.185 8.0 Ox 0 VIFx 25.0 105.0 st2 msir we c 5 0 0 0.208 4.0 Ox 0 VIFx 10.5 105.0 st2 mstr Wic h 964 52 25 0.196 4.0 Ox 0 VIFx 17.6 105.0 st2 mstr wic int c 5 0 0 0.200 4.0 Ox 0 VIFx 15.0 105.0 st2 pwdr c 5 0 0 0.290 4.0 Ox 0 VIFx 12.8 70.0 Will c 673 8 32 0.310 4.0 Ox 0 VIFx 7.4 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 402 331 0.164 512 12.0 0 x 0 VinlFlx st2 Peak AVF 430 476 0.181 606 12.0 0 x 0 VinlFlx 2017-Feb-2e 10:26:38 wrightsoft' Right-Suile® Universal 2017 17.0.16 RSU24011 Page 1 P.... henelllAGRE\Lot297ThornbrookeDaphenelllAGRE.rup Calc . MJ6 House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx C. wri htSOft' 2017-Feb-28 10:26:38 9 Right -Suite® Universal 2017 17 0.16 RSU24011 Page 2 henelllAGRE\Lot297ThornbrookeUaphenelllAGRE.rup Calc . MJ8 House laces- E 1 DEL -AIR Duct System Summary UM0 • "l oolm"10tO10 Zone 2 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 Heating External static pressure 0.30 in H2O Pressure losses 0.06 in H2O Available static pressure 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O Lowest friction rate 0.168 in/100ft Actual air flow 600 cfm Total effective length (TEL) Job: Lot297ThombrookeDap... Date: 5/28/2015 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.168 in/100ft 600 cfm 143 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 h 549 30 19 0.308 4.0 Ox 0 VIFx 7.8 70.0 bill 3 h 561 31 20 0.178 4.0 Ox 0 VIFx 29.7 105.0 st3 den h 1874 102 81 0.304 6.0 Ox 0 VIFx 9.0 70.0 loft c 2265 85 99 0.276 6.0 Ox 0 VIFx 16.9 70.0 open to below c 2515 77 110 0.282 6.0 Ox 0 VIFx 15.0 70.0 rm 2 h 1750 95 94 0.320 6.0 Ox 0 VIFx 5.0 70.0 nn 3 c 2028 88 89 0.170 6.0 Ox 0 VIFx 36.1 105.0 st3 rm 4 h 1704 93 87 0.168 6.0 Ox 0 VIFx 38.0 105.0 st3 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st3 Peak AVF 211 196 0.168 605 8.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx C Wri htsOft' 2017-Feb-2810:26.38 Ai. 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 henelllAGRE\Lot297ThornbrookeDaphenelllAGRE.rup Cale . MJ8 House laces: E FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot297ThornbrookeDaphenelllAGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists 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 2/28/2017 10:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 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 This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 2/28/2017 10:35:38 AM EnergyGauge® - USRCSB v5.1 Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot29TThornbrookeDaphenelllAGRE Builder Name: TAYLOR MORRISON HOMES Street: Peril Office: City, State, Zip: FL, Peril Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2600 sq.ft. Cond. Volume: 23836 cu ft. Envelope Leakage Test Results Regression Data: C: n: N. Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: 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. 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: o qH6 STgr CDD Wr' 2/28/2017 10:36 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 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. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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 tones 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. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All 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. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (MandatoryYAll 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 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (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 - 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. 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O 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. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 %: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O 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 bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the 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. E3 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. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 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 O 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 bumers shall not be less than the design load calculated in accordance with Section R403.6.1. O 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. O 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. Q 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 55'17, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. 13 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. O 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 2 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically 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. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools denving 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. O 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. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 2/28/2017 10:35 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Cam Page 3 of 3 42X42 A/C SLAB BY BLDR MIN 2' FROM WAL PAD PAD Ta Tf Tan fr Tan Y-P Z-r Tan I yF, Ilf LR MRM MTa W—M4—T —M ear.auaa I 96-VAN. Atf-ew. AT fI W. I Aaene I LANAI W-W.1oo-W T-C nT. WE au'rw aacours afIAFF. e I I 2.0 TON W/SKW E240V 1PH I I 1840 plen z-r ran 2042 rnd I TO 1 AHU HANGING IN GARAGE scale 11/8'=1'0' t zi4 Mitchen ve to roof cap 41 e863cY ex" W feg aenssruafaTmuW FRFUR-bst®MMU TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS w I r I 3r v WINCIM CALL-01M 09I WN94 NIN 3291 37 0 91 V133 91 ti 9t 33 SP gSr 9 91 W N IA U 54 34 5w Z 63' 891 W33511 aSN 3391 b94 10*91 2691 36fm c CiG VSWT MASCIRT OF M FOR ALL O1O= MW $10 Ala MIA"TICN MAY VARY PER K WFACPW Ala 5PECFIG4TIX Z IM TO FLOOR M" FOR STTLB CF UM)QO WW (*W Nlir'JICAeW- C", ORFM Q A56• FW 1.0mWag-F UM 1 178-• f FLAT ay fJ 1 M an I witasma" 12x6 Iwcd xR if105 y@ yyI 7' — 1 fu iftWAIF-0 FAMILYROOM mr-' IE Is- r ,r-s es-r 2- STWY MAK 1215 sw f-P FLAT at C7 II UEaF®ORL17tr9N KW12' — — rI18x19 rn 10QT5Iwcda[ rsKart g I ` 7' FwFa a 2 lug 8 ra auoc *+ --- fill Tara as _-- 9 8, 8x lwc H MArfe _ 14x8 Iwcd125 noina I -- —; f1=1 .! I I ff8 L I 1 I0 I I I 1 f-f 18x1 1 I I as In I I r- rsr I ' dryer duct I RAWJW o roof cap Arf- f. AFi. er vent b 1 Tfd.9-d M-- r-s-FIT. Rr e' 1 3' bath duct ii Ito roof cap 1w/ fan a Nutone 696RNB 8x IOx6 msaedr 8 log WC& ORA` f 0mLPE WETa soeutawFFFmwee4MCM MADAM. gem eorWWF mxwe 01=A ff osv bs a N_ I GARA( 10? AOORiM L-- J u+ aarcas f PMW e Fir. W. I llEO6atlQ OaD1MA9110a1171 I I I I I I I HATCHING LECEN0 I I OfFb Oilafl@OOCff j MAN FLOOR W53 SA UPPER FLOOR U41 SF. ran PA9tN111K TOTAL LIVING 2600 $F. AFF Y• PGARAGE4TT 5F. LANAI 400 5F. PIORC.14 144 5F. TOTAL Sa FT. 3621 $F. 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. M,.l RXWAXR- FLawaeT M" AFV AM. M eM Y Transfer ducts/ grilles sized In compliance with Florida Residentlnl Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Bullder, must provide unrestricted 1 Inch T undercut ondoorstohabitablewgrooms. Rating Z m Q Q Q Q Q 0 W W a CU CU CU CCU n 000\ O W O ~ O 0 W Q o Z p WN Z CU J Q- Q a 010 CV LL QQO=I\—) Q ---IF-- Ln LL- z O N m W z W J Q H ca F- Q O J O Z) Q Ix Cr) CLJ( n00 Buildeer rust provide a halfF door , I for ahu closet I au iu II I I I ou w I I I I I nmx r.rmern w a Ts laa •-r I I Amex In a r.r 0 win IMPAR. UM 3 2wBEDROOMIEDROOM r-dg9rur i to r-a' rggni r IOx6 Iwcd Ox10 rag Z.to lOx6 Iwcd IOx10 og «a.. aa 8 6' ei " 8' lee 12x12 rag lOx6 lwcd 6' 8,41w2coe 3' bath duct aTM3 1242 rn I 6x1 to roof cap 20 xa Iwc 4' 8' (FLKI o i i a 1H m d w/ fan c i' IfR7r1 i i m 4"` Nutone 696RNB 9 L-J II I UOeG 6' 6, UNUL 2x12 ragIOX61Iwcd SAMS 6• lox Iwcd 100 85 I0x6 Iwcd 8' LOFT BwP4410xIO rn r-onoraG 9fr- W r-a' fur ac. Ir- r,n • r- T fur ar W K SWAMA RUN rt S- e I y1R°0 et ID.axTa I I I I I I IMM I r1 r1 I I I LJ LJ— I 4MF&------------ — — — — — I I 103p SH I I I I rao 5H I I Y I 4M 94 I I I I 4060 SH I I I I iyFIR I i I I I azFD( ED I mJMRMI I FLMwaeans , Insulation value. Musthaveaminimumclearanceof4InchesaroundtheairhandlerpertheStateEnergycode. All duct has an r=6 i I aEARav& G9, waffime ow"M ow eLdrM IM UN ID Roaamat swan ew a ntaultaeet;anEts feflrld< M1001Eo1! MI Ra+ wawneuoarla: esawawolewuRnl 4lWP mKi6 110101l, Rtal® aaRfaRlr t • e,t teaan4eloe OMW OW FW W SOU -Kr R!! a/@BIaO tldlf 7oN R aewou I rOH v/5KV e240v 1PH 18x10 Aplen pintforn by bldr scale 11/8'=1'0' 3' bath duct to roof cap w/ fan Nutone 696RNB i a Uot M fR"" Law Rating l O I- W Y X w O 4 z Q ON PQ O CU WO = J CU z Q Cl ap CU Ll- QQ02 Q J U0 Lt- z O N m w z o Q m iu Q O J O O Q W Co CL J (n 0 0 MEN I MEN ON d MEZZO Emma M, ME]WAM ME WE tpd AYLOR MORRISON SOUSE TYPE: DAPHENE III rHORNBROOKE S.F. OT 297 LST FLOOR N1 optional laundry tub N/Optional water softener I 1 .1 - I rL- I RECORD COPY E'Z E4E jF-zUL--.eitgna. 2153 Premier Row Orlando, FL 32809 407- 812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN 2600 2 1 Daphene III SOFT GENERAL LIGHTING X 3 VA PER SO FT 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA LAUNDRY CIRCUIT AT 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 1 WATER HEATER # 1 DISHWASHER 1 CLOTHES DRYER 1 DISPOSAL (1/3 HP) 1 MICROWAVE/HOOD CIRCUIT 7800 VA 3000 VA 1500 VA 7- 1 9 4 2 8000 vA 4500 VA 1200 VA SANFORo 5000 VA 500 VA FPAR, 1500 VA SUBTOTAL OF GENERAL LOAD 33000 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 23000 VA x . 4 9200 VA TOTAL NET GENERAL LOAD 19200 VA 3 TON HEAT PUMP #1 24 AMP X 240 VA = 5760 VA 3 TON HEAT PUMP #1 24 AMP X 240 VA = 5760 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65° 3250 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 19200 VA NET TOTAL HEAT 18020 VA TOTAL LOAD 37220 VA CALCULATED LOAD FOR SERVICE 37220 VA / 240 V= 155.08 AMP 200 AMP SERVICE DESCRIPTION AS FURNISHED: Lot 297, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. s PLOT PLAN FOR/C9RFIFIED1 y ZONIN .'4DA T Ey_c Ik to construct single family home Pith setbacks and impervious area I I y sown on plan. ti CURB/INLET SCALED FROM CIVIL PLANS NOT FIELD VERIFIED, fob Ko, D=90°09'22" R=25.00' L=39.34' C=35.40' CB=N 4465357" E CURB/WALK SCALED FROM CIVIL PLANS rNOT FIELD VERIFIED Taylor Morrison of Florida, Inc. RECORD COPY LOT 298 N 00*10'44 " W 59.77' I I LOT 297 26.80' 26.80' 3. AC .5' I 14.84' I I 40.0' COVERED c I PATIO 14.87'I I 40.0' I o I p PROPOSED RESIDENCE i MODEL• DAPHENE-11) ELEV. A1- I n 2 CAR GARAGE RICK z I I o I 18.0, c ENTRY 14.99'I i. I 4' a 1V I 22.0' 18' DRIVE 9 25.20 5.20' 1 o' unL. ESMT. ryti. 5' CONC WALK I PROPOSED - flNISHEO SPOT GRADE ELEVATION PER DRAINAGE PLANS V\— - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 25.0' PROPOSED GRADE PER CONSTRUCTION PLAN FLaaE S 00"10'44 " E (B.8.) 35.03' ROCKY GROVE LANE 50' R/W) TRACT I UTILITY & ACCESS R/W BUILDING SETBACKS: FRONT - 25' REAR - 15' SIDE - 5.0' SIDE CORNER - 10' 6.J3' 5.00. 5.00, E 5.00, LOT 296 LVI vat 1W.11I. LIVING 1,453 SO.FT. GARAGE 477 SOFT. ENTRY 144 SOFT. LANAI 400 SOFT. BREEZEWAY- N/A SOFT. DRIVEWAY 403 SOFT. A/C PAD 24 SO.FT. WALKWAY 68 SO.FT IMPERVIOUS- 42.2 x 2.975 SO.FT. SOA A AR2 CA FT R/W 1,454 SOFT. APRON 110 SO.FT. PLOT PLAN ONLY" SIDEWALK 805 SO.FT. NOT A SURVEY) so0 540 SO -FT. PROPOSED INFORMATION SHOWN AREA 8.511 SO.FT. BASED ON SUPPLIED PLAN DRIVEWAY 513 SOFT. AND/OR INSTRUCTIONS PER SIDEWALK 873 SO.FT. CUENT NOT FIELD VERIFIED SOD 4,622 SO.FT. CR USFjVff 'YF'R - SCO TT EX. A S'SO C. , INC. - LAND SI UR VEYORS LCMID - LCGCND - P 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r RATVICLD rai- TTP. PRINT ON LINE TYPICAL NOS: IP. IRON PIPC PRE. PRIM Or RCVCRSC CURVATIORE 1. THE UFIDE>;lSi-1E0 DOES NL'Rar CERO Y TNAr Va SURVEY YETIS ME STANDARDS Or PRACTICE SET FORM Or ME FLORID. BOARD Or IR IRON ROD I.C.C. POINT aT COIOMD CURVATURE PROFESSpNAL sURK1CRS AND YAPPERS 01 0"PRR 3J-IT njoRIM ADb&& MV 000E PURSUANT TO SECTION 4T on. FLORIOA STATUES CASCT NR. CONCRCTC NWIRIENT I/!• IR. 43S{ RAM RADIALNON -RADIAL 2 UNISS dOO5SE0 ITN SWTVEYDRS SIGNIIIRE AIT OACOW. RILSED SCAL TIRE SURVEY YAP OR COPIES ARE NOT YAM RCC0RW0 VP VITNESS POINT I MS SURVEY WAS PRVVM FROM IRLE WFORLWTION FURFSWW 10 ME SURVEYOR. M01E MAY BE OMLR RESTRICTIONS P.G. PAR. IOINT OF RCGONII/0POINTr CALGEC. CALCIATED Oft EASOADM DW AFFECT IRO PROPEW.. PAC. POINT Or C0MNL6CNCM IRM KRNNOIT REF[RC1RL NONNENI 4.140 UNOERCROUND WKL PROINISENA1£ KMLOG/ED UNLESS OTMERMTSE SHOW t CENTCRLM rr. CINISIED F1.00t ELEVATION 0. TICS SURVEY IS PREPARED FOR DIE SOLE BOIEFT OF 11106E CLROFIED 10 AND $NO= NOT BE RELILD UPON OrANY OIIQR EMRY. NLD NAIL L DISK RSL NL WILDINGSCTRACK LINE KNCIRMRK 0. ODfENSIONS SHOW FOR INC LOCATION Or DIPROKA OM HEREON SHOULD NOT Be USED TO RECONSTAULT BOIRICARY LINES RAN ESNT. RIGHT-a<-VAY GSUKM Y RAiC RGRING 7 BWiWCS, ARE RASED ASSUMED WW AND ON ME LIE SNONTI A4 BISE BEAR[W (B.B.) DRANK DRAINAGE 0. ELEVAipA' SH HS, OWK AREblSm ON HATIOIfAL OEOOLTIC OAIVM Or 1019, I/ILLISS OMEiIWRE NOlE0. Lill. UTILITY D. CCRIIFIGITT OF AUTHORIZATION W 4900. CLfC. vIVG CHAIN LINKrCtC VOOD rME C/ R COIRRETE BLOCK SCALE I- 1' - 20'----1 1 DRAWN BY. ••• P.C. P.T. POINTOrCWVA7WK POINT OF TANGOCF OAT: ORDER No. DESC. DESCRIPTION11 CFRnF1E0 BY.' L RADIUS A* PLOT PLAN 03-10-2017 1057-17 TL04TH KLA REVISED PLOTPLAN 05-31-2017 G C0. CIWD KARIN6NORTH THIS BLOLDING/ PROPERTY ODES.NOT UE WRNIN -- -N•S THE ESTASUSHED 100 YEAR FLOOD PLANE AS PER 'FlRM' rdG S R.LS. 4714 2014E f' FLAP./ 12117C 0055 F. .NAVES W. SOOTT, R.LS 1 4801 fti Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: T80297 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0297 Model: Daphene III Tampa, FL 33610-4115 Lot/Block: 297 Subdivision: Thornbrooke Address: City: Sanford State: Florida 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: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 47 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date No. Seal# Truss Name Date 1 T10551974 C01 3/1/17 118 1 T10551991 1 HR02 3/1/17 121 T1 0551975 1 CO2 1 3/1/17 119 1 T105519921 HR03 1 3/1/17 13 1 T105519761 CO3 1 3/1/17 120 1 T105519931 J01 13/1/17 4 1 T10551977 1 C04 3/1/17 21 IT10551994IJ02 3/1/17 5 IT105519781F01 3/1/17 22 IT10551995IJ03 3/1/17 6 IT10551979IF03 3/1/17 23 IT10551996IJ04 3/1/17 7 IT10551980IF04 13/1/17 24 IT10551997IJ05 3/1/17 8 IT10551981IF05 3/1/17 125 1 T10551998 1 J06 3/1/17 19 IT10551982IF06 1 3/1/17 126 1 T1 0551999 1 J07 1 3/1/17 I 10 IT10551983IF07 3/1/17 127 IT10552000IJ08 3/1/17 11 IT105519841F08 3/1/17 128 IT10552001IJ09 3/1/17 12 IT10551985IF09 3/1/17 129 1 T10552002 1 R01 3/1/17 113 I T10551986 I F10 1 3/1/17 130 1 T105520031 R02_ 1 3/1/17 I 114 IT10551987IF11 1 3/1/17 131 IT105520041 R03 1 3/1/17 15 IT10551988IF12 3/1/17 132 IT10552005 R04 3/1/17 16 IT10551989IF13 3/1/17 133 IT10552006 R05 3/1/17 17 1 T1 05519901 HR01 3/1/17 134 IT10552007 R06 3/1/17 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPl 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 properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. SANFORD 1 7 - 1 9 4 so-lUS t4s; i E NS+. No 3486 STA OF ii FS O R `O `, i ON A E •` Jullus tee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East SM. Tampa FL 33610 Date: Lee, Julius March 1,2017 1 of 2 RE: TB0297 - Site Information: Customer Info: Taylor Morrison Project Name: TB0297 Model: Daphene III Lot/Block: 297 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. Seal# ITruss Name Date 35 T10552008 R07 3/1/17 36 T10552009 R08 3/1/17 137 1T105520101 R10 1 3/1/17 1 138 1 T1 0552011 R11 3/1/17 39 1 T10552012 I R12 3/1/17 40 1 T10552013 R13 3/1/17 41 1 T10552014 1 R14 3/1/17 142 1 T1 0552015 1 R15 1 3/1/17 1 43 1 T10552016 1 R16 3/1/17 144 IT10552017IRF01 3/1/17 1 145 1 T105520181 RF02 1 3/1/17 1 146 I T105520191 V01 1 3/1 /17 147 I T105520201 V02 1 3/1/17 1 2of2 Job ruse Truss Type oty ply T10551974 760297 C01 GABLEt 1 Job Reference (optional) ouxaem raaraource, r arrpa, rmm t,ay, rronaa ara00 om 1 24 23 22 2 3 rASV./Pr IY—la—I eR l.aailOee,-P/ea met Vl le—GV I rage) ID:8ls7p2vicca41B9DL55wDPz_POS.NORXefgvFhcXzggMN 5gWg7S2SzyElSxOGRxCPzfEzr op8 Scale - 1:21.3 4 5 3x4 = 6 7 8 9 10 11 25 4 21 20 19 18 17 16 15 14 13 12 30 = 30 = 1d-0 2.8-0 f 4-0-0 i Sd-0 86-0 8-0-0 9d-0 i 10&-0 12-0-0 12 9 Plate Offsets (XY)-- 5:0-1-8,Edge), (17:0-1-8,Edae) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) rVa We 999 BCLL 0.0 Rep Stress Incr YES W B 0.03 Horz(rL) -0.00 12 We We BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 66lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc puffins, except BOT CHORD 20 SP No.2(flat) end venicals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 12.7.12. lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 21, 20, 19, 18. 17, 16, 15. 14, 13 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi -rigid pitchbreaks 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') nails. S(rongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNWO - VI ly design pararrtstere and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE 0,164173 rev. 1612,2016 BEFORE USE Desll1 valld for use only elm Mflok®connectom it* design Is Lwsod only upon paamelers shown, and Is lot an individual building component. not a truss system. Before uso. Ito IABdrlg daslpner must vedry, the (XX)Iiccd*ly of design pxaamolots and property hcocimate mis design Into the overall txldVQ design. Bracing InalCalod Is to rxevent I=Mtrlg of trxONdual truts web and/or chord mombors only. Additional lomWary and pamlaent orating M iTek' Is always regJred kx skiblilty and to rxovent coUapso with posselltr personal k*xy and proporty damage. for general gUdarco ragading the foLvicalkxt slorago, delivery. otoctbn and txacing o1 Irtase3and truss systems socANSI/TPII CuaI1N Cdferia.OS8.69 and SCSI Wilding Component 6904 Parke East Blvd Satety Information avallable from Truss Plate IrlsUade. 218 N. Lee Street. Wife 312. Alexandria. VA 22314. Tanga, FL 33610 h I r,oss,97s 1 1 Job Reference (optional) 7.640 s Apr 19 2016 MTek Industries. Inc. Wed Met 01 16:60:01 2017 Page 1 10:8ls 7p2vicca4t890L55wDPz_POS-rb?vr?hXO?kObpFZxiov22gdosJ BzlO4 EwBUkszf Ezq Scale a 1:20.4 Job ruse Truss Type ply ouuaen rvuavu cv. anVv, rwm .ny, rw wn a.wwv OM 1 2 3 4 5 30 = 6 7 6 9 10 11 22 21 20 19 16 17 16 15 14 13 12 30 = LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(rL) -0.00 14 We We BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 64 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 OC puriins, except BOT CHORD 20 SP No.2(flat) end venicals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 12-4-10. lb) - Max Uplift All uplift 100 lb or less at joint(s) 12 Max Grav All reactions 250 lb or less at joint(s) 22. 12, 21, 20, 19. 18, 17, 16. 15. 14. 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) All plates are 1.50 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 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.' Veritydesignparameter andREAO NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ma-7477 rev. Ia D MIS BEFORE USEk, la use only Win MIIoW conneclors. IMs design Is bcnod only upon rxramotors shown. and k for an kidlvId al lxAdi ng component, not7WARNIWGGern. Borate me. the IxAdng designer must verify Ira q„AlcalAlly of design la•amelers and plop etly Incogxxato 0dc design Into the overall Bracing I ndiaatod Is to buclAng of IndlvkhKd puss wob and/or chord members only. Addlkxnal temporary and permanent txockg M elk' esign. prevent clukod lot skfiBlty and to rxevenl collapse wltn p s Ae parsoncl kfuy and poperly darnugo. For g neral g ida nce tegrdng If W8904 Parke Erat BNd. stotage. delivery, erection and bracing of trusses and truss systems, sooANS1/IPI I Quality Criteria, OSS-89 and SCSI Building ComponentrtnatlonTaapa, FL 33610ava6rSAefromtrussPlateinstitute. 218 N. Lee Street. Sutte 312. Alexandria. VA 22314. Job Truss TruqeType 0ryPly tt055106 T80297 CO3 GABLE t t Job Relererce(optional) ov I D:81s7p2vjcca4j B9DLSSwDPz_POS-rb?vr?hXO?kObpFZxicv22gdmsJBzl04EwBUkszlEzq Scale . 1:40.2 30 = 3x6 FP = 30 = 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 2021 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x6 FP = 3x4 = 30 = 6414 8-0-0 9.4.8 10-0-0 12.0.0 13-4-0 14.8-0 , 18-0-0 17.4-0 1711.8.6 20.0-0 L 22-&0 24.0.024.5.1274416 _ wJ1 71i4 } f.1Lt1.A fl.S.f Plate Offsets (XY)-- f7:0.1-8.Edael.116:0-1-8.Edael, (28:0.1.8.Edgel.135:0.1-8.Edge) LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) rVa We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WO 0.03 Horz(fL) -0.00 22 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 122 lb FT = 20%F, 114cE LUMBER- BRACING - TOP CHORD 20 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oC punins, except BOT CHORD 20 SP N0.2(flat) end venlcals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid calling directly applied or 6.0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 24-5-12. Ib) - Max Uplift All uplift 100lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 22, 41, 40. 39, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24. 23 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO. Vartly design parometan end READ NOTES ON THIS ANDWCLUDED AIREK REFERANCE PAGE M67477 rev, raV9/2016 BEFORE USE Design valid lot use only with Mrlok® connectors. Ms design Is based only upon parameters shown. and N for an Individual building component. rat a htas system. Before use. the tx Mdng designer must verity the ctp:lAlcabl.ry, of design p aiamoters and properly hcoq»tato 0* design Info the over,. building design. Bracing Indicated Is to buckling of Individual truss w,t and/or chord members orgy. Additional lomperay and permanent txadng M!Tek' pxovont Is always tec"od let sV.fi6fly arW to rxevent cdkpso with posstAo pmson l in ry and property, danage. for genet, gtkJanco to{lerdng One fatxicalm storage, delivery. erection and bracing of trusses and Truss systems. sooANSWPI I Quality Cdtada, OSS-89 and SCSI Building Componenl 6904 Parka East BNd Tampa, FL 33610Salaryinformationawc0c"e from teas Plate hnstrule. 218 N. Lee Street. Suite 312, Alexandda. VA 22314. Job I muss TrUSS Type ry T1055t977 T80297 CM GABLE t 1 Job Reference (optional) aus9ars rssra9urce. Iarrpa, row terry, rwuaa 4aa99 om ID:81s7p2vlcca4iB9DL55wDPz_POS-JnZH3Lr9nitFCzglVP78bFCZ 10i66Taw1GlzfEzp Scale . 1:19.2 4 5 6 7 8 9 10 20 19 1e 17 16 1s 14 13 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a rVe 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(rL) rVa rVa 999 BCLL 0.0 Rep Stresslncr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight: 57 lb FT = 204bF, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purllns, except BOT CHORD 2x4 SP No.2(flat) end venicals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 11.8.4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18. 17, 16. 15, 14. 13. 12 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (Le. 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 3-1Od (0.131- X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verily design PemnWom and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MQ7473 rev. I&VZW 15 BEFORE USE. Design vdld for use Orly VAm Mllok® connoclors. this design Is based only upon paramolors shown. and Is for an hdvidkial building component nol a hrm system. Below use. Iho txAdrng designer must verity the cglltlk;alAlty of doslpn poamotea and Ixoperly I nco(lorote Its design Into the over,, txBdng design. Bracing Indicated is to t of hdWJud truss web and/ot chord members Orly. Addriorml lomporary and permanent brocing M iTek' Ixevent uc:10V Is always to Wrod kr sIctAlty aw to rxavonl collat)w vnlh possMe persons rVw arw rxopeny damage. ra general ULkIt ce teWc11rvj the 6904 Parke East Blvd. Idxk:alkxn. storaoo, delivery, cooclbn and txadng of trusses and Huss systems socANSVM I Quality Criteria, DS949 and SCSI Wilding Component Tempe, FL 33610safetyInformationava0k"e from truss Plate Ins9Me. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Job cuss russ I ype ryPly r,oss,e7e T80297 1`01 FLOOR 12 I Job Reference (optional) 12 1 0.1.8 H i 2.6.0 1.Sx3 II I.Sx3 = 1.50 = 3x4 = 1 2 rye ruye ID:81s7p2vjoca4iB9DL55wDPz POS,1nzH3Li9nitFCzgfVP78bFCh8GWsi8IDTaw1G1z1Ezp 1.5x3 11 LSx3 11 3 4 Scae:l:2t.8 I.Sx3 II 3x4 = 1.Sx3 = 5 6 30 = 30 = 3x6 = 12.7-12 e_s_. Plate Offsets O,Y)-- 8:0-1-8,Edgel.19:0-1-8,Edgel LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wait Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) 0.15 7-8 991 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(TL) 0.26 7.8 566 240 BCLL 0.0 Rep Stress Incr YES W B 0.31 Horz(TL) 0.02 7 n/a rVa BCDL 5.0 Code FBC2014lrPf2007 Matrix) Weight: 66 lb Fr = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ibtsize) 7=672/0-3-8, 10=678/0.7-4 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1356/0, 3.4=-1356/0, 4.5=-1356/0 BOT CHORD 9.10=0/923, 8.9=0/1356, 7.8=0/939 WEBS 2-10=-1077/0, 2.9=0/575, 5.7=-1084/0, 5.8=0/562 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid celfing directly applied or 10-0.0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - V*dfr dodyn porometere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M67Q3 rev. 10413MIS BEFORE USE Design valkl for trso only with MIIo1O connoclots. n* dosWn h Ix nod only anon Ixaamolors stlown, andis tot an hcllvidtKd IxRalng component, not o frnas system. Boloto use. the txAding deslpnot roust vedty the alxlkalAlN of design paanotors and Ixol"ly Incorl"ole Iles design Into She overall txAdkV design. Bracing Indicated Id to rxevonl t ucaing of Indlvlducd tom web and/ot chotd members only Acldllon l temporary and letmanr:nt txachgj MiTek' Is ctwoys roclrLod foe stalrAlty and to provonl colic tpso wllh poss&Ao petsonal fu y and peopeny damage. Far general guidance regachng Ino fabrication. storage, dedvery. etocllon and bracing of ttuaes and truss systems. 600ANSVIP11 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomlatlon available from Tram Plate tr1s11Me. 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 33610 O I'm Truss Type ty nosste7e T80297 1:03 FLOOR 6 1 Job Reference Ilona ouwen rrroaoures. wawa, rune wy, -- aa- . at•e H 26.0 1.5x3 II 1.Sx3 = 1.Sx3 = 30 = 1 2 ID:81s7p2vicca41B90L55wDPz_POS•nz7fGginXc?6g7Px27e;ei ltigraRbgN.EgbokzfEzo 1.8.2 I.SX3 11 I.5x3 11 3 4 Scale . 1:21.4 3x4 = 1.Sx3 11 5 6 w w n in am ttr• 9 8 30 = 30 = 7 3x4 4 R LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCOL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.50 BC 0.59 W B 0.30 Matrix) DEFL. In Vert(LL) -0.13 Vert(TL) -0.24 Horz(TL) 0.02 loc) Well L/d 9-10 >999 360 9-10 >610 240 7 n/a We PLATES GRIP MT20 244/190 Weight: 64lb FT=20°SF,11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 10=667/0-7-4, 7=667/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1316/0, 3-4=-1316/0, 4.5=-1316/0 BOT CHORD 9-10=0/906, 8-9=0/1316, 7.8=0/906 WEBS 2-10=-1057/0, 2.9=0/548, 5-7=-1057/0, 5.8=0/548 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Seml-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 3-10d (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. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING . Veriy design pamrWarr and READ NOTES ON THIS ANO INCLUDED M//EK REFERANCE PAGE ND7473 rev. IW3a0fS BEFORE USE Dosllp vvaiid lot use only with Mliek®connoctors. this desl0n k based only upon patmneters shown. oriel b lot on IttcltvkkKg IxAdkng component, rat a Russ system. Below uso, the txlldhtg "not must verify into opp lcolAlly of dosl®t ixuatmotors and property Incapxoto thh dosign Into Into over... b des.gn. 8rack Incilcoted h to buckItrtg of frklroklud truss web arVJ/or chord momhets only. AddllorVJ temrxxary, and potmatonl txarartg M iTek' uldng Q provenl Is.Jways tegrhed kx skhAt.y anal to pxevenl collapse with rwssbW personal In iry arvJ property ckanarjo. For general gulo nce regmdV* We 6204 Parke East Blvd. kttxk:atkxt storage, delivery. erection and txackV of times and miss systems. seaANSI/TPI I Quality Criteria, OS849 and SCSI Building Component Tampa. FL 33610SafetytnformadonavailablefrommussPlateInstitute. 218 N. Lee Street. Sdte 312. Alexandria, VA 22314. tiSS russ I yPe n T10551880jJobT80297F011:100rouft 1 1 Job Reference opdonel Builders FkitSource. Tempo, Ploru Cay. Fbddo 33566 7.6406 Apr 19 2016 MTox inaustan. lne. woo MN ul 16:50.032017 Page 1 10: 81s7p2vfcca4lB9 DL55wDPz_POS-nz7fGginxc?6g7Px27eN8TiK)gxRRd4NiEgbokdEzo 1. 6-0 R 1.Sx3 II 2 3x4 = 31.Sx3 II 3x4 = 3. 3-0 30 = 4 opScale - 1:11.3 LOADING ( psi) SPACING- 2-0-0 CSI. OEFL. In (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Ven(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Ven(TL) -0.02 4.5 >999 240 BCLL 0.0 Rep Stress Incr NO WS 0.15 Horz(rL) 0.00 4 We n/a BCDL 5.0 Code F802014/rP12007 Matrix) Weight: 20 lb FT = 200SF, 1 I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 20 SP No.3(flat) BOT CHORD REACTIONS. ( lb/size) 4=596/Mechanical, 5=596/Mechanical FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4.5=0/425 WEBS 2-4=-59810, 2-5=-598/0 Structural wood sheathing directly applied or 3-3-0 oc punins, except end venicals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- ( 6) 1) Refer to girder(s) for truss to truss connections. 2) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131* X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down at 1.7.8 on top chord. The designtselection of such connection device(s) Is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6)' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.5= •10, 1-3=-270(F=-170) Concentrated Loads (lb) Vert: 2=-317(F) WARNWO - Vetlly dedgn pammetete and REAO NOTES ON rHn ANO WCLUOEO M7TEK REFERANCE PAGE Mo-7473 mv. 1=302015 BEFORE USE Design vc9a lot use only wine Ml lek®conuectors. this design is based only upon parameters shown. orld fs lot an IndMcknM Ixtlding comporwnt. not o huss syslom. Wrote tao. the IxBdhlg dosignoi must verity the o14)f6coU111y of cleslgl pmameton and 1xolxnly kwogxxoto Min design UNo the oveeatl tx MV dostgn. Bracing Inclicolod Is to hxsckWV of WNklucl IRm wob ona/er acid mombom only. Addlrorwl lomponay and pormonenl biockV M ffek' txovonth otways eeClLlred foe stahOBy and to rxevcnt Cdigxo wllh posdAe persorxl k*ffy and rxopedy dctrn000. fa geretal gJckneo regcading Rho 6904 Parke East Blvd kltxbollon, stocogo, dellvoty. atoellon anct txockQ of tnnsses orld Inns systoms. sooANSI/rpl I Quality CrlteMa, 0$649 and BCSI Building Component Tampa, FL 33610 SafetyIntannotlonavaBok3lofromInmPlateInsBMe. 218 N. Lee Sheet. Stile 312. Alexa ncida. VA 22314. o russ russ ype ry ply TtO55t96t TOM?FOS Floor 1 t Job Reference (optional) Butldets FirstSource, Tampa. Plam City, FbAda 33566 10 7.640 s Apr 19 2016 fA I *K 1AduaMfree, 1AC. wed Mar 01 16.50-03 2011 rage 1 I D:8ls 7p2vicca4iB9DL55wD Pz_POS-nz 7fGginXc?6g7Px27eN8TltigtnRelNiEgbokzf Ezo a1-e 2.6-0 1.7.12 1.3-0 1.Sx3 11 30 = 1.Sx3 11 1 2 3 3x4 = 4 3x4 = 30 = C Scale . 1:12.6 4P Plate Offsets (X Y)— I2:0.1-8.Edge1 13:0-1-8.Edgel LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.05 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) 0.07 7.8 932 240 BCLL 0.0 Rep Stress Incr YES WS 0.11 Horz(TL) 0.00 5 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 35lb FT=20%F,11°bE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 8=317/0-5.4, 5=317/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=-289/0 BOT CHORD 7-8=0/289, 6.7=0/289, 5.6=0/289 WEBS 2.8=-335/0, 3.5=-434/0 Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks 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 3.10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNINO - VedlY design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 4M-7473 rev. 1&9142015 BEFORE USE Design vclkt to USG only vAlh MI lok®COnnactos. INs design Is based only upon txworneters shown. and Is lot on hdtvkAnd IxAding component. not S o hm mtsystem. Bolore use. the txlldrtg dm esigner ustverify the cgX:IbalClty of clop pwwfets aIx ld opedy hcoporatanth dostgn Into Ile overall txtldrlg design. Brocfrlg Wicalod h to provent Welding of Individual fluss wob and/ot chord momtors oNy. Adc9noncf lanpotay anal permanent txachg MOW Is alwcrys togJrod to skfiOny are 10 rxovenl collapse with rxYzble persorxl fryW and ptopcvly danctip. Fa gerertl guickme regadrlg nw fclxlcallon, stotclpa. delivery. erocnon arxl txctchg of n11sm on d Irtm sylteffm soeANSI/TPI I Quality CdtwW, DSB-89 and SCSI Building Component 6904 Perk* East Blvd. Satety Intatllallon ava0able from lam Plate Mfute. 218 N. Lee Street.:4lte 312. Alexa dflo. VA 22314. Taapa. FL 33610 Job Truss russ I ype 0ry Ply T1eSS1982 T80297 Fob floor Girder I 1 Job Reference (optional) Sudden FkslSource. Tanga. Plain City, Florida 33666 0.1.8 H 1-3-0 1•to4 3x4 II 1.Sx3 = 1.Sx3 = 6xe = 36 11 7.640 s Apr 19 2016 MrTak Industriss. Inc. Wad Mar 0l 16.50:04 2017 Page 1 ID:81s7p2vicca4l89DL55wDPz POS.FAh2TOIPlw7zSH 8cgAcgglxh46uAvYWxuP8LBztEzn 2-0-0 4x6 11 3x6 11 4x6 11 2-0-0 1 011ie ScaW . 1:22.4 36 II 4x6 11 1.Sx3 = 30 = Sx6 = 1.5x3 II 54 = 3x6 = 3x6 = 2 9-0 4.10.4 12.11.12 2.9-0 2.1-4 8.1-8 Plate Offsets (KY)-- 14:0.3-O.Edpel. (13:0-1-8.Edfael. (17:0-1-8.0-0-91 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.94 Vert(LL) -0.15 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Ven(TL) -0.23 11-12 >672 240 BOLL 0.0 Rep Stress Incr NO W B 0.84 Horz(TL) 0.03 9 We n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 90 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No. t(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc punins, except BOT CHORD 2x4 SP NO.1(flat) end venlcals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 Oc bracing. REACTIONS. (lb/size) 9=972/0.3.8, 14=1011/0.5.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1954/0, 3-4=-1954/0, 4.5=-2820/0, 5.6=-2820/0, 6-7_ 1778/0 BOT CHORD 13-14=Of787, 12.13=0/1954. 11.12=0/1954, 10-11=0/2273, 9-10=0/1256 WEBS 7.9=•1526/0, 7.10=0/809, 6-10=-766/0, 6-11=0/674, 5.11=-1232/0, 4.11=0/1328, 2.14=-1186/0. 2-13=0/1758, 3-13=-1170/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for 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 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 Ib down at 6-2-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead r Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 9-14=-10, 1-8= 100 Concentrated Loads (lb) Vert: 5=-596(F) Q WARNING . Irarlry dodon parometats and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1146747J tsv. I&V3,2015 BEFORE USE Design valid for use orgy vAlh Mllold9 connoctors. Ihh dosIgn a tired only u;)on palamolofs shown, and Is lot an Individual "ding component. not a truss system. befero use. the Ixlldlng deslgrlot must verify the cq:01catAlty of design paamoteis and Ixopeily fraogxxoto this design Into the ovetdl Ixlding design. Bracing Indicated IS to prevent bucNtrlg of In lviducd truss web and/ot chard momlxxs orgy. Additional lorn"ary and permanent lxo,-WQ M iTe k' Is aKwrA teq fired for sksn9gy as to rxevenl co9gtw vAlh posslAe petsorxl Inn ry and property da iago. For geretal guidance togardho Ile latxlcatbn, storage. delivery. otoctbn and txocfrlg of trusses end truss systems socANSV M I Quality Criteria, OSS-89 =W SCSI eu0dklg Component 6904 Parke East Blvd. Safely Information avc8atsle from Truss Plate Institute. 218 N. Lee Street.:Mle 312. Alexandria. VA 22314. Tanga, FL 33610 Job T ruse rUSe I ype 0ry Ply TtOSSM83 760297 f07 FLOOR 3 t Job Reference tiona owwan rasawu w, auyu. I... army. r,V,w. wwaov 0.1.8 H 1 2.6-0 2.2.12 ID:8ls7p2vicea4iB9DL55w10Pz_POS-FAh2TOjPlw7zSH 6cgAcgg1744AWAtdWxuP8LBz1Ezn o1-le Sea . 1:22.4 1.5x3 II 1.Sx3 = 1.Sx3 II 1.Sx3 = 30 = 1.5x3 II 1 Sx3 II 3x4 = 1.5x3 = 1 2 3 4 5 6 0 1 e e 3x4 3x4 = 30 = 12.11.12 0_ .0 3x6 = 13 4ap Plate Offsets (X,Y)-- 8:0-1-8.Edael. (9:0-1 -8. Edge] LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Ven(LL) 0.18 7-8 853 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Ven(TL) 0.29 7-8 521 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 67 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(tlat) TOP CHORD BOT CHORD 20 SP No.2(tlat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/slze) 7=690/0-3-8, 10=697/0.5.4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1421/0. 3-4=-1421/0, 4-5=-1421/0 BOT CHORD 9-10--0/952, 8-9=0/1421, 7.8=0/968 WEBS 2-10=-1111/0, 2.9=0/622, 5.7=-1118/0. 5.8=0/608 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.1Od (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNWO - Vedry design parameters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE A07472 rev. raaMMIS BEFORE USE. Ooggn VOW la use only with WOW Connectors. Ih1h deslan It Ixaod ordy t4on Paanoters shown, and is to an hdMdud IxAdbV component. rot o buss system. Bofoto use. Iho txAdrg doslttnor must verify Iho q,.gAcaAlfy of daski n paomoters and pxoteriy hcorporoto 1hh design Into Iho ovedl txBcfrg dmlOn. Broc9g Indicated Is to b tclabg of hc9vk)uel puss web and/or chard members only. Addbond temporary and peananont txcrbg MOWprovent E always to"od for sicUlty and to pravernt cdtapso vAlh tessblo p ersond hKay aw properly danotle. Fot go "cd gukkMa togackv tfa tatMcatbn storage. delivery, erection axt twicit 0 of hussas and miss syslemt soeANSVIPI I Quality Criteria, D311149 and SCSI building Component 6904 Parke East Blvd. Safety Information avullable Dom tnm Rate Irnsillute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job T buss buss I ype oty ply T1oSS,ee4 T80297 F06 I FLOOR 3 1 Job Reference Gone Budders F&gSource. Tampa. Plate Cay, Florida 335" 0-1-e H 2.6-0 1-" I.sx3 u I.sx3 = 1.Sx3 = 7.640 a Apr 19 2016 kdTek Indusutes. Inc. Wed Mat 01 16:50:05 2017 Page 1 10:8ts7p2vicca4i89DLS5wOPz_POSgMEOhMk 13OFg3RZKAYhrDug7iTVHvTCg9Y9rtdzfEzm 2O3 i 1 2.6-0 I .Sx3 11 I.Sx3 11 26.0 a. 1:28.5 1.5x3 11 w w w w 1 c- I cx ere• w PMA 16.4.12 16.4.12 Plate Offsets (XY)-- f11:0.1.8.Edgel.f12:0.1-8.Edael LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Ven(LL) -0.22 10-11 >870 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Ven(TL) -0.32 10-11 >598 240 BCLL 0.0 Rep Stress Incr YES W B 0.43 Horz(rL) 0.04 9 We rVa BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 85lb Fr =20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5.9-4 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 9=888/Mechanical, 14=888/0.7.4 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1656/0, 3-4=-2297/0, 4-5=-2297/0, 5.6=-2297/0, 6-7_ 1680/0 BOT CHORD 13-14=0/1277, 12.13=0/2022, 11.12=0/2297, 10-11=0/2032, 9-10=0/1280 WEBS 7.9=-1494/0, 7.10=0/635, 6.10=-560/0, 6-11=0/529, 2-14=-1491/0, 2-13=0/601, 3.13= 581/0, 3-12=0/625, 4.12=-330/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of (his truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7)'Thls 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.' Q WARNING - V*diy design peremoters end READ NOTES ON THIS AND INCLUDED dr/TEK REFERANCE PAGE ArIF7479 rev. r&WMI6 BEFORE USE Design vdkl lot use only vAm WloW connoclors. this design Is based only upon poramolers Mown. and Is rot an Individual Ixdding component. not o buss system. Befoto use. Ono Ixdktrtg deslgnot must vorlfy Ono q:jAlcatAlly of dloslgn pwatnetcrs atict properly Incotixaoto this design Into the twortll txBdk,g design. Bracing Indicated Is to bucMhg of fntlNkludl truss web and/or chord members orgy. Additional temporary and permanent bxtr_fr1g M iTek' pxevont Is tlwtsys ret>,lted fa sk*Aty and to prevent colicpw With posstAo personal N*Jry and fxopedy c1QncQo. Fax general guidance rogardIng 91e fabdcalbrL storage. dollvety. etoctlon and txocIng of tntssos arcs Mrss systems. sooANSVIPI I Quality Cdteda, OSA-69 and 6CSI 9uMng Component 6904 Parke East Bard. Tanga, FL 33610SafetyInformationavvmamlefromteasPlateI1s0M1A@. 218 N. Lee Street. Suite 312. AlexcrxJMk VA 22314. Job T cuss Truss Type ty TtO55t985 T80297 F09 FLOOR 2 t Job ReferenceGona Buklers F satSource, Tempo. P1ard City. FlorWa 33566 2-" 1.10 LOADING (pst) SPACING- 2.0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP N0.3(flat) REACTIONS. (Ib/size) 14=880/0.4.0.9=880/Mechanical 7.640 a Apt 19 2016 MITek InMaltloa, Inc. Wad Mat 01 WS0,05 2017 Pogo I ID:81s7p2vjcca4jB9DL55wDPz POS-jMEOhMkl3DFg3RZKAYhr0ug77TRsvTGggY9ltdzlEzm 1I10.8 2.6-0 ISO II 1.Sx3 II 2.6-0 Swls - 1:28.1 I.Sx3 II CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.83 Vert(LL) 0.2210-11 >888 360 MT20 244/190 BC 0.98 Ven(rL) 0.3210-11 >602 240 WB 0.42 Hor1(fL) 0.05 9 n/a rVa Matrix) Weight: 83lb FT = 20%F, 1145E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1637/0, 3.4_ 2258/0, 4-5=-2258/0, 5.6=-2258/0, 6-7=-1659/0 BOT CHORD 13.14=0/1264, 12-13=0/1994, 11-12=0/2258, 10-11=0/2007, 9.10=0/1266 WEBS 2.14=-1476/0, 7-9=-1477/0, 7.10=0/625, 6.10=-552/0, 2.13=0/592, 3-13=-568/0, 3-12=0/605, 4-12_ 327/0, 6-11=0/510 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 'Semi -rigid pitchbreaks 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 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) '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.' A WARNING. Verrry dedgn persmatem and READ NOTES ON THIS AND WCLUDED M//EK REFERANCE PAGE MD7473 rev. 164113,201S BEFORE USE Design valld lot ttso only with tAlek® corvectots. n* design E based only upon pxttanelers shown. and Is lot an hdlvkAtd txdding component, not a buss system. Betoto use. Ito Ixllding doalgret must verity, the cyII111co1119y of design pxaconolots cold Ixopedy Incerpetato mk design Into one overall lxacarlg design. Bracing Incllcaled Is to txtcaklg of Individual truss web and/or cretd members only. Aualllonal ernrxxcoy and permanent bxacWQ MOWrxovenl is always i0quired lot akItAtty, and to prevent collat stl with possUe persorMJ k*Ay and rxopony danage. For genetal guidance regaditV Ito 6904 Perko East Blvd. k"Ication. stotage, delivery, erection and txackV or trusses and mac systotns secANSI/TPI I Quality CAtenla, OS649 and ICSI 8uilding Component Tarrya, FL 33610SoletyInformationavoicbloItomlawPlateInstitute. 218 N. Lee skeet. Suite 312. Alezatldda, VA 22314. Job rues rues Type ty Tt0SSMS T80297 Fit) Floor Girder 1 1 Job Reference bona Builders FustSource. Tarnpa. Plant Cdy. Florida 33566 1.7.14 1.7.14 1-3-0 3x6 11 US = 3x6 II 6xe I I 7.640 a Apr 19 2016 Kraft Industries. Inc Wed Mar Ot 16:50.06 2017 Page 1 ID:ets7p2vicca4iB9DLSSwDPz_POS-CYooulltgxNghb9W kFC415NKytrxeo?pOCuFP3zf Ezl 2.2.4 Scale . 1 27.5 69e = 3x6 II 36 II 6xe II Us II s 19 6 7 a 20 9 Ita tttttttttw wr_tttttttttw w ttttttttttttttww, wssasssssar.tw w w tw weriw moz ' gag 4x6 = 3x6 FP = SXB Sx6 = 1.Sx3 II 1.5x3 II 5x6 = 598 = 4x6 = 36-0 6-0t2 e6.12 9.9-t2 t2.3-0 1360 t&1-0 34.0 2.6.12 28-0 1.3-0 2.5.4 1-3-0 2.7$ Plate Offsets (X.Y)-- 110:Edae,0-1-81.118:Edoe,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.76 V@rt(LL) 0.11 12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Ven(fL) 0.17 12 910 240 BCLL 0.0 Rep Stress Incr NO W B 0.90 Horz(TL) 0.04 10 tVa rva BCDL 5.0 Code FBC20141TPI2007 Matdx) Weight: 109Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) 'Except' 10.16: 2x4 SP M 31(flat) BOT CHORD WEBS 2x4 SP No.3(llat) REACTIONS. (Ib/size) 10=2310/Mechanical, 17=2726/3.8-0, 18 612/3.8-0 Max Uplift I 8=-834(LC 7) Max Grav 10=2311(LC 4), 17=2779(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=0/2313, 3-4=0/2313, 4-5=-1078/0, 5-19=-3127/0, 6.19=-3127/0, 6.7=-4238/0, 7.8=-3176/0 BOT CHORD 17-18=-1062/0, 16-17=-1030/235, 15.16=-1030/235, 14-15=0/2085, 13-14=0/4238, 12-13=0/4238, 11.12=0/4238, 10-11=0/2107 WEBS 2.18=0/1401, 2.17_ 1651/0, 4-15=0/1899, 4-17=-2189/0, 5-15=-1869/0, 5.14=0/1616, 6.14— 1677/0, 8-11=0/1656, 8-10=-3175/0, 7-11=-1599/0 Structural wood sheathing directly applied or 6.0-0 oC punins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing, Except., 6.0-0 oc bracing: 17-18,15.17. NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 834 lb uplift at Joint 18. 4)'Seml-rigid plichbreaks 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 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) *This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 10-18— 10, 1-19=-100, 19-20=-544(F=-444), 9-20=-100 Q WARNING - Verrry deNgn parameters and READ NOTES ON TNfS AND INCLUDED AMEX REFERANCE PAGE M9.7473 rev. IM0,2015 BEFORE USE Design valid for uto only Win Ml loM connoctors. It* design Is Lxnod only upon parameters Yawn and is for an hUMcktal btlding component, not a hues system. Before tao. Ita Ixlldi np design of must verity the agllAkatAlty of des"i paanolels end propelly I ncotpotato thk design Into the ovetatl txgcing dcslgn. 8rctctng hddcatod Is to prevent twcldlrV of Individual hues wob aad/el chord momtxas only Addliond lom"ary and pwrmanont tracfrng M iTek' Is always tocpLed for sk"Ity and to rxevont collapw whh posslAo personal " ancJ property dcanage. for general gtxla nco tegurdng file kaxlcotlon stotaoo. delivery, election and txcicfrng of tntssos and Irtrss solemi secANSI/FPI I Quality Critedo. 01111419 and SCSI Building Component 6904 Parks East Blvd. Safety Information availableble from Ines Rate In:htule. 218 N. Lee Street. Sulle 31Z Alexandria. VA 22314. Tampa. FL 33610 Job T fuss ruse type nosstea7 T80297 Fit Floor t t Job Reference lions ouxiwrs rasisource, pampa, rrem %,ay. rroraaa saaoo 1.6.8 i 1.5x3 II 2 30 = v.ao.w; . 10:8ls7p2vicca4iB9DL55wDPz_POS-CYoouilfgXNghb8W kFC415NTJt?eeOapOCuFP3zfEzl 31.5x3 II 30 = 30 = Scale . 1:11.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stresslncr YES WB 0.04 Horz(TL) 0.00 4 n/a rt/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 20lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 OC puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/sl2e) 4=176/0.4-0, 5=176/0-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (3) 1) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 2) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X 3') flails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) '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.' 0 WARNING - Vedly dedfin persmoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11,7472 rev. I"IM1S BEFORE USE Design valid for trse only Win MlleM connoctom rhb design Is based only upon Ixxamoters shown. and Is fa an hdNkAial bulding component. not a hm systan. Bolao uso. the "cling dosigned mull vedfy the cybplicafbtilty of design rxxomolem and ixopedy hcorlolate "ns do9pn Into Ifs ovortfl building design. Bracing Indicated Is to txrCWV of hcBMdurd hua web and/a Chad members only. Addlional temporary and rxxmanent txachlg M iTek' paovent is crways tw4diod ioa stability and to rxovonl cotianse with possible passional t*xy and rxoperty damage. For gonaad gtldanCo rogarding Ito 6904 Parka East Blvd. fatxlcatbn storago, delivery. erection and Wichg of tnisses and truss solemn. soeANSVIPI I Cuality CdterW, DSB-89 and SCSI Building Component Tanya, FL 33610SafetyInformationavallablefromTrimPlateInstitute. 218 N. Lee Sheet, Site 312. Alexandit VA 22314. Job Truss Truss Type 0ry ply TIO5S1988 T80207 F12 FLOOR 5 I t Job Reference lions auxaam rastaource. r arrpa, ram try, rrorma ; as 0-tom F 2.6-0 1-3.0 1.Sx3 II I.Sx3 = 3x6 = 4x6 = 4x6 = r.o+v a r ry cure mre,c mausnwe, ,rc. aye I D:81s7p2vicca4iB9DL55wDPz_POS-gIMA62m IbrV XJkpHziJ IJwU7H7dr4Jhydseox VzlEzk 1 5x3 11 1.5x3 II 3x6 FP= I 2.6-0 Stale . 1:43.3 4x6 = 4x6 = t.5x3 II 4P 24 23 22 21 20 19 IB 17 16 15 14 3x6 = 4x6 = 4x6 = 3xt2 MT20HS FP = 4x6 = 4x6 = 3x6 = 1.50 SP = 24.10-4 f 0e-ram Plate Offsets (X Y)-- 118:0-1-S.Edael.119:0.1-8.Ednel.125:0-1-8,0-1-81 LOADING (psf) SPACING- 2.0.0 CS1. DEFL. In (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Ven(LL) 0.48 18-19 617 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Ven(TL) 0.75 18-19 395 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES we 0.68 Horz(TL) 0.14 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 131 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 4.0-8 oc pudins, except 9-13: 2x4 SP No.2(flat) end verticals. BOT CHORD 20 SP No. 1(flat) 'Except' BOT CHORD Rigid ceiling directlyappfled or 10.0.0 oc bracing, Except: 14.20: 2x4 SP M 31(flat) 2-2-0 oc bracing: 19.21. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 14=1353/0.4.0, 24=1353/0-7-4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-2816/0, 3-4=-4095/0, 4-5=-4937/0, 5-6=-5371/0, 6.7_ 5371/0, 7-8=-5371/0, 8-9=-4937/0, 9-10=-4937/0, 10-11 =-4095/0,11.12=-2815/0 BOT CHORD 23-24=0/2047, 22.23=0/3552, 21-22=0/4622, 20-21=0/5230, 19-20=0/5230, 18.19=0/5371, 17.18=0/5230, 16.17=0/4622, 15-16=0/3551, 14-15=0/2048 WEBS 2-24=-2389/0, 12-14=-2390/0, 12-15=0/1218, 11-15=-1170/0, 11-16=0/863, 10.16=-837/0, 10.17=0/501, 8.17=-522/0, 8-18=-242/640, 7-18=-329/68, 2.23--0/1218, 3.23=-1170/0, 3-22=0/863, 4-22=-837/0, 4.21=0/501, 5.21=-520/0, 5.19=-240/639, 6-19=-330/67 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 3x4 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 20 = 1144 5) 'Semi-dgld 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 3.1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 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 pet ANSI TPI 1 as referenced by the building code.' WARNWG - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1167477 rev. IM21201S BEFORE USE Design valkl lot use only with Milok® connectors. this design Is lased only upon paranoters shown, and Is la at lixtivldrtal building comportenl. not a Russ system. Before use. the Ix"ig destgret must verily the al4)(1cablity of design p aianotots and Ixoloriy hcalorato mh dosign Into the overall building design. Bracing trtrncalod Is to buckling of Irx9vklual tnas web and/or Chad memla n only. AddBond temporary and taxtnanent 131(r-I ng MOWIxovent 6 always rogn4ed bt skID0lty and to pxevent Cdkpso with possible Ixxsavl kMay aW nrop arty ckrnage Fa gerefal grlaanee regadfrV the kexlcolloex stmage. delivery, oroctkxn and bracino of musses and truss; systems. sooANSI/pPI I Quality Criterla, OSSd9 and SCSI Subdi ng Component 6904 Parke East Blvd. Safety Inlamnatlon avallable from tram Plate fruStute. 218 N. Lee Street. Suite 312. Alexandria VA 22314. Taapa, FL 33e10 Job I russ Truss Type y Ply T10551989 T80297 Ft3I FLOOR 6 t Job Reference (optional) Buddent FrrstSoutce. Tampa. Plord City. Florida 33566 2 1 o-1-e 1.Sx3 it I,5x3 = 1.Sx3 = 3x4 = 7.640 s Apt 19 2016 M-Tak Industries. Inc. Wad Met 01 16'50:07 2017 Page t ID:8ls7p2vjcca4jB9DL55wDPz POS-gIMA62mlbrVXJkgHzjJlJwTrHCpNPzydseoxVzfEzk 2.3-12 11-3-0 Scale . 1:20.2 1.Sx3 II 1.5x3 II 3x4 = 1.5x3 II I e I 0 B 9 8 30 = 3x4 = 30 = Plate Offsets ()(.Y)-- f8:0-1-8.Edge), f9:0-1-8.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Ven(LL) 0.19 9-10 737 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Ven(TL) 0.34 9-10 407 240 BCLL 0.0 Rep Stress Incr YES W B 0.28 Horz(rL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/fP12007 Matrix) Weight: 60lb FT = 20%F, 114bE LUMBER- BRACING - TOP CHORD 20 SP No.2(Ilat) TOP CHORD BOT CHORD 20 SP No.2(Ilat) WEBS 20 SP No.3(flat) BOT CHORD REACTIONS. (Ib/size) 10=629/0.7.4, 7=629/0.4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1139/0, 3-4=-1139/0, 4.5=-1139/0 BOT CHORD 9-10=0/839, 8.9=0/1139, 7.8=0/846 WEBS 2.10_ 979/0, 2.9=0/446, 5.7=-988/0, 5-8=0/564, 4.8=-339/0 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for 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 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vodly destpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD7473 rev. IAI MMIS BEFORE USE Design wild lot the only with Mllok® connectors. Ms ctosign Is based only upon t"amotors shown. aril is for an hdlvkkal Ixr6dnlg cornponenf. not tg datrusssysfotn. Wrote use. the lxMdrrslgnet must verify the appllcalMlly of dosipl {marnolots ad popedy Incorporalo Ihts design Into the overall txdc& V doslgn. aocing tndtcafod Is to provont txaldkV of IntlNkfucl truss web and/or chard members only. Addtlonal lornpatay aid "frianont txoc(t1g MiTek' Isalwaysrequiredfor "Ally aril to rxovont collgne vAm posstAo personal tdl+y and rxoperty dranage. For general gtldulce teycadrlg th o fatxicallm staogo. delivery, erection and btac(t1g of Inrsses and fnrs systems. seoANSI/TPI I Dually Criteria, OS8.89 arld SCSI building Component 6904 Parke East Blvd. Safety Information available (torn Ituis Plate Institute. 218 N. Lee Street. Stlte 312. Alexardda. VA 22314. Tampa, FL 33610 Job T russ TrUSS ype ry ply T10551990 Ta0297 HR01 DIAGONAL HIP GIRDER 2 1 Job Reference lions 15111111011 F4615 IrCe. TCmPe. Rani cq. I-W= 33565 1 0 4V 6Apr la wio MI I ex inmrs ins. Ira. woo mar ow 10 wi to zw / rage 1 5wID:BIs7p2vjeca4jB9DL5DPz_POS•axwYJOn=SdOwulvrgEYIW Si9hW 26u?6rWNMUyziEzj 1-5-0 6.2.11 9.9.5 1.5.0 6.2.1 I 3.6.10 Scale. 1:23.1 2x4 II aao - 34 = 9-9.5 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.17 5-8 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.51 5-8 >228 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(fL) 0.01 5 We rVa BCDL 10.0 Code FBC2014frP12007 Matrix-M) Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc pudins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 2=380/0.8.2, 5=554/Mechanical Max Horz 2=217(LC 4) Max Uptift2=-109(LC 4), 5=-253(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.9=-1056/0, 2.3-490/145 SOT CHORD 2.5=-293/444 WEBS 3.5=•479/351 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=25fh Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone: cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 Call by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 253 lb uplift at joint 5. 6) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2- 54 Trapezoidal Loads (pit) Vert: 2=40(F=27, B=27)-tO-9=35(F=25, B=25), 9=-5(F=25, B=25)-to-4=-132(F=-39, B=-39), 6=0(F=10, B=10}to-5= 49(F=-14, B=-14) WARNING • V4Ary dedgn pwanieroro and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO.7472 rov. 0"2, IS BEFORE USE Design vdkt for use only w11h Mllekb connoClas. INS design Is biased orgy upon IX7omoton Mown. and is for an IndI*Aul b lding component, not a truss system. Below use. the txAdng designer must verity the ay?IAcalAlfy, of dralgtn lxaamotors end profxxly InCalxxote this design Into the overdl lxfickV design. Bracing Indicotod is to rxovonl txicaing of Individual Muss web and/or Chad members only. Additional temporary and petmonoM Ixoctng MiTek' h always rec}Aod la sktAhy and to fxeveni concrAe with poss"o personal td*ay and ptopeny akanago. For general glldo nce regardingng the fcixlcolbn storage. delivery. erection and txacing of Mnnsos and anus systems, socANSI/IM I Quality Criteria, OSS-69 and SCSI luBdi ng Component 6904 Parke East Blvd. Safety Information avaScle from trim Plate tnsritute. 218 N. Lee Sheet. Suite 312. Atexandtla. VA 22314. Tempa, i. 33610 Job ruse Truss Type oty pry TtO56t99t T80297 HR02 DIAGONAL HIP GIRDER 2 t Job Reference Dona tsuddefs Ftrstsoutce. I empe. rtant sty. Fiona s:tsbu . v+v s .w. ,. cv,o m"— 1...... . vi . . V- , 10:81s7p2vjcca4jB9DL55wDPz POS-8xwYJOnwMSdOwulvrgEYrWSi4hxy6uM6rWNMUyzfEzj F t•S-0 7.1.4 9.9-5 1.5.0 7.1.4 2.8•I Scale. 1:21.0 2x4 If 3x6 = 3x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ven(LL) 0.15 5-8 771 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.77 Vert(rL) 0.47 5-8 246 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.15 Horz(TL) 0.01 5 rVa rda BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=387/0.10.15, 5=547/Mechanical Max Horz 2=143(LC 4) Max Uplift2=-143(LC 4), 5=-212(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.9=-1026/28, 2-3=-592/226 SOT CHORD 2.5_ 312/558 WEBS 3-5=-600/387 Structural wood sheathing directly applied or 5.5-9 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsh h=25f(; Cat. II; Exp S; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 212 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2— 54 Trapezoidal Loads (pit) Vert: 2=40(F=27, B=27YIO-9=35(F=25, B=25), 9=-5(F=25, B=25)-to-4=-132(F=-39, B=-39), 6=0(F=10, B=10)-to-5=-49(F=-14, S-14) Q WARNING- Ve ft d4Npn panlmotera and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO.7473 mv. 160202015 BEFORE USE Doslgn valld la use oft y vAIh MlleM connoclots. 8fts design Is txtsod only upon paanoton shown, and is lot at tdlvldual txdding component. nor S a truss sysfem. 8oloto uso, rho IxAdlnng doslpnor must verify the gi1111cafAlty of design lxxomolon and lxopetty, I ncogxxoto Ihk design Into trio overt., txAdlrng design. Bracing 4x9catod ti to ptovonl Welding of Individual Ifuss web and/or chord members only. Additional lempaay and pamanenl bnaci ng MOW Is always tegtLed la st Alty and to rxevonl cdlolxo with rAndAe Pasow ttftry and poparty damage. for gorwtal guidance legadi ng the Ialxlcallam slaago. dellvely efoctio n and txactlg of trusses and tam sysloms. seoANSI/TPII Quality Critedo, DSO-89 and SCSI buIMtng Component 69N Parka East Blvd. Safety Information ovadahle from trig Rafe institute, 218 N. Lee Street. Suite 311 Alexandria VA 22314. Tampa, FL 33610 Job I ruse Truss Type oty ply TIOSS1992 TBOM HR03 ROOF SPECIAL GIRDER 2 1 Job Reference (optional) 9Urraefe Fag5mrrce. Tampo, ram clry. I-Owa sibbe v.v.' 10:61s7p2vjcea4lB9DL55wDPz_POS-exwYJOnwMSdOwulvrgEYrWSofhiv6wd6rW NMUyzf Ezj 1.5.0 0.9-13 1.5-0 0.9.13 2x4 = 0.9-13 Scale . 1:6.8 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 2 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.00 Vert(rL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) 0.00 3 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (lb/size) 2=287/0.8.0, 4=5/MeChanlcal, 3=-162/Mechanical Max Horz2=39(LC 4) Max Upl1112=-253(LC 4), 3=-162(LC 1) Max Grav2=287(LC 1), 4=9(LC 3). 3=150(LC 4) FORCES. (lb) - Max. ComplMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-9-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 162 lb 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 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.' Q WARNING • veft deidgn panmetera and READ NOTES ON THIS AND INCLUDED MITEK REPERANCE PAGE 1119.7473 rev. I&MMIS BEFORE USE Ooslpn vafkl lot use only wllh Ml lok® connectors. thh dosign R based only upon parameters gx*A*, and Is for an Indlvldwil txddlrlg component, not a truss system. &:loco wo. Ito Ixddhg designer must verity the o pxkab111y of design poamolors and ptopotty hcorlxroto this doslgn Into the ovetalt txddng design. Bracing Indicated Is to txrcklI ng of IrndlvldrKl Muss wob ants/or chord momrwts only. Addinonal lornporary and permaant txocMp WOWprevent Is always regaled for stabolty and to prevent edlgzo vAth pos*Ae ponsontf k*jy and property dtrnago. rot genetal gtki nee regcffdkV tte 6904 Parke East Blvd. iabricallon. storage, doilvoty. ettictlon and bracing of Inmes and tans systorns. seoANSVIPl1 Quality Criteria, DS649 and SCSI bulldtrng Component Tampa, FL 33610SafetyInformationavalabtofromtnmPlateInstitute. 218 N. Lee Street. SJb 312 Alexandria. VA 22314. Job ruse fuss Type oty Ply T1 SSM3 T80297 Jet JACK -OPEN 8 t Job Reference hone ouawn "sib tree. t arrpa, ram cay, ranaa 33bb6 /.Wet Apt le zula MINK InauaeDa, inn. wea Mar ul 1 o:w:w zui f rage 1 10:8ls7p2vjcca4jB9DL55wDPz_POS-c7UxXknY7SIFY2s5PN InNk7_x523rNtF4A7v00zf Ezi 4 00 0.10.16 1.0-0 0.10-is 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-12/Mechanlcal, 2=123/0-6-0, 4=8/MechanlCal Max Horz 2=39(LC 12) Max Uplilt3=-12(LC 1). 2=-59(LC 12) Max Grav3=12(LC 8), 2=123(LC 1), 4=17(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale. 1:6.9 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 0.10-15 oc puffins. SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6 Opsl; h=2511; Cat 11, Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3 and 59 lb uplift at joint 2. 6) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'Thls 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 - V*ft design Parmnstas and READ NOTES ON THIS ANO 6VCLUDED NrTEX REFERANCE PAGE A07479 rev. IM2MIS BEFORE USE Design vaikt lot use oNy vAlh Mllols9 connoclors. 9Ys doslgn b Lwsed only upon parameters shown. and b for a1 Individual bolding component. not a bras system. Before use. the IxAdhg deslprwt must verify the oplxlcatAlly of design Imanolets and Ixoporiy Incoluotote Mb design into the ovedt tx,dkng da*p. Ilroclrld Indicated b to ptoveni b,catrlO of Individual Mrss web and/ot chord members «ty. Addlllortrl lomporary and r"manent txocklfd MiTek' Is a14Krys totauited lot stability aria to rxovonl collatne with passible potsomil 11 uy and properly aumago. Fot general euidtrtce taCXxdIrlV the kixfeallm stoia0o. delivery. otoctbn and LxockV of Inrssesarid truss systems soeANSIfMI Quality Criteria. DSB-69 and SCSI Building Component 6904 Parka East Blvd. Salary Information ava9aNe from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tanya, FL 23610 Job I ruse Truss Type Oty PlyI Tto55tee. T80297 J02 JACK -OPEN 6 t Job Referents(optional) nu1IM0 mrsi oume. I anva, rlant Gay. f10nraa JJ766 r.Wlu s Apr I li Pula Iwlax Inausires. Inc. woo Man ul 16:w:W Zul r 1'00* 1 ID:BIs7p2vjcca4jB90L55wDPz__POSc7UxXknY7SIFY2s5PNInNk? a51?rNIF4A7vooZfEzi 10-o 2.10.15 100 2.10.15 Scale: V. V 20 = 2.10.15 LOADING (psf) SPACING- 2-0.0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 V@n(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 11 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/Size) 3=54/Mechanical, 2=180/0.6.0, 4=26/Mechanical Max Horz2=82(LC 12) Max 1Jplifl3=-54(LC 12), 2=-60(LC 12) Max Grav3=54(LC 1), 2=180(LC 1), 4=52(LC 3) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 60 lb uplift at joint 2. 6)' Semi-rigid pitchbreaks 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 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.' AWARNWO - Vert e n tier/p parumerers and READ NOTES ON 17tlS AND INCLUDED MriEK REFERANCE PAGE MA7177 rev. 10413I1016 BEFORE USE Design vt ild la use orgy with lAlleft connectors. Irgs closign is based orgy upon parameters shown. and h fa an hdh4dtxl "cling component. not o huss system. Boloro use. the IxMdhg designer must verily the g7llicalAlly of desW parameters and properly hcorpoiate this design Into Iho ovotall txlding design. Brachg Indicated is to povont tx,cafrlg of hdlvldual puss wob and/or chord momton orgy. Additional temporary and polmanont txakvj M!Tek' is always teglrod for sk*Aty and to pxevont collapso wllh possmle personal "arid property ckrnctgo. For gerwmal guldarhce regarding Ow klxk: atkxi slotago. dolivory. otocifxn and Ixctchg of trusses and muss systems. socAN51/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parka East BNB. SW* ty Information ovadclAe tom Truss Plate hsttule. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tmlpa. FL 33610 ofuss runs ype ryply T,oss,e9s T80297 1,.03 JACK -OPEN B t Job Reference (optional) tludoers virsnimirce, r ampa. Plant Gay, monaa 33D66 w. •% - • • nr I D:8ls7p2vtcca41B9DL55wDPz_POS•4K2Jk4oAumt6ACRHz5HOwxYSOUJMag6PJgsSYqzlEzh 1-0-0 4•10.16 t 1.0-0 4.10.15 2x4 = 4.10-IS Scale. 1:17.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) 0.03 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.26 Ven(TL) 0.07 2-4 823 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.00 3 rVa We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 17lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/slze) 3=115/Mechanical, 2=247/0-6-0, 4=46/Mechanfcal Max Horz 2= 126(LC 12) Max Uplil13=-106(LC 12), 2=-68(LC 12) Max Grav3=115(LC 1), 2=247(LC 1), 4=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10.15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 3 and 68 lb uplift at joint 2. 6) -Seml-rigid pitchbreaks 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 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.' 0 WARNWO . Vedfr dedon Par ametws and READ NOTES ON TNIS ANO INCLUDED UffEK REFERANCE PAGE NA7472 tov. IMWO15 BEFORE USE Design valid for use only Win Mllek® connoctors. =iris design Is based only upon parameters shown. and Is for an hdlvldud txAding component, nol S a Rim system. Bolero use. the IMlldno designer must verity the gVicd'Alty, of design px7anetors and Ixoletly l ncororato this design Into the ovorcdl IxAdng design. Bracing Indicated Is to proven= bucUing of Ir dlvlUual muss web and/ot chord members only. Additional temporary and permanent bracing MOW Is akvays IcrpWed kx skIDOBy and to prevent collapse with possible Wsonxl I nPay and fxobeny danago. Fol general guidance regarding Re XIC011M slotago. dollvory. erection and brescing of Irmsos and inks systems. WeANSI/TPI t Quality Criteria, DSO.69 and SCSI Building Component 6904 Parka East Blvd. Safety Information avallable Rom law Plate Institute. 218 N. Lee Street. S lle 312. Alexandria. VA 22314. Tanya, FL 33610 Job ruse TfUSS Type Oty Ply TIOSS1926 T80297 J04 JACK -OPEN 26 t Job Reference(optional) uuaaem rCretbWrce. r orpo, rant eay. monaa j;s000 r."V s nP, w ev I o mi i — mvusmes, Inc o w — v i o:av: i v cv 11 r ys . 10:8ls7p2vicca4j89DLS5wDPz_POS-4K2Jk4oAumt6ACRHzSHOwxY 19UGeag6PJgsSYqztEzh 1-0-0 7-0-0 1-0-0 7.0-0 3x4 = 700 Scale . 1:22.2 Plate Offsets (XY)-- 12:0-0.4,Edael LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) 0.10 2-4 814 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 SC 0.50 Vert(rL) 0.25 2.4 321 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FSC2014lrP12007 Matrix) Weight: 24 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=162/Mechanical, 2=321/0.6.0, 4=80/Mechanical Max Horz2=172(LC 12) Max Uplllt3=-132(LC 12). 2=-80(LC 12) Max Grav3=162(LC 1), 2=321(LC 1), 4=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10: Vul1=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.le; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 80 lb uplift at joint 2. 6)'Seml-rigid pitchbreaks 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 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.' A WARNINO - yedly dedgn panwWtert and REAO NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE NO-7472 rev. 10002M1S BEFORE USE - Design valid for use only Win Mllok®connoetors. M design Is Ltased only upon parameters shown, and is for an Individual "cling component. rat a truss systorn. Sofaxo use. the Ridding designer must vadfy Ite c XAlcatAlly of design pxaaneters and pxolxnh incotlwrato Mb design Into the ovotcll btAdng design. Bracing Indicated Is to Ixovent txxMNnp of Individual tons web aid/or chord members only. Addltlonal kxnpaary and pormo nmt txadng Welk' Is always required for slattAltly and to provont collapse with possltAe rx-morn/ Qlkry and properly damage. For general guidance toWding the Wricalkxn, storage, delivery. oroction and txcicing of mesas and truss systerns. sooANSI/IPI I Quality Criteria, OSS-89 and $CSI lullding Compomnl 6904 Parke East Blvd. Safery Information avdlatxe from frus Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job ruse Truss Type 0ry Ply T1055t007 T80297 Jos JACK -OPEN 4 t Job Reference Gona ounaem rea -ouroe, tantpo. rom tery, rtonoa saaoo wv. w. 1. N1. m,- .... ... 10-1. v- . 10:8ls 7p2vicca4iB9DL55wOPz_POS-4K2Jk4oAum t6AC RHzSHOwxY9nUNsag6PJgsSYgzlEzh 1-0-0 1.10-15 1-0-0 1.10.15 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/slze) 3=33/MechaMcal, 2=142/0-8.0, 4=18/Mechanlcal Max Horz 2=47(LC 8) Max Uplift3=-28(LC 12). 2=-87(LC 8) Max Grav3=33(LC 1), 2=142(LC 1), 4=37(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:7.7 Wn 0 DEFL. in (loc) Well Ud PLATES GRIP Ven(LL) -0.00 2 >999 240 MT20 244/190 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 We n/a Weight: 8 lb FT = 209e BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10.15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst: h=25ft: Cat. 11; Exp B: Encl., GCpl=0.18, MW FRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent 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 others) of truss to bearing plate capable of withstanding 28 lb uplift at Joint 3 and 87 lb uplift at joint 2. 6) 'Seml-rigid pitchbreaks 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 use at this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNWO - VeAry design pMwinnien and READ NOTES ON THIS AND WCLUDED N/TEK REFERANCE PAGE MO-7479 rev. IOW,201 S BEFORE USE OosW valkl tot tore oily vAth MflekS connoclom. Ills desgn E Lxwd orgy upon Paarnetem shown. and b for anndh4dual txAdtng component. not a htas system. Bofoto use. the IxBcOtg doslprwt must vodty Iho g4X1c:a IAIIy of clop paanetets and Ixopedy ncotpotato this design Into the overall buldirg closion. Brock ndlcated Is to Welding of ndNkhia l lam web and/ar chord membea orgy. Addtloncl temporary and potmatwnt btatcng M iTek' pwventIs always ow."od lot sktAlly and to prevent collapse win posstAe personal n)<ay aryl property aklncoo- For General gulclaneo negucOng the 6004 Parka East Blvd. kaMcatbrLstanage. delivery. etoctlon aril Ixacna of wales aryl ntss systems soeANSI/IPI I Quality Cdtedo, DS8-89 and SCSI Building Component Tampa, FL 33610 SafetyInformationavallcUefromtrimHateInstitute. 218 N. Leo Street. Suite 312, Alexandria VA 22314. Job I russ rasa ype ry Ply T10SS1998 TOM? J06 JACK -OPEN 4 1 Job Referents lions Buadala Fitstsoucce. Tanya. PIaM Gay, FIOtIda 33566 r.64u a Apr w 2u16 out as lnausirms. Inc. -ea wF ul io.w: i o Lug r 'age, I D:Sls7p2vlcca4j89DL55wDPz_POS-YW chxPpo(3?znMOUW ooGS94K?utYJHMYYUcO4HzfEzg 14-0 2-10.15 1-0-0 2.10.15 2x4 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Wait Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(rL) 0.01 2-4 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanlcal Max Horz 2=81(LC 8) Max Uplift3=-42(LC 12), 2=4OS(LC 8) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. Scale - 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc punins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 108 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'TMs 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.' A WARNING - Ved/y dedifn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD7473 ray. 14VI 0/S BEFORE USE Design valid lot the only v4lh tvOlok® connectors. this design Isbased only upon parameters shovm. a10 b lot an Individual txddtrlg component. not a bras system. Before uso. lho Ixldrq ldesignedmust verity ttlo ai:/AltalAlty of closkpi Marneloa and ixolxxly Incogxxote Ina dosign Into tho ovetail txddng design. Bracing Uxf cared is to rxevenl budding of IrWMdual Inns web and/a chord membon only. Addlional lemporay, and permanent txackv M iTek' a always fegrhed fa stability and to rxevent collapse with possOAo rwtsortd hW and property damage. rot dirks al Qkkknco fegadrlg Ow INxicallon storage. delivery. election and bracing of musses and Inrss systems. seeANtl/iPl1 Quality Cdteda, DS11149 and BCSI Bullatrlg Component 6904 Parks East Blvd. Safety Intormation available from Tram plate InsOMe. 218 N. Lee Street. Suite 312. Alexa sift VA 22314. Tampa, FL 33610 Job ruse Truss Type ty T10SSt999 T80297 J07 JACK -OPEN 4 t Job Reference Ronal Bwldeo FnttSource. Tampa, Plant Gdy, Fiona 33566 r.W V Apr ry zu m mi i en mauaaas. i- caw mor V i o:aV: i i 20 i i r.im i ID:8ls7p2vjcca4iS9DL55wDPz POS-YWchxPpof3?znMOUWooGS94HGugUHMYYUcO4HzIEzg 1-00 4.10-I5 1-0-0 4.10.1 S Scale . 1:12.7 e f 20 = 4.10.15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(rL) -0.06 2-4 >869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 We We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc pudIns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (IWsize) 3=111/Mechanical, 2=25008.0, 4=45/Mechanical Max Horz2=91(LC 8) Max Uplift3=-88(LC 12), 2=-118(LC 8) Max Grav3=I I I(LC 1), 2=250(LC 1). 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. it: Exp B; Encl., GCpl=0.18: MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88lb uplift at joint 3 and 118 lb uplift at joint 2. 6)'Semi-algid pitchbreaks 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 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.' Q WARNING . Va/y dedgn powmem and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE ND7472 rdv. 1861QVIS BEFORE USE Doslgl vdad for use only calm Mllek® conrwCCta s. IM design Is lased only upon txx moeers sfnown. and Is no an Individual txldhng component, not a hus system. Below use. the IxLdng designet must vedfy Iho cq)rAlcabliry of design paamofors and Ixolxrly hncogwtato 0n6 design Into Iho overall lxldng design. efaahng Indicated is to prevent Welding of Individual ituss wet) and/or chard members only Additional lornpotary and permanent txochng WOW Is always rettrltod Ion slabWly and to prevent collapse wtih possible personal May and properly dranago. For general gukdasco tagardIng the falxlcallon, storage. ddlvoM erection Gras lxachng of Inures and truss syslons. sooANSI/FW I Quality Criteria. DS11-89 and &CSI Building Component 6904 Parke East Blvd. Safoly Information avallaMe hour truss Plate institute. 218 N. Lee Sheet. Sulle 312. Alexandria. VA 22314. Tarrpa, FL 3as10 Job I ruse Truss Type 0ry Ply T10552000 T80297 Joe JACK -OPEN 4 1 Job Reference(optional) Buddert 1`061$0titee, 1811p8. rlord City. Florida 33566 1.04U a Apr 1V Le16 MII6K 111010SUIef. 111C. Woo Mar el 16:5e:1L "Lei r r0 s 1 10:8ls7p2vjcca4jB9DL55wDPz_POS-OfA39lgOON7gPWbg4WJV7Md"yO2kcim8 djzlEzf 7." 1 0-0 7-0.0 Scale: 3/4*-V 30 = 7.0.0 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.60 Vert(LL) -0.08 2.4 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(fL) -0.23 2-4 >340 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 23 lb FT = 200S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qb/slze) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanlcal Max Horz 2=121(LC 8) Max Uplilt3=-112(LC 12), 2=-135(LC 8) Max Grav 3= 1 60(LC 1).2=324(LC 1). 4= 121 (LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25ft; Cat. II; Exp B; Encl. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 135 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks 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 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.' Q WARNING - Verily dodpn pa ameforo end READ NOTES ON THIS AND INCLUDED Y/TEK REFERANCE PAGE N67,179 tov. 16114MIS BEFORE USE Doslgn valkl lot use only wIm M91oM conrwclom Ihis design b basod oily upon patamotorsshown. and h foi an hdh4dlrcri buldho component, no, a huss systoin. Before use. Itw Ixllmnrl do*px t must verity the Uplak albllty of design Ixvanoters and pxopedy, Incogxxato this dadVn Into Iho overall ding design. Biocho Ux9cated is to prevent buclditV of InUNftlul! Inns web and/or Chord members only. A iclillora WnWory and permanent IxaCU V MOW Is always rocllLoct lot stCtAlty and to prevent Co largo with possible, poison/ Inlay anal rxoporly dcanage. For 09mcd gulkl nce twgi aclro Bw kitmicalbn, storago, dollvery, otocllon and brach o of Irtmes Land truss systems. sooANSI/TPI I Qualify Criteria, OSe49 and SCSI BuUdhg Component 6904 Parke East Blvd. Salely, Information avollo ble from Tnm Plate Institute. 218 N Lee Street. Suite 312, Aiexaxtria. VA 22314 Tampa, FL 33610 Job Truss rues type ryply T105S2001 TSU97 J09 1"ACK-OPEN 12 1 Job Reference(optional) nunaers 1-rrstsoutce. larrpa. rlaru Lorry, rtortus 33666 r wv s Apr iv zwo mn es rnaustrtes, inc. wea mar ut muu:tz zut r rape t ID:8ls7p2vjcca4jB9DL55wDPz POS•OiA39lgQQN7gPWbg4WJV?MdUI13t2j5im8LZdjzfEzf 1-0-0 0.6'0 1.0.0 0.6-0 Scale . 1:7.1 3x4 = 2x4 II 04 0.86-0 Plate Offsets (Y Y)-- 2:0.0-0,0.1.41 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(rL) 0.00 1 rVr 90 BCLL 0.0 ' Rep Stresslncr YES WS 0.10 Horz(rL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 4 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=331/0-8-0, 4=-253/0.8.0 Max Horz 2=23(LC 16) Max LIplift2=-208(LC 8), 4=-253(LC 1) Max Grav2=331 (LC 1). 4=167(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-237/288 WEBS 3.4=-313/255 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-8-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208lb uplift at joint 2 and 253 Ib uplift at joint 4. 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 building code.' WARNING • Varlry desfpn Pamaware and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE NA7473 rev. /G03/101S BEFORE USE Design valid lot ltso only vAth MIIeW comoclors. this design Is Lased only upon panatnoters shown. and Is for an IndivlQral IxAdhng component. not a huff system. Bofoto use. the IxlkOtg designer must verity the c"XicatAllly of design posamolets and Ixopedy Incorlotato Ih6 doslgn Into the ovetall Ixldltng design. Bracing Indicatod Is to Ixoveni bucidIng of Individual truss web and/or chord mambots only. Adcli lonal temporary and permanent tracing M iTek' Is always teyihed for sktAlly and to rxevenl collctim with possbio rorsonl InW and property da ingp. For general gtldunco regarding the falxlcatbn, ataago, dolNory, ou C110A and bracingng of trusses and inns systems. seeANSI/IPI I Quality Cdterlo, OS6.69 and SCSI Building Component 6904 Parke East Blvd. Salary IMotsnatlon avd iablo from buss Rate Inslltute, 218 N. Lee Street. Suite 312, Alexandriaa, VA 22314. Tampa, FL 33610 Job ruse truss type oty Ply T10SS2002 T80297 Rol HALF HIP GIRDER 2 l Job Reference Vona Humeo Featsoulce, larllipa, flan Goy. hg1108 33565 r.Wle a Apr lv zu16 Ml lox lnauilrles. 1r10. web mer el 16.W.lz zu' d re e 1 ID:8ls7p2vicca4j89DL55wDPz_POS-01A39lgOON7gPWbg4WJV?MdM71xh2gdtmSL d)zfEzf 1-0-0 7-00 9.10.6 1-0-0 7-" 2.10.E ' 4x6 = 2x4 II Scale . 1:20.7 3x4 = 3x6 = 70-0 9-10.8 7-0-0 2-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ven(LL) 0.06 2.6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Ven(rL) 0.15 2-6 764 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.02 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=885/Mechanical, 2=607/0-8-0 Max Horz2=123(LC 4) Max Uplift5=-328(LC 4). 2=-240(LC 4) Max Gravy=960(LC 18), 2=607(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=•1071/292 BOT CHORD 2-6=-315/953, 5.6=-308/903 WEBS 3.6=-1151814.3.5=-1170/400 Structural wood sheathing directly applied or 4.6.12 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (envelope) gable end zone: cantilever left and right exposed -, Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 undo will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 5 and 240 lb uplift at joint 2. 7) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 184 lb up at 7-0-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3- 54, 3.4-120(F=-66), 2.6-20, 5.6- 44(F=-24) Concentrated Loads (lb) Vert: 6=-475(F) 0 WARNING • Vedly dedgn pnalnetwe and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE NP7I73 tev. I&SMI6 BEFORE USE Design vrlkl fat use only Win M11109 conreclai. this design is lased only upon parameters stawn. and Is for an VndlvkW building component, not a hum systoln. Before use. the building desl0rwr must vadry the alxalcd pltyofdesignmamolemandproperlyIcogaxalethisdesignIntotheovee, txldring design. Bracing axacated is to rxovonf bacaing of VXPAdurl truss web and/« chord members orgy. Additional temporary and rKlimanent [toeing WOW Is always rogWed lot statAlty and to prevent eollafm with posdAe persorxl"and properly, dkanage. rot gew l guidance rogdading One lalalcatbn stomoo, doftvW, election and bioChg of trusses and Inns systerns. sooANsl/IPI I Quality Cdtedo, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovule from Vim Plato Institute. 218 N. Lee Street. Sulto 312, Alexondda. VA 22314. Tarllpa, FL 33610 Job rus6 fuss type ty T10552003 TB0297 R02 HALF HIP 2 1 Job Reference konel autaer t•aasouues, rarupo, nary rrny, rasa :csaea . o,v npr a io M. ,ova, war. Inc. n.0 ma. , ,. o,,. w N,. . , ID: 61s7p2vlcca4iB9DL55wDPz_POS•UujRM5g2BhFhlfAseOgkXa9YmIEDn9fr o5799z1Eze I- 0.0 6-3-3 944 9.10r , 1 0-0 6-3-3 24.13 0.10a Scale . 1:22.0 3x4 = 20 II 3x6 = M = 9- a0 9ao-6 Plate Offsets (XY)-- 4:0.2.0.0-2.131 LOADING( psf) SPACING- 2.0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.23 2-6 490 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(fL) 0.59 2.6 190 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(fL) 0.01 6 We rVa BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 42 Ib FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( Ib/size) 6=343/Mechanlcal, 2=425/0.8-0 Max Harz 2=152(LC 8) Max Upiif16=-128(LC 8), 2=-162(LC 8) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 438/212 SOT CHORD 2-6=-304/383 WEBS 3-6=406/355 Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ( 8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. If: Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reacllons shown; Lumber 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 psf bottom chord live load nonconcurrent 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 tall by 2-" wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 6 and 162 lb uplift at joint 2. 7)' Semi-dgid 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 building code 0 WARNING - Vmly dadffn peranretere and READ NOTES ON TIUS AND INCLUDED N/TEK REFERANCE PAGE MD-7472 mv, 1603,20/6 BEFORE USE Design valid lot use orgy with Mflok® connectors. this design Is based only upon paannoters shown, and Is for an hcilvkAual txdding component. nol a truss system. Bolero we. Ita IxLdng designer must verify the 4'AtlicolAityof design Ixiiamolois and property I ncogx rote mh design Into the overall lxdtlng design. Bracing kx6cated Is to buclong of IndNklurl truss web and/or chord mamtxxs only. Additional temporary, and permanent Ixo:Ing MOW preventS always raWrod tot stahWty and to prevent collcipse vAth possible personal k*Ary and property dainatgo. For general gnldance regarding One 6904 Parka East Blvd. fab0colkrn, storage. delivery. erection and Wcaing of musses and truss snlorns. seeANS1/IPI I Quality Criteria, OSS49 and BCSI Building Component To FL 33610 SafetylntamattonavcdatlofromtrimRateInstitute. 218 N. too Skeet. Sullo 312. Alexandria. VA 22314. pa. Job ruse Truss Type oty pry T10562004 T80297 R03 MONOPITCH 10 1 Job Reference bone amen Fuitsrts. Tan". PIam city. Flora& 33566 1.04U S Apf 1V ZU10 M114K 1n0US11N7. 1r1C. WOO Mal V1 1WWAJ GV1 / 110a 1 ID: als7p2vjeca4IB9DL55wDPz POS-UujRM5g28hFhIIAseDgkXa9YkEBn9drlo5799zfEze 1- 04 6-3-3 9.10-8 I- 0-0 6.3.3 3-7.5 2x4 II 3x6 = US = LOADING ( psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 7.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2014/rP12007 Matrix) Seale . 1:22.2 DEFL. in (loc) Well Ud PLATES GRIP Vert( LL) -0.23 2-5 >489 240 MT20 244/190 Vert( TL) -0.59 2-5 > 190 180 Horz( rL) 0.01 5 n/a n/a Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD SOT CHORD 2x4 SP N0.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. ( IWsize) 5=343/Mechanical, 2=425/0.8.0 Max Horz 2=162(LC 8) Max Uplifts=-134(LC 12), 2= •l59(LC 8) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 438/198 SOT CHORD 2-5=-305/384 WEBS 3-5=-410/359 Structural wood sheathing directly applied or 6.0.0 oc puffins, except and verticals. Rigid telling directly applied or 10.0.0 oc bracing. NOTES- ( 7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exledor(2) zone, cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 5 and 159 lb uplift at joint 2. 6)' Seml-rigid pilchbreaks 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 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.' 0 WARNING . Vedfy design parameters and READ NOTES ON MS AND INCLUDED WTEK REFERANCE PAGE N11.7473 rev. 10A MI S BEFORE USE Design vdkf tot use Orly vAm Wed® connectors. Ms design Is based oily upon parameters shown. and Is for an Individual txAdhle component. riot d pxop oily ncor orato it & design kilo the oveedl ahusssys"n. 9otoro uso. the IxBd V designer must verity, Iho q:tAlcoMlry of design pxaaaold txadnV design. Bracing indicated Is to rxevent txtcWnV of IndMd al Mass web and/of chord Mfnr"s only. Additional temporary and paemanent txocVV MiTek' is always eoc*kod for st "Ify and to prevent co6glso vAlh rosdAe personal "and pxopony dufnage. roe General guidance regadnV the krixlcallon, slaago, dollvory, oteclbn and beocng of tames and Ina s systems soeANSI/M I Quality Criteria, OSS-89 arld SCSI Building Component 6904 Parke East Blvd. Safety Information ovalWo from truss Hato ns6Mo. 216 N. too Sheol Sllte 312. Alexandria VA 22314. Tampa, FL 33610 Job T russ Truss Type ty T10552005 029TB7 R04 ROOF SPECIAL 4 1 Job Reference none tsvaaer asrsort¢e, arrpo. ream tY, rrwwo aa oo •V. .•• - w- . ID:81s7p2vjcca4j89DL55wDPz_POS•z5HgaRrhy_NYepl3CxLz4niMi6Y4 WSI_ERgghczfEzd 1-0-0 7-0-0 t 1-0-0 15-" 22-0-0 1.0-0 7.0.0 4-0-0 4.0-0 7-0-0 3x4 = 3x8 = 4x6 = 3x8 = Scale . 1:40.4 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.24 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.66 10-11 >390 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.73 HOfz(TL) 0.56 8 n/a Na BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.9-10 oc purlins. SOT CHORD 20 SP No.2 Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 12.13.9.10: 2x4 SP No.3, 3.7: 20 SP No.I WEBS 2x4 SP No.3 REACTIONS. (IWslze) 8=887/0-8-0, 2=964/0-8.0 Max Horz 2=120(LC 16) Max Upiift8=-88(LC 13), 2=-129(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1492/325, 3-4=-4020/536, 4.14- 1933/193, 5.14=-1822/247, 5-15=-1822/247, 6.15- 1933/193, 6-7=-4036/547, 7-8=-1492/333 BOT CHORD 2-13=-208/1243, 12-13=-220/1494, 3.12- 328/3513, 11-12=-325/3563, 10-11=-334/3577, 7.10=-336/3525, 9-10=-233/1512, 8.9=-218/1257 WEBS 3.13=-1857/328. 5.11=-171/1251. 7-9=-18761341, 4.11=-1932/382, 4.12- 142/1299. 6-11 =- 1946/392, 6.10_ 151/1313 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25fl; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.01b AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88lb uplilt at joint 8 and 129 lb uplift at joint 2. 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 building code! 0 WARNWO. VeA/y deNpn patenrters and READ NOTES ON MIS AND WCLUDEO M/EK REFERANCE PAGE 11110-7473 rev. IMMIS BEFORE USE t e*p valkl la tao oNy vAth Ml lekG9 connector. tints desW Is LXned only upon paamotor Y1owr1. axi h fat a1 hdMdlal "ding component. riot a Ism syslem. Below use. the IxllcOV deAp lm must vedfy tiro arytlicabllly of deAM paanoler and p>toPeny „cotporato Ih6 design Into the ovedl twldtrtg design. Racing Indicated Is to ptovel bucking of Individual hum web and/ot chord member only. Additional lernpotary and pemtalenl tstaCng M iTek' is always tociuned to sl"ty as to ptovenl colicpw with possde rxmotxl hAty arxt property clanage. lot gemotal gukiauco cwjard rug M klxk:atIM storage. dellvery. etoctloo axi txachg of Misses arK1 Russ syslems weANSI/fPl I Quality Criteria, DSO-69 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Ism Plate Institute. 218 N. Lao Sueel. Sulto 312. Aloxandflu VA 22314. TarMa. FL 33610 Job Truss Truss Type oty pry T10552006 T80297 ROS COMMON 8 f Job Reference lions tsueaets 1-rtttboutte. renpa, Plan) Lxy, Flonaa 7JOoo 1." t /1P1 tr "IO. I OR-U.1rtOtt, I— OV —I V 1 10A ... I I F.W. ID:81s7p2vjcoat4jB9DL55wDPz_POS-RHrCnnsJll VPGzKFIesCd?Ful VuTFOv8SSaDE2zfEzc t-0-0 7.8.9 11-0-0 14.3.7 2244 230-0 14-0 741-9 337 337 7.8.9 Scale . 1:40.7 Ut6 = 4x6 = 4u6 = 6xB = 22-0-0 22.n.n Plate Offsets QX Y)-- 18:0.4-O.Edgel LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.22 2-8 999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.84 Vert(fl-) 0.60 2-8 429 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.29 Horz(rL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 97 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 REACTIONS. (Iblsize) 2=861/0-8.0, 6=861/0.8.0 Max Horz2=115(LC 16) Max Uplift2=-228(LC 12), 6=-228(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1202/483, 3.4=-945/430, 4.5=-945/430, 5-6=-1202/483 BOT CHORD 2.8=-296/981, 6-8=-299/981 WEBS 4-8=-340/749, 5-8=-324/299, 3.8_ 324/299 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=6.Opsf; h=251t: Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed :C-C for members and forces S MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228lb uplift at joint 2 and 228 lb uplift at joint 6. 6) 'Semi -rigid pitchbreaks 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 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 • Verify deWirn PaMMItert and READ NOTES ON flRS AND INCLUDED M17EK REFERANCE PAGE M1167472 rov. f0001015 BEFORE USE Design valid lot use ofty vem Ml letd9 connectors. Ills deslgn Is baxid only upon posameters shown. anti a ter an hdvidurb txdding component. not o liusssyslem. B Moto use. the IxBdnp doslgnot must verify the opplicatAlly of doslgn ljosarnolors and proper y Ytconxrato thisdOstpn into IIo ovotdl txldng design. Bracing Indicated Is to txrcMtrfg of UWNkIlx1 truss web and/or chord members of". Ada9tlonal temporary and p ertnarMf txawng M iTe k' provent isalways required for statblty, and to ptevont collapse with possRAu personal"arVJ property damage. Foe Uonotai dJcknce regarding 00 6904 Parke East Blvd. k0xicollon, stotago, delivery, eufctlon and lxacing of trusses attl truss systems soeAN51/FPI t Quality Criteria, OSB-89 and BCSI Building Component Taupe, FL 33610 Safety INarmallonavailable, Dom Ino Plato Imillute. 218 N. Lee Street. Stllo 312, Alocanodm VA 22314. Job Truss Truss Type oty ply TIOSS2007 T80297 A06 GABLE I t Job Reference(optional) Buddata FrelSoutce, Tatrpa, Plant Coy, Fbnda 33566 7.640 a Apt 19 2016 Nklak IndutUtaa. Inc, wad Mat 01 16.50:16 2017 Page 1 ID:81s 7p2vicca4i89OL55wDPz_POS-vT Pa? 7txUcdGu7vRJMN R9Cn2NDS_R PHhUnm Uzl Ezb 1-0-0 7.8.9 1 t 0 0 14.3.7 22.0-0 23-0-0 1.0.0 7.8-9 3.3 7 3.3.7 7.8.9 1." 3x4 = 4x6 US = 110 22-" 11911-0-0 Scale. 1:40.7 JX4 12((. 8n lb Plate Offsets (XY)-- 9:0.0-O&O-Ol.fiO:0.0-0.0-0.01.111:0.0-0.0.0.01,117:0.4-0.0-3-01.124:0-0.0,0-0-oL f26:0.0.0.0.0-01.126:0.0.0.0.0.01 LOADING ( psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.11 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.32 19-20 >801 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.08 12 rVa We BCDL 10.0 Code FBC2014/TPI2007 Matnx) Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc pudirns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. ( lb/size) 2=1411/0.8-0, 12=1411/0-8-0 Max Harz 2=115(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2079/0, 3-4=-1912/0, 4-5=-1883/0, 5.6=-1680/0, 6-7_ 1493/0. 7-8- 149310, 8- 9=-1680/0, 9-10= 1883/0, 10.11= •1912/0, 11-12- 2079/0 BOT CHORD 2.20=0/1673, 19.20=0/1673, 18.19=0/1673, 17-18=0/1673, 16-17=0/1673, 15.16=0/1673, 14. 15=0/1673, 12-14=0/1673 WEBS 8-17- 698/0, 7-17=0/1043, 6-17=-699/0, 5.18=0/299, 9.16=0/299 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. 11; Exp B; Encl., GCp1=0.18; MW FRS (envelope) gable end zone, cantilever tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-" oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 8)' Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). 10) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (pit) Vert: 1-27=-54, 7-27- 104(F=-50), 7.28=-104(F- 50), 13-28=-54, 2.12=-20 4L WARNING • VedlT dedpn parensetars and READ NOTES ON THIS AND INCLUDED AW EK REFERANCE PAGE A07473 rov. IWIMIS BEFORE USE Design valid tot use orgy calm Mllok®conrwctors. fhb design Is Lxxod ordy upon pmamolon stnown, andis; rid an Individual building component, not a truss system. Before uso. Itto 1x8dling desl0not must verity Ito %jAcalAtty, of design Ialanlotets and Ixopotly hcogxxate this doslgn Into Iho ovotull txddng doslgn. & ochg Indicated Is to povent bucWV of IndMdual truss web and/or chord members orgy. Additional lemporary aril pormaonl txacing M iTek' is always tectnhed to slabdiy and to povent colkpse vAlh posstAo rxttsoncd rVay and poperly ddunage. For general guickmo togad11r1g the klxlcotkln staago, dolNoty, otectlon and txachg of mrses and IRm systems. seeANSVM I Qualiy, Criteria. DSB-89 and SCSI Building Component 6904 Paske East Blvd. way Information avollattle from tam Nato instilule. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Iruss, lype T105S2008 TOM7 R07 blonapach 141 1 Job Reference (optional) uuaaem rsarsource. rarr9o. ram cay. rarwa staeo r uav a npr iv zero miroa ainc. c. woo mar vi w;'a zvr i rove r ID: 81s7p2vlcca4iB9DL55wDPz_POS-vTPa?7btUcdGu7V RJMNR9Cn5rvMu_XcHhUnmUzf Ezb 7. 10.8 7. 108 Scale • 1:I S.7 3x4 11 2x4 11 1. 08 0.18 6s88 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.48 Ven(LL) -0.05 3-4 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.13 3-4 >629 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(rL) 0.00 3 n/a rVa BCOL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( Ib/size) 3=213/Mechanical, 4=359/0-3-0 Max Horz 4=114(LC 12) Max Uplitl3=-85(LC 12). 4=-124(LC 8) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=2511; Cat. 11; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extenor(2) zone; cantilever tell and right exposed ;C-C for members and forces 6 MW FRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3 and 124 lb uplift at joint 4. 6)' Seml-rigid pitchbreaks 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 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.' AL WARNING - Verify design pnamerere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE A/1167473 rev. 1a&09/AIS BEFORE USE Design v..ld for use only Win Ml lek® con noctots. ft design S based only upon parameters shown. and Is for on hdMciKi "ding component not o bus system. 801010 use. the lxlldng dc9pner must voilty, the 4A1lco1AIfy of design pxaamelen and propetly hcorlorato this design Into the oven... Wding design. Bracing Indicated Is to prevent bucking of IrndlukAKA truss web and/or chord members only. Additional lempotay and permanent txcr-kV MiTek' S always recphed kx sk"tty and to povonl eonalAe, with possible petson.."and fxop only danago. for derwoul gldd nee ceding Bw k1xicatkx sloroge, dadvoty, otocllon axf txachg of trusesond Was sysloms, seeANSI/tPII Quality Criteria, DSB89 and SCSI lubding Component Si104 Parke East Blvd. Safely Intotmanon avallablo from Inv Plate hslilule. 218 N. too Slroet, Sulto 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ry T10552009 T80297 Roe MONOPITCH 9 t Jab Reference(optionall Burldete Fu4tS000Ce. Tampa. Plant Cdy, FIOndo 33566 r."u a Apr iv tale m I ea Inaumims. inc. WOO crier Or r a w.io Nr r re9e t I D:81s 7p2vicca4j B9DL55wDPz_POS-vT Pa7 7txUcdGu7vRJMN R9CnsbvMt_xcH hUnmUzf Ezb 7.10.8 I-0-0 7.10.8 Scale . 1:18.7 30 II 20 II 1.0-8 o-1.8 6.8.8 -- -- 1 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ven(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Ven(rL) -0.12 4-5 >645 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 4=208/Mechanical, 5=418/0-3.0 Max Horz 5=133(LC 8) Max Uplift4=-83(LC 12). 5=-178(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glider(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 4 and 178 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7)'Thls 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- verily dedpn penunetwe and READ NOTES ON THIS ANO INCLUOEO M/TEK REFERANCE PAGE N07477 rov. 16020016 BEFORE USE Deslgrl vUk1 for me, orgy wllh Mllok9connoctor3. Ms design E txwd orgy ufm paanolon stlown, aril Is lot m Indivkttnl tmlding component, not a liras system. Befao u w. the 1x/Mfrtg Uoslpna mtnt verity the of3pllcat111ry, of cf s paarnoters and Ixopetly, Incalxxoto Oft dos13t1 Into the overt. bulldlrtg Brock Incilcatdd is to txrcMkV of frlc9vldu l tries web and/a crxxd members orgy. AdcltkxKl lempaary and pormatorll bactng MOWcleslpn. g rxovonl Is always roc"od lot stability and to rxevenl collarm With possible personal Yt}ay aryj rxororly danade. fa Uenotal guidance redacftrtfj Via 6904 Parka East Blvd. IMxlcation. stotooe. delivery. otectkln arxf txacfrtg of trtnsasand Inca sysloms. socANSI/rPll Quality Criteria, 0SB-89 and SCSI Building Component Tampa. FL 33610SafetyINormallanava0dmlefromWasPlatetrutlMe. 218 N. too Street. Sulto 312. Aleltcaxfria. VA 22314. Job use Truss Type ty y T10552010 T80297 R10 NIP GIRDER 2 2 JOb Reference (optional) 9udaitm Ftrst5ource, lalrba, Plam 04y. 1-tondo 33566 r.Wu a Apt iv Ni o mu ex mauenree, mc. Asa mar a I ro:W 14- 1 rays . ID:81s7p2vjcca4j89DL55wDPz_POS-NgzyCTlZEvl7VHUet3vgtOK9AJayjRwP3Klwzf Eza 1 7-0-0 13-5•2 20-0-0 26b•t4 3300 4000 1 700 8 5 2 6•6-14 6 6.14 6-5-2 700 5x6 = 6.00 12 30 = 20 II 3x6 = 30 = 5 6 7 8 5x6 Scale . 1:70.7 in IA 3x6 = 17 16 15 14 13 12 11 36 = 2x4 II 4x6 = 3x8 = 3x6 = 2x4 11 3x8 = 4x6 = 3.5.22 2} -4 21" I 40-0-0 5-677006.6.14 C64 6-5-2 700 Plate Offsets MY1-- 13:0-3-0.0.2-01.18:0-3-0.0-2-01,113:0-3.8.0-1-81.f15:0-3-8.0-1-81 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.49 14 >972 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(rL) -0.92 14-15 >517 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.66 Horz(TL) 0.24 9 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 383 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6,6.8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 'Except' 12-16: 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3180/0-6-0, 9=3180/0-6-0 Max Horz 2- 77(LC 9) Max. Uplift2=-1132(LC 5), 9=-1132(LC 4) Max Grav2=3269(LC 18), 9=3269(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7.6-8 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6681/2365, 3.4=-8869/3336, 4.5=-9839/3700, 5.6=-9839/3700, 6.7=-9839/3700, 7-8=-8869/3336, 8.9=•6681/2365 BOT CHORD 2.17=-2072J5939, 16-17= 2068/5902, 15.16=•2068/5902, 14-15- 3276/8966, 13-14= 3240/8931, 12-13=-2022/5844, 11-12=-2022/5844, 9.11=•2026/5881 WEBS 3-17=-114/908,3.15=-1439/3557,4-15=-1413/876,4.14=-454/1143,5-14=-787/585, 7.14=-455/1143,7-13=-1413/876,8-13=-1439/3557,8-11=-114/908 NOTES- (11) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0.9.0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 OC. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf: h=25ft; Cat. It: Exp B: Encl., GCpi=0.18: MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 Ib uplift at joint 2 and 1132 lb uplift at joint 9. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down and 223 lb up at 33-0-0. and 676 lb down and 223 lb up at 7.0.0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) -This manufactured product Is designed as an individual building component. The suitability and use of this component for any Conft9WAPf&Wi2g is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO. Vertry dedgn pammeten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PACE M67473 tev. Id03R016 BEFORE USE Doslgn vcdld lot use orgy Win MI lekS connectors. Rib design If based only upon Ixsameters Yawn. and Is la an RtdlUdtd Wilding component, not o truss systotn. Below use. the txAdIng designot rnusl votlty, Iho opplbaUllly of dpar esignameters and ptolxxty Morpolato 8ta design Into the ovolall txdck design. BracY1g Indicated Is to rxacW6lg of kKnvkJtaal muss web and/ot chord members only. A,Urglbnd temporary and permanent IxocIng M iTek' gprevent6 awcrys required fa sit"tty, and to prevent eoliopso with pos*Ae persord Injury and! pxoWny ekrnage. Fa general {nhknee togaidbrtg live lalxlcallon stotoge, delNory, erocllon and Lxoctng of trusses and truss systoms, sooANSI/IPI I Dually Criteria. OSBd9 and SCSI Building Component 6904 Parke East Blvd. Safely Irgomlatbn avolic"o from trig Plato tru9Me. 218 N. Lee Street. Sulto 312. Alexa dilo. VA 22314. Tempo. FL 33610 Job I russ Truss Type a ryPly T10552010 TOMY7 Rio HIP GIRDER 2 2 Job Reference(optional) Molders recwarrce, r aapa, vrant cay, rronao aaaba LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3.8=-120(F=-88), 8-10=-54, 2.17=-20, 11-17— 44(F=-24), 9-11=-20 Concentrated Loads (lb) Vert: 17_ 475(F) 11=-475(F) I .1V •Iw/ 1N•Inl•R ,nYYiI Y/3./•:. • / .// // Rw1D:8ls7p2vicca4iB9DL55wDPz_POS-NgzyCTIZEvl7VH Ust3vguOK9AJayjq UP3KIwyczlEza Q WARNINO - V*ft desgn perernetere and READ NOTES ON THIS AND INCLUDED MITEK REF£RANCE PACE MLL7477 rev. laMW 1S BEFORE USE Design valld for utso only velb MileW connoctors. Ibis design is tamed only upon parametefs sflown, and Is lot an Individual building component. not o Russ system. Boforo use. Imo building designer nntal vedfy the o dkabilly of design p,aQnotots and poperly bncogoroto Bak design Into the ovetoll lxBdng design. 9ocing frxilcaled Is to txtcldbV of WKRVkkKd truss web and/or cnad members only. Additional lemporary and petmanont txoc*V M iTek' rxovont Is always re"od for skMty and to prevent collaixe vAln posMft rxsrsonal it*" and property damage. for gerwtal guidance regarding the 69" Parke East Blvd. labrlcatbn stotago. delNery. efecllon and txocbng of tames and Inm items, seeANSI/IPI I Quality CdtefW, OS8.69 and SCSI Building Component Tampa. FL 33610SafetyInformationavailablefromItussPlateInsOMo. 218 N. Lee Sneet. SUB 312. Alexandria VA 22314. Job fuss FUSS ype iy ply T10552011 T802B7 R11 HIP 2 1 Job Reference (optional) Burden FliatSOUfce, Tampa. Plant Gay. Flnnda 33566 1.640 a Apt IV Z016 Mu ell 1AaUSInet. tAC Weo Mat 01 16:60.16 Z01 r 1'a" 1 I D:81s7p2vjcca4jB90L55wDPz_POS-rsXKPpuB?Duz7R2gRmOvEdtMOjuwSL?a93ougNzf EzZ 1-0 66 6 9 0-0 15 11 8 24.0.7 31- 33.5.10 4040 1 6$6 2:52to 6.11.9 8-0.14 611.a 2.5-10 6dr6 Sx6 = AM17.7, 3x4 = 3x4 = 3x6 = 5x68 Scale . 1:70.7 3x6 = 16 12 3x6 = 3x8 = US = 3x4 = 4x6 = 3x8 9-0-0 20-0-0 31-" 40-0-0 aAa 11-0-0 11-0-0 9-0.0 Plate Offsets ().Y)-- 14:0-3-0.0.2-01.18:0.3-0.0-2.01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.28 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.82 12-14 >577 180 BCLL 0.0 ' Rep Stress Incr YES W S 0.39 Horz(rL) 0.19 10 n/a n/a BCOL 10.0 Code FBC2014frPI2007 Matrix) Weight: 191 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row atmfdpt 5.16.7.12 REACTIONS. (lb/size) 2=1529/0-6-0, 10=1529/0.6.0 Max Horz2=-96(LC 13) Max Upllft2=-318(LC 9). 10_ 318(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-2735/976, 3-4=-2537/939, 4-5=-2259/863, 5.6=-3164/1141, 6-7=-3164/1141, 7-8=-2259/863, 8.9=-2537/939, 9-10=-2735/976 BOT CHORD 2-16=-745/2356, 15.16=-960/3068, 14-15=-960/3068, 13.14=-961/3068, 12.13= 961/3068, 10.12=-752/2356 WEBS 4.16_ 2841916, 5-16=-1044/429, 5-14=0/295, 7.14=01295. 7-12=-1044/429, 8.12=-284/916 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t: Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed :C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 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 building code.' A WARNING - Ve ft dediin parameter and REAO NOTES ON THIS ANO INCLUOEO ARTEK REFERANCE PAGE N067473 rev. I6=WIS BEFORE USE Design vnlkt fa use only vAlh Mllok9 conneclols. rink design h basod only upon 1>mamoton shown. and Is for an hdtvldlal "dlrng component, not a huss systoi it. Before too. Ina IxAcang desigriet must vedfy the apxApcotAlly of design Ixnomolets and prop,edy Incogotale Onh design Into to ovoicdl txaung design. Bracing Indicated is to txtcpoing of Indlvfdwl puss web and/or chord members only. Adtltlotnal tomporary cnd rormanenl txacmg MiTek' Ixovenl Is always regLLed fol stdbAlty end to prevent eonorm with possRTW potsortd "sy and rxorony dcandgo. For goretal gtldo nee togadkng hw 6204 Plake East Bbd. Nxlcalbn. storage. delivery, election and brachng of Inures and Inrss systems, swANSIfFN I Quality Cdtsf W. OS849 and BCSI Building Component Tampa. FL 33610SafetyINamatlonavc/loble horn bias Plate Institute. 218 N. Leo Street. Sullo 312. AloxanUAfi VA 22314. Job Truss runs ype typly r,os52012 T80297 R12 HIP 2 1 Job Reference bone 6udders Flrsiboutce. Tampa. PWnt city. M110a =66 1.64U 4 API le ZU16 MINI( InGU3lf1811. Inc. WOG Mar U1 16:*U:1V ZU1 I raga 1 I D:81s7p2vicca4jB9DL55wDPz_POS•J25id9vpm XOglbdO_Ux8nrPYd7FeBpf kNjYR Npzf EzY 1-0 7.8d 11.0-0 17.2.7 22.9-9 29-0.0 32.3.12 40-0.0 1-0 1 7-0J 3.3 t 2 &2.7 5.7 3 62.7 3 3 12 7-8-4 Sx6 = 30 = 3x6 = 3x4 = Sx6a Scale . 1:70.7 3x6 = 16 - „ , o - - - 12 3x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = If-" 20-0-0 6 29 0-0 40-0.0 1 t .n.A Q.A.m A.A.n 1141.0 Plate Offsets (XY)-- f2:0.2-12.0.1.81.f4:0-3.0.0.2-01.f8:0-3.0.0-2-01.110:0.2-12.0.1-81 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.31 2-16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(rL) 0.87 2-16 545 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.33 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 198 lb Fr = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-6,6-8: 20 SP N0.2 BOT CHORD 2x4 SP No.1 'Except' 13.15: 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. WEBS 1 Row at midpt 5-16. 7-12 REACTIONS. (Ib/size) 2=1529/0.6.0, 10=1529/0.6.0 Max Horz 2= 1 15(LC 16) Max Uplift2=-300(LC 12), 10- 300(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2654/987, 3-4=-2408/923, 4-5=-2117/852, 5-6=-2596/1018, 6-7=-2596/1018, 7-8=-2117/852, 8.9=-2408/923, 9- 1 0=-2654/987 BOT CHORD 2-16=-741/2299, 15-16=-752/2560, 15.17_ 752/2560, 17-18=-752J2560, 14-18=-752/2560, 14.19=-753/2560, 19.20=-753/2560, 13.20- 75312560. 12-13=-753/2560. 10.12=-748/2299 WEBS 3-16=-302/284, 4-16=-273/857, 5-16=-689/296, 7.12=-689/296, 8.12=-273/857, 9-12=-302/284 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf: h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone: cantilever left and right exposed :C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 300 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 building code.' WARNING- Vadly deelin parometon and READ NOTES ON THIS AND INCLUDED MrTEX REFERANCE PAGE UM-7473 rev. r603/20IS BEFORE USE. Design vdkl fol use only vAm MI lek®conneClom INs atoslgn b LXWd only ulen pc fcxneles 91own, and b fa an 61 Mal d Uuldino component. not a Itua system. Belote uso. tho txtl c&Q doslpnor mull vedry Itle antra d1111y of design lxaaneters and Ixoletty incogwlalo this design Into the overall txildrg design. eacllg Indicated Is to provont txrcMrlg of traMdual puss web and/of Cnord members only. Additional tempotay and twtmanenl adr_frg MiTe k' Is always re%ilred lot stability and to prevent colarm with pow"o pesord4"and property ddrnago. Fot gorwrd guidance regackto ddt Idxicatlon stotago, d1oltvary. otoclion and bracing of intsses and tnts systems, sooANSI/rP1I Quality CdteAa. DSB-89 and SCSI Building Component 6904 Patko East BNd. Safety Intanndtlon o aLfbto from truss Plato Inslllute. 218 N. Lee Street. Suite 312. Alexadltkx VA 22314. Tampa. FL 33610 Job Truss Truss Type ty T105S2013 T80297 R13 HIP 2 1 Job Reference (optional) Buddefs Fv{tSource. Tanya. Plant cay. Florida 33566 r.ti to s Ape iv zvia Mrt aR inouslrtes. Inc. woo Mar ul ta:*u zu zul r rage i ID:81s7p2vlcca4jB90L55wOPz_POS.nFfSgUwRXg8hNkCCYSSNK2ykCWbWwG IcNH vFzfEzX 1-0 7 0 S 13-0-0 20-0-0 27-0.0 32-11.11 40-" 1 7.0.5 S-t1-11 7-0-0 7.0-0 5-11.11 7-0.5 1 O Sx6 = 2x4 II Sx6 = Scale . 1:70.7 34 = , ,.. 12 34 = 3x4 = 4x6 = US = 4tt6 = 3x4 = 9.311 2-0-0 20-0-0 27-0-0 308-5 40-0-0 A.3.t t 3-0-5 7-0-0 , O o 3-&5 9.3.11 Plate Offsets KY)-- 4:0-3-0.0-2-01,r6:0-3-0.0.2.01 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.36 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(rL) -0.80 10-12 >594 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 198 lb Fr = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1529/0.6.0, 8=1529/0-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc pudins. BOT CHORD Rigid telling directly applied or 6.11.10 oc bracing. Max Horz 2= 1 34(LC 12) Max Uplilt2=-324(LC 12), 8=-324(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2734/1011, 3.4=-2531/997, 4.5=-2265/944, 5.6=-2265/944, 6-7=-2531/997, 7-8=-2734/1011 BOT CHORD 2.14=-775/2357, 14-15_ 523/1924, 13-15= 523/1924, 13-16=-523/1924, 12-16=-523/1924, 12.17=-525/1924,11-17=-525/1924,11.18=-525/1924,10-18=-525/1924, 8-10=-782/2357 WEBS 3-14=-304/312, 4-12=-170/595, 5-12=-430/289, 6-12= 170/595. 7- 1 0=-304/312, 4-14=-168/575, 6-10=-168/575 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=6.0psf; h=2511; Cal. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterfor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL-_1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will tit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 lb uplift at Joint 2 and 324 lb uplift at joint 8. 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 building code.' Q WARNING- Vedly detlpn pamnoterd and READ NOTES ON THIS AND WCLUDED M7EK REFERANCE PAGE MO-7472 rev. IMMMIS BEFORE USE Ik--sltal vdkl fa use only wAlh MrlokO connectors. it* dosign Is based only upon lxiramolom shown. and Is rot an Individual txdding component. rot a truss soloon. Brae use. Ito 1>ufldho designer musl vodty the opjAlCobllly of design limomolors and prolxxiy incogorato Ihh design Into the over, building design. Bating kx kotod Is to buciding of individual Miss web and/or chord morntors only. Additional lempotory and permanent txoctrlg M iTek' povont Is dways regrlrod lot stabNty and to povent cdk{ne with possible petsondl it*" and porx-dy dldlnage. ra gerdxdd Ot1W1ce w(Kirding the fate icatkxt stotage, delivery, etectlon and txoCing of trusses and firs systoms, WOANSI/IPI I Quality CAhedo, OS849 and SCSI 9uo trig Component 6904 Parke East Blvd. Solely Intormatlan avdlldle ftom trim Plate institute. 218 N. Lee Street. Sidle 312. Alexcnckk . VA 22314. Tampa. FL 33610 Job ruse Truss Type Qty ply TIOSS2014 T80297 R14 HIP 2 1 Job Reference bone tsmets t-eabo ace. Iafttpa, rtam ury. t-t "= raaoo I — -• • • , » •. - -• • « • •-• r- ID:81s7p2vjcea4iB9DL55wDPz_POS-FRCT2gx418GY unP6vzcsGVw2wvefrFOrlIYRtzfEzW 1'o 705 15-0-0 20-0-0 Ls—,"32.11.11 40-0.0 1 O 7.0.5 7.11.11 S-0-0 "-0 7.11.11 70S Sx6 = 2x4 II Sx6 = COD 12 Scale. 1:72.0 o0 3x6 = w - 12 ... ,,, 3x6 = 30 = 06 = 3x8 = 06 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.64 BC 0.98 W B 0.42 Matrix) DEFL. in (loc) I/dell Ud Vert(LL) -0.39 10-12 >999 240 Vert( I-) -0.80 10-12 >590 180 Horz(rL) 0.14 8 rVa We PLATES GRIP MT20 244/190 Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins. 3-4,6-7: 2x4 SP M 31 BOT CHORD Rlgid ceiling directly applied or 2.2.0 Oc bracing. BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb1size) 2=1529/0.6.0, 8=1529/0-6-0 Max Horz 2=153(LC 16) Max Uplift2=-345(LC 12), 8=-345(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2739/1045, 3.4_ 2569/1033, 4.5= 2022/861, 5-6=-2022/861, 6-7=-2569/1033, 7-8=-2739/1045 BOT CHORD 2.14=•812/2381, 13.14=-464/1820, 13-15=-464/1820, l2.15=-464/1820, 12.16=-465/1820, 11-16=-465/1820, 10.11=•465/1820, 8- 1 0=-8 1842381 WEBS 3-14=-370/373, 4.14_ 243/671, 6-10=-243/671, 7-10=-370/373, 4-12=-99/480, 5-12=-277/193, 6-12=-99/480 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph: TCDl-=4.2psf; BCDL=6.Opsf: h=25ft; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2 and 345 lb uplift at joint 8. 7) 'Semi -rigid plichbreaks 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 building code.' A WARNING. YOAIy desfpn penmefenr and READ NOTES ON THIS AND INCLUOEO AMIC REFERANCE PAGE N9.7479 rov. 14MMIS BEFORE USE Design wild tot use only calm Mllek®commlofs. Ms design a based only upon paramelea shown, and Is for an indlvid Ual IxAdt ng Componenl, not a iltm systotn. Bofao tao. the Ixr k2m designer roust ved fy Ito aplxlcalAlty of dealgn lxzaneters arndl ptolMfly I ncortmoto If1B design Into the overall txdc&V design. 9ocing indicated Is to rxovoni rwcldi ng of Irdlvlduad fruss web and/or chord momblws only. Additional lempdxary and permanent moci ng M iTek' Is always rectutr d tof sk"Ity and to prevenl colla rm with poss"a pdxsend rM+y and proporly da nage. Fat general guidance regarding the fatxlcatlon, stotogo. delivery, erection and btacing of trusses arKl [Ras systems. seoANSI/rPl1 Quality Criteria. DS849 and BC31 Building component 904 Parke Ease Blvd. Safety Intomwitlon ava3atxo from tom Plato trsOMe. 218 N. tee Street, Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ Truss Type ty y TIOSS201S TSM97 Rt5 HIP 2 t 1,10R.f.r.rice(optional) tsusaeta rvstbource. iarrpa, rrant cay. ranaa suoo o.v. W, w . ID:8137p2vjcca4j89DL55wDPz 8sA3POS-kdmrFAxi3SOPc2MbecUrPT14WKHR0hm5z8zfEzV 14 6 139.5 17-0-0 20-0-0 23-0-0 2&2.11 32-11-t1 40-0-0 1 7-0-5 6 9 0 3 2-11 3-0-0 3-0-0 3.2.11 8 9-0 7-05 6. 00 f 12 5x8 s axe II 5x8 Smote. 1:71.5 3x6 = w .. .0 16 cv1. 3x6 = 30 = 4x6 = 3x8 = 4x6 = 30 = 9. 3 11 17.0-0 20-0-0 23 0-0 30-0.5 40-0-0 7. 6.5 1 3- 0-0 3•AO I 74- 5 f 9. 3.11 - Plate Offsets (Y Y)-- r6:0.2-1.0-3-11. (8:0-2-1.0.3-11 LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) -0.44 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Ven(TL) -0.96 14-16 >492 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.15 12 n/a We BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 209 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 'Except' 6- 8: 2x6 SP M 26 SOT CHORD 2x4 SP No.I WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-10-2 oc bracing. WEBS 1 Row atmldpt 5-16.9-16 REACTIONS. ( lb/size) 2=1529/0-6-0, 12=1529/0.6.0 Max HorZ 2=171(LC 16) Max Uplift2=-363(LC 12), 12=-363(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2746/1047, 3-4=-2538/1021, 4-5=-2431/1033, 5.6=-1734/794, 6-7=-1562f745, 7- 6=-1562f745, 8.9=-1734/794, 9.10=-2431/1033, 10.11=-2538/1021, 11-12=-2746/1047 BOT CHORD 2-18=-809/2371, 17.18=-525/1862, 17-19=-525/1862, 16.19=-525/1862, 16-20=-527/1862, 15. 20_ 527/1862, 14-15=-527/1862, 12-14=-816/2371 WEBS 3-18_ 337/331, 5-18= 192/610, 5-16— 493/322, 9-16=-493/321, 9.14_ 192/610, 11- 14— 337/331, 7-16=-342/971 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=25fh Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsl. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 12. 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 building code' A WARNING • Verify design Pmameten and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE 111I1,7472 rev. 1416MIS BEFORE USE DosWn vdkl for trio orgy with WokO connectors Ms desW k basod orgy upon paaneters shown. and is la an hdMdtKA LtAdbv component. not a kuss sysiom. 8oloro uso. the IxAdkV dkpy eswtmust verify the q:lxiCdA1ty of dp asW amaolers and IxopodyWcA ora.hh l to esion Intothe oval,,. buldlrV dosign. Btaehp IrWkatod Is to rxtcafrlo of tfWMdud tens web cna/a chord memt>m orgy. Addlllofld tomrxxary arcs rwrmarwnl IxadnA MOW prevent Is dwaystocNtod to st4AIty and to lxevent cdlctim with rho poison,, k*" MCI rxoPeny OnrKstpe. Fa deriecd dJrJcnco tcK"dIrV itxs 6204 Parke East Blvd. kltxlcatiorX stomoo, d,,Ivory, etecllon and txox:ln0 of trumes arc. Inns systotns, soeANSt/IPl1 Quality Cdtefla. OS111•69 and SCSI Building Component Tan%pa. FL 33610 Safely information avdk"e from truss Plate Institute. 218 N. too Sltoot. Salto 312, Alexaldilm VA 22314. Job russ Truss Type oty Fly T105520t6 780297 R16 Hip 1 1 Job Reference (optional) Buddem FastSoufce. Tampa. Plant Gay, Fonda 33566 1.540 a Apt tY zutti emrex vtausutas, rnC. wale Mor ur rti:au z[ zur r roye r ID:8137p2vjcca41B9DL55wDPz POS.kdmrFAxi3SOPc2MbecUrPT144KHOOSxA3hm5z8z(EzV t -0 74.5 13-9.5 1 & 1.4 20.0-0 1.10 1 26 2.11 31 1 1.11 40.0-0 1 7-0.5 6-9-0 4 3-15 t-10.12 1.10.12 4.3-IS 6.8-0 7-0 5 -0 Scale. 1:71.5 3x8 3x6 II 3x6 = 6.00 12 3x6 = .o .. .0 16 .. ,.. ., 3x6 = 3x4 = 06 = 3x8 = 06 = 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CSI. TC 0.68 BC 0.88 WB 0.65 Matrix) DEFL. in (loc) I/dell Ud Vert(LL) -0.43 16-18 >999 240 Ven(TL) -0.94 16-18 >504 180 Horz(TL) 0.15 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc pudins. 6-8: 2x4 SP M 31 BOT CHORD Rigid telling directly applied or 6-9-12 oc bracing. BOT CHORD 2x4 SP No.I WEBS 1 Row at m(dpt 5-16. 9.16 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1529/0-6-0.12=1529/0.6.0 Max Horz2=183(LC 12) Max Uplilt2=-374(LC 12), 12- 374(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2743/1055, 3.4=-2536/1030, 4-5=-2429/1041, 5.6=-1727/801, 6-7=-1518/760, 7.8=-15IW60, 8.9=-1727/801, 9-10=-2429/1041, 10.11=-2536/1030, 11-12=-2743/1055 BOT CHORD 2.18=-816/2367, 17.18=•538/1869, 17-19=-538/1869, 16-19=-538/1869, 16.20=-539/1869, 15-20=-539/1869, 14-15=-539/1869, 12-14=-822/2367 WEBS 3.18=-327/325, 5-18=-186/601, 5-16=-567/365, 9.16=-567/365, 9-14=-186/601, 11.14=-327/325, 7-16=-407/1084 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0psf; h=25ft; Cat. If: Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This (russ 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 lit between the bottom chord and any other members, with BCDL = I0.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 12. 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 building code.' WARNING • Vmlfy dadgn pa n Wets and READ NOTES ON TNfS AND INCLUDED AMK REFINANCE PAGE N67473 rev. 10412MI S BEFORE USE DoOgn vatkl lot use ordy vAth Mltek®conrwclort. IItIS cktslpt k Lxwd aYy upon mconolors shown. and h for an i dhAdual building comportonl. not o (russ system. Belao use. Iho "alrKt doslprwt mull verify the q:lxlcatAlty of desW pwamolors and polAttly Incogw(ato W& claslgn Into tiro ovotall ding dezadn. Bracing trWtcated b to bucafrto of IrldNldual Inns wet) and/ot chord mombors orgy. Acldaonal lempxary and r"ffKw nt txacing MOWpovenl S always re%*W Ile s"Aly and to ptuvenl collapse with possUe WuxKl"arW papeny ckanage. For general guldcnce fWjCffC2W IfKf 6904 Parke East Blvd. fat>flcallon, storatlo. delivery, oloction cW btackV of inrAos ants truss systems socANSI/TPI I Quality Criteria, DSB-89 and BCSI Bulldlrtp Componenl Tefnpe. FL 33610SafetyInformationavdlaMofromItussPlatohtsllMo. 216 N. Lee street. Sulto 312. Alexandria. VA 22314. Job T Fuss Truss Type ty1ply T10552017 T80297 RfOt FLOOR t 2 Job Reference hone uuaaars rsarsourcs. tatrpa. Fiats (try, HOMM,:shoe /.Wtu a Rpt lY Lino Natex rnaualrtea. rrtc. woo Mar uI lo:w:za zut r raga 1 ID: 8ls 7p2vlcca4iB9DL55wDPz_POS-CgKDTW yKgiWGECxnDK?4xha0hkgy7V9JILW (WazIEzU 2. 1.8 4.6.2 6.5.14 B-5.10 10 10.4 12-11.12 2. 1-8 2.4-10 1•".12 1.11-12 2.4.10 2-1 -a 2x4 II 3x8 = 3 3x8 2x4 11 3)8 = 6 3xB = Scale . 1:22.4 20 11 4x6 = 3x8 11 2x4 11 7x10 = 20 11 3x8 11 4x6 = 2- t 86 4.8.2 6-5.14 8-5 10 10 10 4 12-11.12 9A J1 9.d.1 n 1 A L 19 1.11.19 9-d-1e 2.1.8 Plate Offsets MY)— f2:0.3.8.0-1.81.f3:0.3-8.0.1-81.15:0-3-8.0-1-81.f6:0-3-8.0-1-81.f9:0.4-12.0.1-81.ftt:0.5.0.0-4-121.f13:0-4-12.0-1-81 LOADING ( psf) SPACING- 2-0.0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Ven(LL) 0.22 11 705 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(rL) 0.32 11 477 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(rL) 0.03 8 rVa n/a BCDL 5.0 Code FBC20141TPI2007 Matrix) Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 14=2762/0.5-4, 8=2762/0.3.8 Max Grav 14=2967(LC 3), 8=2967(LC 4) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5428/0, 3-4=-8335/0, 4-5=-8335/0, 5.6=-5428/0 BOT CHORD 13-14--0/5428, 12.13=0/5428, 11.12=0/5428, 10-11=0/5428, 9.10=0/5428, 8.9=0/5428 WEBS 2.14=-6420/0, 2.13=0/2897, 3-12=-1698/0, 3-11=0/3544, 4.11=-546/0, 5.11=0/3544, 5- 10=-1698/0, 6.9=0/2897, 6.8=-6420/0 Structural wood sheathing directly applied or 3.0-1 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- ( 8) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc, Except member 4-11 20 - 2 rows staggered at 0.2.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Girder carries tie-in span(s): 12-5-0 from 0-0-0 to 12-11-12 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") nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1029 lb down at 6.3.0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) * This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1.7_ 100, 8-14_ 288(F-278) Concentrated Loads (lb) Van: 11- 596(F) WARNING - Vad* dodgn pamtnotare and READ NOTES ON TNIS AND INCLUDED WMK REFERANCE PAGE N11.7473 mv. fay UWfS BEFORE USF_ DesWn % Old Not use only with MBoW connectors. this doslOn Is Wood only upon perometers stlown. rind k for on hclMduci txAdklg componenl. not wt atrusssystem. Before uso. the IxAdrlg deslgnot must vority, the t p:pxkafAlly of dosW jxxomotors and Ixof)wly klcoq>rote 01h design kilo tie ove., txicklg closlgn. Broctrlg IrWlcoled Is to fxovent Ixrcld1W of kxlvklud Inca web and/ot chord members only. Addliond temporal and riomonont txcring WOW Is always required for sIctAlty arW to rxovent eo110pso wOh possible poster" Iryuy <rx1 property ckanage. for Unmoral gulckme tewcklg ere ktxlcatbn, stotago. delivery. erection crKI txocMo of trusses and teas systems. soeANSVIPII GuaOM CAtetld, 0S8-e9 and SCSI Building Component 6904 Parke East Blvd. Salety Information avcioble from truss Plale institute. 218 N. Leo Street. Stlle 312. Alexanci t VA 22314. Tarrpa, FL 33610 I Job I fuss ty YT10652018 TOMRf02 177 t Z Job Reference (optional) Bu"fera FrtgSourca. Tamp". PfaM City. Fladda 33566 7 640 a Apr lO 21115 Mtlax EMUSUM. 1AC. Wed Meet UI 16 W Z4 A"' Fee 1 ID:els7p2vjcca4jB90L55wDPz_POS•gOucgszyb3e7rMW__nIXJUu7Rh8zpswOTX FC20zfEzT 2.2.4 5.7.12 8-3-7 10.11.2 t 3 6.13 f 6 28 198-0 21.10.4 1 2.2-4 1 3.5-8 2-7-tt 2.7.11 2.7-I1 2.7.11 3.59 2.2.4 Sxe = 20 II 2x4 II Scale . 1:38.0 3x6 = US = 3x6 = 30 = 20 II 2x4 II 5x12 = 4 5 6 7 a 9 10 2x4 11 7xt0 = 3x6 = 3x4 =4xt0 W20HS = 3x4 = 30 = exio = 4x6 II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 6-10: 20 SP M 31 SOT CHORD 2x6 SP M 26 WEBS 20 SP No.3'Except* 1-19,10-12: 2x4 SP No.t REACTIONS. (lb/size) 20=1766/0.7•4, 11=4601/0-4-0 2x4 II CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TC 0.61 Vert(LL) 0.4714-15 >548 360 MT20 244/190 BC 0.82 Ven(rL) 0.7414.15 >350 240 MT20HS 187/143 WB 0.98 Horz(rL) 0.06 11 n/a n/a Matrix) Weight: 233 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.8-2 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19.20. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20— 2654/0, 1.2=-4371/0, 2.3=-4371/0, 3.4=-4371/0, 4.5— 8272/0, 5-6=-10597/0, 6.7=•10597/0, 7-8=-8810/0, 8-9=-8810/0, 9.10— 8810/0, 10-11=-5416/0 BOT CHORD 18-19=0/4371, 17-18=0/8272, 16.17=0/9523, 15-16=0/9523, 14.15=0/9523, 14-21=0/10597, 13.21=0/10597, 13-22=0/8810, 12.22=0/8810 WEBS 2-19=-748/0, 9-12=-760/0, 4-17=0/1488, 7-14=0/404, 1-19=0/5218, 10.12=0/10324, 4.18=-4372/0, 5-17=-1406/0, 7-13— 2018/0, 5-14=0/1212 NOTES- (9) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0.7.0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 oc, Except member 12.9 20 - 2 rows staggered at 0.2.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 2045, joint 16 = 200% 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2309 lb down at 19.8-0 on bottom chord. The desigrVselection of such connection device(s) Is the responsibility of others. 9) 'This manulactured 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.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pit) Vert: 1-10=-100, 20-21=-10, 21-22= 450(F=-440), 11-22=-10 Continued on Daae 2 A WARNING - Vedy dedgre pammeteeft and READ NOTES ON TNfS AND INCLUDED NREK REFERANCE PAGE MlIL7472 rev. 1002MIS BEFORE USE Oesig n valkl foe use orgy MAtn MRek® connectors. This doslgrl It basod orgy upon t"arnolon shown. and is lot on IreclNid rd buldfrng component, not o huss sysem. Sefoto use. the txUdhg designer must verify the cgtlAlco IAlN of design paaletets and Ixop erty Ilaogotato this design Into Ifs ovotdl txoding design. ®acing I ndlcotod Is to t=ietl ng of Ind1v1d11c1 trim web and/or chotd members orgy. Additional tempotay and pormanerel txochlg MOWrevent k always toc"ad for slatAty and to prevent col cgt"o with posstAo potsorO Injury and ptopwdy danage. pot gtdwed g1lWnce re"ding Mrs 6904 Parke Ease Blvd. tclxlcatkxt sta000. delivery, atection and tmacing o1 tntsses and men systems, sooANSI/TPI I Quality Criteria. OS649 and SCSI Building Component Tampa. FL 33610SafetyInformationova9atxofromtflmRateInsillulo. 218 N. too Shool. Stlto 312. Alexandria. VA 22314. I Job fU58 ty yT10%2018T11,17T0mRF02 1 Z Job Reference(optional) BYaaerl FxgSOUMG, Tampa, Ram City. Fblida 33566 LOAD CASE(S) Standard Concentrated Loads (lb) Ven: 12=-2309(F) 7.640 a Apt 192016 MTak 11IM Ml1laa. InC WOO Mar 01 16-W.24 2017 "9a 2 10:8ls7p2vjcca4fB90L55wOPz POS-gOucgszyb3e7rMW_nIXJUu7RhBzpswOTX7FC20zfEzT Q WARNING- Vaflly dasl9n pans Ww* and READ NOTES ON THIS AND INCLUDEDWMK REFERANCE PAGE AM7472 rev. faWMI6 BEFORE USE Design valkt lot use only with MlloW connecbrs. 8As design Is 11aod only upon poramelem shown, and is for an hdMa%j A txAdt ng component, not o miss system. Betero tae. the IxAdhg designer must verity the al:tAlcol Alty of design paanoten and property ncogoroto link design Into the overall txlding design. Bracing UK11colod Is to povent bucatng of 1ndNkW truss web and/or chord members orgy. Additklnd lornMory and permalenl txocVQ MiTek' S always w"ed for stability and to pavenl coltapse with possible fmcsor""and poparly denage. for general gtAUance wVmdtrng Bw IabticalkxL storage. delivery. erection and tracing of tntssas and muss systems. seCANSI/tPl I Quality CAtNno, OSB-89 and BCSI Building Component 6904 Parka East Blvd. SatNy, Information awAk*Ao Dom prim Plate Ins11Me. 218 N. Leo Street. SLAW 312. Alexandria, VA 22314. Tampa. FL 33610 Job I ruse ype ty TU!, Tt0552019 T80297 Vol 1 t Job Reference bona BUdders FrraISOUfCe. Tanya, Plant City, F10nde 33566 r.o4u a Apr lu zwo miiox rnouaares. Inc. woo rmr ul iow.ZA zur r rays r 10: 8ls7p2vjcca4jB9DL55wDPz POS-gOucgszyb3e7tMW nIXJUu7YS87Cs9aTX7FC20zfEzT 2. 6.4 2. 5.4 Scale - 1:6.9 4. 00 12 2. 4-8 LOADING ( psi) SPACING- 2-0-0 CSI. OEFL in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.16 Ven(rL) -0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 rt/a n/a BCOL 10.0 Code FBC2014lrP12007 Matrix) Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ib/slze) 3=72)0-3.8, 4=45/1-0-0 Max Horz 4=30(LC 8) Max Upllft3=-44(LC 8), 4=-10(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 6) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. it: Exp B; Encl.. GCpI=0.18; MWFRS ( envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3 and 10 lb uplift at joint 4. 5) ' Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6)' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verl/y design peremeten end READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE NA7472 tsv. IaW/201S BEFORE USE Design valld la use only wtlh Mllek® conrwctors. I111s design Is based only upon parameters shown. and Is la an Individual LxAding componenl, not a huss systorn. before use. Iho IxAding designer must verity the ataAicatAlly of design parameters and popery Worlxxole ihh design kilo trio overall tradang design. Bracing Indicated Is to proven bucWing of kldMdual trim wob and/of chord mcrnbors only. Adaill nui tom"M and r mnanent txactrlg It always reryl4ed for slarAlty endl to prevent collat a wllh possblo personal tyuy and popeAy dlarnago. For general guidance regarding fine WOW 6904 Parke East Blvd. fabricationstorage. dolivory. dnocfen and txaclrV of trusses and miss systems seeANSI/IPI I Quality Critef W, 0118.69 and SCSI BuBding Component Tonga, FL 33610 SaletyInlarntdtlonavdAcblefromInnsPlateInsUMo. 218 N. Leo Street, Suile 312. Alexdndsla. VA 22314. Job ruse fuss Type ry Ply T105S2020 T80297 Vo2 Valley I 1 Job Reference lone Builders FestSource. Tanya. Plant Cozy. Florida 33566 7 640 a Apr 19 2016 MtTek Industries. Inc. Wed Mat 01 16:50:24 2017 Page 1 ID:8ls7p2vicca4lB9DL55wDPz_POS-goucgszyb3e7rMW n1XJUu7Yu88es9dTX9FC20zfEzT 4.4.13 6-5.4 4-4.13 1-0.7 20 i 20 II Scale. 1:12.2 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 3 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 0.00 3 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(rL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 16 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=117/5.4.0, 5=216/5.4-0 Max Horz 1=65(LC 8) Max Uplift 1= 25(LC 8), 5=-76(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5.5.4 oc purllns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opst; h=25f1; Cal. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 76 lb uplift at joint 5. 5) Non Standard bearing condition. Review required. 6)'Seml-rigid pitchbreaks 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 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 - VWW design parameter and READ NOTES ON TN/S AND INCLUOEO WTEK REFERANCE PAGE MP7472 rev. Iara=o15 BEFORE USE Design vela too use only with Mllel® connoctors. this doslgn Is based only upon parameters shown. and is for an Indlvlclual txMho component. not a buss systoon. Bototo use. the IxAdt ng deslgwr 1 nusl verity tho aIM IlcolAlty of design rxaamotefs and Ixolxxly I ncotixxato thb dosi6n Into the oveldt MAdi ng design. Brachg Inc1cated Is to prevent txlcldhg of IndNkllxe hue web and/or chord memixns only. Addtiond tempaaty ana pormononl txcrlrg M!Tek' is always iecphed tot stablilty, anal to rxavonl collapw with posdAe rx soma fnkaY and property dunnage. For ganard guidance itQatcug the 6904 Parke East Blvd. faUAcatkxL 001000. dolivery, otoctlon and btaCbg of Inures and truss systems WOANSI/iPI I Quality Criteria, OS649 and SCSI Building Component Tanya. FL 33610SafetyInformationavalic"a horn hnm Plate hnsliluto. 218 N. too Slreot, Suite 312. Aloxancida. VA 22314. Symbols I Numbering System I 0 General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/ld' KA For 4 x 2 orientation, locate plates 0-14e from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 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/IETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSlfrPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM M1[ 0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or Xbrocing, is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested porties. 5. Cut members to bear tightly against eoch other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is o non-structural consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type. size, orientation and location dimensions Indicoted ore minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purllns provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, bock. words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterio. J01 J02 J03 ua-ack-ack i re r. x Uri Ir. , Ir. . i r_ P_._. I I 4 o o.._._._..._.A.._... A...._.._..__o.__A.w:o::V Y::Si: Y Y:o:.:.:::7io:.7-V:.:: 10 12 13 14 IS 16 IS R13 101 N n n — to c) m c') m r7 cn m e m m m 2 0 0 0 0 0 0 0 0 RECutcu COPY N A 0 0 i I II j I 01 03 03 I 702 II MINA I AoI DEEP FLOOR D.C.1 FIDJUST SPACING FOR1 4 18-00-00 0 Hanger List H1 HTU26 H2 THA422 NOTES: L) REFER TO 0 91(REC4MAEFDATIONS FOR HANDLING INSTALLATION AND TEMPORARY DRACIN6.) REFER TO ENGINEERED DRAWIFYfi FOR PERMANENT ORACWG REQUIRED. 2.) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMWG) MOST OE C LETELY DECKED OR REFER TO DETAIL V05 FOR ALTERNATE DRAGNG REaIIREMENTS. 1) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY OUILDER, 4.) ALL TRUSSES ARE OE516WO FOR 2 0.4. WUOAILIA 5PAp146. LM.E55 OTHERWISE NOTED. m t919 5.) ALL WALLS SHOWN ON PLACEMENT fl.AN ARE CONSIDERED TO DE LOAD 0EARIN6. UNLESS OTHERWISE NOTED. co 6) SY42 TRUSSES MAT DE INSTALLED WITH THE TOP DEING UP. 7) ALL ROOF TRIM HANGERS TO OE %(('SON HTU26 UTLE55 OTHERW5E NOTED. ALL FLOOR TRU55 HANGERS TO DE 51M WN TIAM UNLESS OTHERWISE NOTED. 6.) DEAMKADERIUNTEL (H>R) TO DE FUR (SHED DY DULLOE . SHOP DRAWING APPROVAL THIS LAYOUT IS FIE 50.E SM FOR FAVIXATION OF MIFM AND VODS ALL rREVI 6 ARCHIMMAL OR OHER 111M LAYOUTS REVIEW AND AIROPAL Of M LAYOUT R61 DE RECEWED WORE ANY TOMES ILL DE DULF. VERIFY ALL COTDITft TO UNSURE AfiMf QWISES THAT WILL RESLLf Of EXTRA QMS TO YOU Igmw od of au A/Rw rl Ortt Builders FirstSource SANIF' I Orlando BION E 407.851.2WO FAX. 407.8-31.7111 Plant City 813-759.5Q51 FAX: 813.752.1532 1 1'942 L ER. Taylor Morrison Homes N Daphene III A H I1519M ans1TY1: Lot Toc NT5 PAT(: am IT. of 2-16-16 Rick RECORD COPY n City of Sanford Building and Fire Prevention Product ApprovalU cation Form Permit # # 1 7- 1 9 4 2 Project Location Address 4f` Rocky Grove Lane 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 Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door FL15322.9 Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI Windows 3540 ser. Frame Fixed Glass FL18504.2 Awning Pass Through Projected Mullions MI Windows Mullion - vertical FL18644.04 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System 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 FIA Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature if Applicant's Name Please Print) June 2014 UXD>A) 5 ; i , Col AL ff mc, AUK CO RES! smca lv"" R XF&A-!MCKWIM TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS It3 rr 3v I it WINDOW CALL -OUTS 76- H & N 3294 R SH 3191 g51' z 35' 6F v 05H N335N 33SI 31N 8 z 3 N SN N 3154 24 6" 3454 654 N355N 1554 3651 t6 5N 336 5H 9; 1 * 94 c GL *RR MW "M FOR ALL MM 11NM 90 AV #6TALLAI'04 MAY YART PER H4NFtC MAWSFECRGllp16. QZ 1 IVER TO FLOOR PIA45FOR STTLE OF LLIDOLI WD (SWE RM-SR /" - MR ORFDO 61A%-F6J leu a and wluLFwaouFwvoev.na 1 V• L I DABS mu nmFsr u+r W:oaa Tm w aa. um .wt< wwww mw soo. Y uj w O16LL h4Wft Lei. z W0 z J EUL / 0 0 2 O r 1 N0 HATCHING LEGM OR4IQE71 MAIN FLOOR 1453 OF. 11.2600UFFERFLOOR1141SF. TOTAL L1VM 76M SF. GARAGE 4TlOF. wlft RILE min LANAI 400 OF. FFORCH 144 OF. TOTAL 50. FT. 3671 SF. MAIN FLOOR PLAN NOTES nwxf' wr. r•r I `1GARAGERIGHT2 a1OMMaEV R4O Of= aoweaaaca"V%W W RerELR • FME90WfI0U TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS WINDOW CALL -OUTS 10- IMF& 203f6. IMF(. MF6 4W F6. MIO F I 3010 F6. FOM Fla14' 36• 1A30 91 703064 303054 4030 511 994 IM S4 30N0 SIT WO $1W Z MOON W S4 W0 5N F050 5Nt>0' W $41 MOST I 3W94 4M911P 6C *JUr WU al)DW FOR ALL CWOUk WFDO# SAES ADO MIALLA11M MAT VART PER 1WiFACX%RAM9ELF01101i Z NERTOKOMPLA`BFORMEOFMW USED MUE 015.9l CA5E1'fM• Ml, CRFXO QA%- FW OIEAROPENMiWWI$ * r QM0 R ECFMCFNQl=l LQCM E1MVTMATCRaE wG!9mmEd1NUEwl m EM0V0666E V=*MOF ry "m (FOIE m"aw"mcp FE 7 nEf S ft4"FU 0I91051tO0t6FtI1LLIaIrtaFlOI'DJfI auI arePA/!G0UP tllVnMVM MAEM'n". xiOEFOOE W7ZflRF6LR • IV @EW 6aY16R1 F•6 AsmFaMFER1uA • FIN IOm 1 Jl af OME M WV) c oa 4 pp 7jF F S{fiEt 00 E 6 1cl, m rrse raonzen W me Ww IOE F•f p ano MMm W WAV66MOrNASY 4v1a IlO1M •10! al. Ra.•l00 ld W.Vif .1 0a Mx NTYWp Yds.T11mU Y I Ln W 0 W L/ ICI 13ce 0 Qc H S0 A 1 ` N 0 Q J F- 2600 enr ftowUPPER FLOOR PLAN NOTESR" GARAGERIGHTv I Florida Building Code Online gC)N-T -L aC Page 1 of 3 Business & Professional Regulation 1 ,J rm t®mr, RCX48 rtn enid aas Home I Lao In I user ae0lstratlon • HU Topics I submit surcnarpp I Stan a facts I aubrauons I FaC stag I acts sae Map I Links I search I BusTjlnes lj} m(j) Product Approval Pro#essiVlla) ®USER: Mile user Regulation product Aeoceval Menu > Pceetict at Aeelitatm Smith > Aeeltntlen LOU > ApplicaUdn oetall FL p FL1S225-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 rickworwbldgconsultants.com Authorized Signature Vivian Wright rickworwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 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 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2of3 Date Pending FBC Approval Date Approved 07/OS/2015 Summary of Products FL 6 Model, Number or Name Description 15225.1 a. 'Classic -Craft" 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 FLIS225 R3 C CAC 1S22S.1 NAMI ceds.odf 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 1522S.1-68 (68 Door Products), INST FLIS225 R3 It INST 1S225 1-68 odf 15225.1-80 (8.0 Door Products) and INST 15225-68M (61 Fr IS225 R3 11 INST 1S225.1-80.edf Door Products Direct to Masonry) for Installation FLIS225 R3 11 INST iS225-68M.odf 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 F1S27.5 R3 AE Eval1S225.1-68.odf Ft I5225 R3 AE EVAL 1S22S.1-80.odf Fr IS225 R3 AE EVAL 1S22-68M.odf Created by Independent Third Party: Yes 15225.2 b. 'Construction Series' and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru' and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S R3 C GaC 15225.2 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions. Other: See INST 15225.2-68 (6'8 Door Products) and INST FrIS225 R3 ti INST 1522S.2-68.odf 15225-68M (61 Door Products Direct to Masonry) for FLIS22S R3 11 INST 15225=68M.odf 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 FLIS22S R3 AE EVAL 15225.2-68.odf. FLIS225 R3 AE FVAL 1S22S-68M.odf Created by Independent Third Party: Yes 1522S.3 c. 'Fiber -Classic' and 'Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therrna-Tru' without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22SS225 R3 C PAC IS22S 3 NAMI certs odf 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 1S225.3-68 (6'8 Door Products), INST FLIS22S R3 It INST 1S225.3-68.gd 15225.3-80 (8'0 Door Products) and INST 1S225-68M (6'8 Fr15225 R3' It INST 15225.3$0.odf Door Products Direct to Masonry) for Installation FII522S R3 It INST 1S22S-68M.odf Instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "l' 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 FLIS22S R3 AE EVAL 13225:3-68.odf Benchmark Door Panels.) S22- f1i5 R3 AE EVAL 1522S.3-80.ndf FLIS22S R3 AE EVAL 1S22S-68M.odf Created by Independent Third Party: Yes 15225.4 d. -Premium Series' and m16/8 and 8/0 Opaque and Glazed Steel Door with and without I BenchmarkbyThera-Tru' Sidelltes. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15225.4-68 (6'8 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- 04) Certification Agency Certificate FLIS R3 C CAC 1S225.4 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/ 2021 Installation Instructions FL1522S R3 11 INST 15225.4-68.odf FLIS22S R3 It INST 1S22S.4-80.odf FLIS22S R3 II INSTAS225-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS22S R3 AE EVAL 15225.4-68.odf Er 1S225 R3 AE EVAL 1522S.4-80.06f FLIS22S R3 AE EVAL 1S22S-68M.odf Created by Independent Third Party: Yes 115225.5 I e. 'Smooth -Star' and "Benchmark 16/8 and 8/0 Opaque and Glazed Fiberglass Door with and I by Therma-Tru" without Sidelites. Inswing and Outswing https://www. floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv3yV VKJZ 1 Q... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A after: 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.) Certification Agency Certificate FLIS22S R3 C CAC 1S225.5 NAMI certs.pQj Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS225 R3 11 INST 15225.5.68.odf FLIS22S R3 11 INST 1S225.5.80.Ddf FLIS225 R3 11 INST 1S225-68M.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1S225 R3 AE EVAL 15225.5-68.pdff FLIS225 R3 AE EVAL 15225.S-80.odf Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S R3 C CAC 1522S.6 NAMI certs.odf Approved for use outside HVHI: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and FLIS225 R3 11 INST 1522S.6-68.odf 15225.6-80 (8'O Door Products) for installation instructions. FLIS225 R3 11 INST 1S22S.6-80.Ddf Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS22S R3 AE FVAL IS 2S.6-68.odf FLIS225 R3 AE EVAL 1522S.6-SO.odf Created by Independent Third Party: Yes Oadn Heat Comas Us :: 190 North Memee Street. Tatlahagee FL 32M phone: 850.487.1824 The State of Florida is an AA/EEO employer. Cwyrtaht 2002,2011 State of florida.:: tiIvacv Statement :: Accessibility Statement :: Refund Statement Under Rorlda 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 mall to this entity. instead, corttau the of11cE by phone or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to Section 4SS.27S(1), FbAda Statutes, effective October 1, 2012, licensees licensed under chapter 45S, F.S. must provide the Department with an email address If they have one. The smalls 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 an be made available to the public To determine if you are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: a®ER® CreditsR E https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ 1 Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327-RS 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 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 withinuun- o...w..... Is ns.ndifs.[ by The mertran National Standards Institute (ANSI). NAMI's Certified Product Listingat w vw. "nmlcernncanon-cvm. t.ru.., a a..ct....r:....," Design a....,....-........ Missile Test Report Number Configuration Inswing or Glazed or Maximum Pressure Impact Outswin O a ue Opaque Size 3'0" x 8'0" Pos/Nc 47/-47 Rated No Comments NCTL-210-1940.1.2.3.4=F-257F X I/S Sin le O/S Opaque 3'0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4/TTF-257F X Single XX I/S Opaque 6'0" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4/TTF-257F Standard Aluminum Astragal Double O/S Opaque 690" x 810" 40/40 No NCTL-210-1940-1.2.3.4n TF-257F XX Standard Aluminum Astragal Double 1/S Opaque 610" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4=F-257F XX Coastal Aluminum Astragal Double O/S Opaque 6'0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4/ITF-257F XX Coastal Aluminum Astragal Double OXO/OX/XO I/S Opaque Door 594" x 810" 40/40 No ETC-01-741-10593.0/L-2173ff TF-257F Single w/Sidelites O/S Glazed Sidelites Opaque Door 5'4" x 8'0" 40/-40 No ETC-01-741-10593.0/L-2173/i-TF-257F OXO/OX/XO Sin le w/Sidelites I/S Glazed Sidelites Opaque Door 814" x 8'0" 40/-40 No FETC-0tandardOXXO Glazed Sidelites Aluminum AstragalStandardAluminumAstragal Double w/Sidelites O/S Opaque Door 8'4" x 8'0" 40/-40 No ETC-Standard0 I OXXO Double w/Sidelites I/S Glazed Sidelites Opaque Door 8'4" x 8'0" 47/-47 No Aluminum AstragalStandardAluminumAV1FETC-0I-741-10593.0/L-2173/TTF-257F Coastal Aluminum AstragalOXXO Double w/Sidelites O/S Glazed Sidelites Opaque Door 8'4" x 8'0" 47/47 No ETC-01-741-10593.0/L-2173=F-257F OXXO Double w/Sidelites Accreditation Glazed Sidelites Management Institute, Inc./4794 George Washington Coastal Aluminum Astra al MemoriVY » y/Hayes, VA 23072Nntlonal Tel: (804) 684-5124/Fax: (804) 684-5124 ,J NAMI AUTHORIZED SIGNATURE: J NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: 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 Bencbmark by Therma-Tru 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 NAM1 Certification Babel 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 S—J-.-. :-.ice- ............ W.—Iwa-e:Rwe':nn wn... MAUV* t.rttf atinn Pravram is nerredited by The American National Standards institute (ANSI). I' liwil-S %.Crallezu rguuYGa an mNAK a. Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure impact Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L.-2097!)TF-253F Single X O/ S Opaque 310" x 618" 67/-67 No ETC-01-741-10703.0/L-2097=F-254F Sin le XX 1/S Opaque 690" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097=F-253F Double Standard Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 40/40 No ETC-01-741-10703.0/L-2097MF-254F Double Standard Aluminum Astragal XX 1/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097f TF-253F Double Coastal Aluminum Astragal XX O/S Opaque 610" x 6'8" 47/47 No ETC-01-741-10703.0/L-209?=F-254F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 594" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097MF-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-2097MF-254F Sin le w/ Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/i-TF-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097=F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO i/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097=-253F Double w/Sidelites I Glazed Sidelites I I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x b'8" 47/-47 No ETC-0I-741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, lnc./4794 George Washington inem iyC/ y1naycs, yrL Lout,& Tel: (804) 684- 5124/Fax: (804) 684-5122 NAM Al TMORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-RS 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 F330/E331/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 withinediedbTheAmericanNationalStandardsInstitute (ANSI). NAMI's Certified Product Isting at vwwAsmicertifitsk lon.com. NAMI s Certification Proram Is act r t Test Report Number Inswing Glazed Design Missile Configuration or or Maximum Size Pressure Pos/ N Impact Rated Comments X Outswin 1/ S Opaque Glazed 310" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/ 7F-256F Single X O/S Glazed 3'0" x 6'8" 47/-47 No NCTL-210-1940-1.2.3.4/1'TF•255F Single XX I/S Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/I'TF-256F Standard Aluminum Astragal Double XX O/S Glazed 6'0"x 6'8" 40/-40 No NCTL-210-1940-1.2.3.4/1-TF-255F Standard Aluminum Astragal Double XX US Glazed 610"x 6'8" 47/47 No NCTL-210-1940-1.2.3.4f TF-256F Coastal Aluminum Astragal Double O/ S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/iTF-255F XX Coastal Aluminum As al Double IS Glazed Door 5'4" x 618" 40/40 No ETC-0 1 -74 1 -11 008.0/L-2 15 1 fM-256F OXO/ OX/XO Single w/Sidelites O/ S Glazed Sidelites Glazed Door 594"x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/ITF255F OXO/ OX/XO Single w/Sidelites US Glazed Sidelites Glazed Door 8'4" x 6'8" 40/-40 No 56F ETC-0tandard OXXOGlazed Sidelites raga) StandardAluminumAstragalAluminumDouble w/Sidelites O/ S Glazed Door 8'4" x 6'8" 40/-40 No ETC-01-741-I 10uminum OXXOGlazed Sidelites Astri- 1F255F Standard Aluminum Astra al Double w/Sidelites 1/ S Glazed Door 8'4" x 6'8" 47/-47 No ETC-01-741-11008.0M215IMF-256F OXXO Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal51 OXXO LO/S Glazed Door 8'4" x 6'8" 47/-47 No ETC-0 I 55F Glazed Sidelites Alumin008. 0/Lum As ragal CoastalAluminumAstragalCoastalDouble w/Sidelites Accreditation Management Institute, IncJ4794 George Washington Memorilp y/Hayes, VA 23072 NatinnalTel: ( 804) 684-5124/Fax: (804) 694-5122 NAMI AUTHORIZED SIGNATURE: C/ •/ NOTICE OF PRODUCT CERTIFICATION Company: Therms-Tru Corporation Certification No.: N1005331-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-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 w• w ls- /--f:-J O-..J....• :w:.... w ..n.nv Nwrn:weMifi e:nn wnln. NA Mite i-Prfffrotinn PrAOMM it 9ccredited by The American National Standards Institute (ANSI). I\p1 I J L.Cl llliY • VVYtl li.il... al Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin O a oe Size Pos/Ner Rated Comments X I/S Opaque 310" x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096/ITF252F Single X O/S Opaque 3'0"x 698" 67/-67 No ETC-01-741-10702.0/L-2096MF25IF Single XX I/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096=252F Double Standard Aluminum Astraptal XX O/S Opaque 6'0"x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/1TF251F Double Standard Aluminum As al XX I/S Opaque 6.0" x 6'8" 551-55 No ETC-01-741-11008.0/L-2151/iTF252F Double Coastal Aluminum Astragal XX O/S Opaque 610"x 6'8" 551-55 No ETC-0 1 -74 1 -11 008.0/L-2 15 1 MF25 I F Double Coastal Aluminum Astragal OXO/OX/XO i/S Opaque Door 51411x 6'8" 40/40 No ETC-01-741-11008.0/L-21SIMF252F 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 I/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-11 2F Double w/Sidelites Glazed Sidelites AstragalAluminumsragalStandardAluminumAstal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/ITF251F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4"x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/iTF252F Double w/Sidelites Glazed Sidelites I Coastal Aluminum As al OXXO O/S Opaque Door I 8'4" x 61" 55/-55 No ETC-01-741-11008.0/L-215IfTTF251F Double w/Sidelites Glazed Sidelites I Coastal Aluminum Astragal National Accreditation & Management Institute, IncJ4794 George Washington Memory/Hayes, VA 23072 Tel: (804) 684- 5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: THERMAITRU 0 THERMA TRU DOORS I Ill I"Ou&"h^L OR.. COnCRTO". GH 43517 Smooth -Star" and "Benchmark by Therma-Tru" 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ 6 W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed In complance with the 5% Edition 12DT4) Rondo Building Code jF8C) excluding the •Nigh Velocity Hurricane Zone'. see the Certification Agency certificate for sties, specifications and ratings. 2. Product anchors snag be as bred and spoced as Moon on details. Anchor embedment woB dress' stucco foam Wick end other wal IaLW MAX. OVERALL FRAME WIDTH s s s s 1 it Itit tFi1 1 •L 1w i i A ' i i' A ' i i qL-4 1 B 0 e s 6• 6 DOUBLE W/ SIDEt1TES axx0 MAX DESIGN PRESSURE SS.O -SS.O to bole motertol shot be beyond ng coverings. —.•t Wood screws shol be installed fo lowing Instolatlon Instructions of Ah WAFaPA NDS 2D12 AB other fastener types to be installed following fastener manufacturers Insfollatlon instructions. 375? MAX. OVERALL WIDTHI3. K Kt 4. Fastener embedment depths, edge distances and center -center distances shol be as 4 rr--p f1a specified by the fastener manufacturer but In no instance shal they be less than shown In S i; ;, Ink drawing. = s 1 e i. ii it ii 5. Where shins are used, they must be a-Iigid / 0C material that comples with the 0 r"ukemenfs of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shot be determined by others for Merl k lobs In occardance with the governing code. 7. Site condtions not covered by this drawing are subject to further engineering ana!M. fAllf OF CONITIM SHIEre I DESCEM11011 1 I NOW etewtions. 0119M Pressures d geraral notes 2 Buck oluJlaing 3 Fromeonehomg 4 Frame anchoring a bilo moterbti S N tail & vertical own sectim 6 V00 cross secWns SINGLE X MAX DESIGN PRESSURE 67.0 -67.0 eee 11' 2 3 s s s 9KCLE w/ SIDELnES OXO MAX DESIGN PRESSURE 440.0 40.0 74.V MAX OVERALL WIDTH 1 ? 3 s s s DOUBLE Xx MAX DESIGN PRESSURE SS.O -SS.O tOCr KARDWARr MPG a is= Man 96MATUR! S[MK IATC" ST.t7 MAIL OVERALL WIDTH INVIN 3 1 s s• rt Kt SINGLE w/SIO[UTE OX MAX DESIGN PRESSURE 40.0 -40.0 Oz u 2 2t 12 ; N.T.S. err JK i Lis i he lo: u 15225.5-68 c T a 6 4- 4 4• 4- 4- 4 4- 40 SVI, 11 K MULLION 11 MULLION IfrflAlt MASONRY OPENING - 7 IYP. HEAD MASONRY OPENING I Typ. SHOWN FOR REFERENCE MASONRY OPENING I 7YP. I SHOWN FOR II REFERENCE JAMBS HEADII I HEAD" II L JAMBS JAMBS 2X SUCK I I 2X SUCK 2X BUCK -/ MULLION I ISHOWNFOR V! li C; Cd C; I I II REFERENCE IIII SINGLE W/SIDFLITFr, SINGLE DOOR qING1 SUCK ANCHORING BUCK F W/SIQFIjIE ANCHORING SUCK ANCHORING A4 S. FF MASONRY SHOWNMULLION FOR SHOWNMULLION FORA: OPENING TYP * HEAD JAMBS ILASTRAGAL TYP. REFERENCE HEAD REFERENCE II SHOWN FOR JAMBS I II M.' 1. ZVNObuck ffirk. S.G. 2 OM. 2X BLICK-/ REFERENCE 2X A BUCK 009MANCHORN01ru., 1. Concrete -100 to of me cwmn may be D*nted to rnahloin the ffirL k ASTRAGALedgedartancotonwWJ0ihfL to l SHOWN FOR I I Z C4naare onctol tocorion; noted os 7MX ON CEPMr must be aCpAted i REFERENCE m fain the mIm adg, dittanco to walar)oihfL odclillonal caxmte nor be MQ~ to ensure the'MAX ON CtNIER` dinicruion m nor exceeded. a 3. Concrete - icto ft)U&., ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE um EMBEDMENT l0M.AsONRrImot TOADJACEW ANCHOR 11W hr r Ir TAPCON RCO uIiRACON mr m/e I r r 777:O II u- I DOUBLE DOOR MASONRY DOUBLE W/SlbrLITFS RUCK ANCHORING OPENING BUCK ANCHORING 15225.5-68 rl OF 6 1 0. E. J. C' 7j. I-- J- J I-1•—i I I I 1 1 _ MULLION-' SHOWN FOR ; REFERENCE A W/2X BUCK INSTALLATION o C W/1x BUCK INSTALLATION 0 TIP. HEAD Q JAMBS t IN C. 9 A' of 10PAIRS 3 S. I J TYP. 1 ,YP. 1' • J'ri!}-F 6• L 6'- i •.......• .` ~ n I ^ Illlllll a T O - = A w/2K BUCK € C to MULLION (,^ INSTALU1fON C'` ! 5 p e 2 W e c _ SHOWN FOR _° _ 9 w/1X BUCK - rn t; an d >i w REFERENCE >. NY >' n WSTALLAIX) nN '? N Q, A /2X BUCK INSTALLATION Tom• HEAD k c JAMBS U 9 Ix BUCK INSTALLATION Ij TIP. MEAD AJAMBS - p SEE t6 - aS - o 16 16 vi DETAIL '4' o SEE" N - All - SEE - 5 _ DETAILE'1 ^ + 1L- OET6 I 12 nDETAIL '2 1l 1 ' p . fii q C" VIEW 'C'-'C' SNNGLE DOOR W/SIDELRES ^ VIEW •D"--D' SINGLE ODOR W/SIDELITE VIEW 'B-B' SINGLE DOOR VIEW A'- A' FASIVJM rRlr I>o + son" w txxM JIM 0o':2rr O isi SIDELITE NOTES : 1. Me sideAre Is died set into the jamb with (12) R8 x 2*pfh. wood SarBwt. There are fIJ at each venkol jamb. from the top down of 13.5: 31B. •, AS d 6d'. Thereere are (2) of the Meader of horn the outside Comers of the home. there ore (2) of the sR r Aom the outside comers. 2 For optional side6te construotbon with stoptes. sideGte M diect set Into the Jomb %4lh (4) r"is' x 1.3/,-16 go. staples done each jamb (6- Dom ends and equally spoced thereattw). CONCRETE ANCHOR NOTES: 1. Concrete onctwr locotiors of the comers may be odyusted to mointaltl the min. edge dstance to mortar joints. 2. Concrete anchor locations noted bt 'MAX. ON CENTER" must be Oofusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the'MAX. ON C64W dtrnensiOn ore flat exceeded. 3. Concrete anchor tobte: ANCHOR_ ANCHOR MIN. MIN. CLEARANCE 16MASOIVRI' MIM CLEARANCE 10iWAt:ENi' TYPE SIZE EMEFDME. EDGE ANCHOR 1/4- 1.1/f r r TA w nw TA/CONO 3/16' 1.1/r 3' 1.1/2' W/2X BUCK 2 INSTALLATION B W/1X BUCK 1 INSTALLATION DETAIL '6' DETAIL '2" W/2k BUCK 2. INSTALLATWN W/IX BUCK INSTALUITIO 12 1 C t DETAIL '1' 0. 1 1 l s, . l j`'' ANIF N j z 3 2 ?t 12 N.T.S a 1R. JK er. L.FS RJ 0 15225.5-68 c i a -f- o C. 7' 3• 71.E 1-3L4 SEE NOTE 31SHEET3 SEE DETAIL "3" A I9 ASTRAGAL) %, MULLION SHOWN FOR 1 SHOWN FOR REFERENCE r REFERENCE ONLY 1 r _ t6 i6 I 16 y yI t6 5 o t2 I 5 6 1 12 1 E' NEW ' C'-'C DOUBLE DOOR W/SIDELf7E5 W b IN I A' PAIRSofTYP. I 6 t L4+I 3• W/ 2X BUCK INSTALLATION I SEE DETAIL BUCK INSTALLATION A BUCK_ INSTALLATION ia W W/ 1X BUCK y pia TYP. HEAD In x AMA J'INSTALLATION r' u E elf JAMBS iv SHOWN FOR HEAD & I d O1 REFERENCE JAMBS _ ONLY I 1 SEE DETAIL ' 4' c 1 _ 1 SEE a o 16 I 16 DETAILtu ot 5 1 5 A' NEI. 00- w x/ o"pow cori Ntm rASr WDM /ID, 00 ". AU1xKVlT DOUBLE DOOR NEW A'- A' 10 0000 xrs WN4COoB7 W/ 2X BUCK 2 INSTALLATION W/ IX BUCK INSTALLATION 12 1 C w/ 2X BUCK Item DESCRIPTION Material p 110 x 2-112- -PN WOOD SCREW STEEL 9 10 X 1-314 PFH WO C STM C 10 X t PFH WOOD SCREW STEEL t 10 x 4 L D SCREW Hine to rome STEEL 10 x 2 LG. PFH W000 SCREW EL 3 x - 7 2 L H C STEEL If4 x 2-3 4 PFH ELCO OR Ii1V CONCRETE SCREW STEEL. 5 7 4 x I-J/4 ITW PFH CONCRETE SCREW STEEL 9 Ii 4 x 3-3 4 Ti1M PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 4 I7W PfH CONCRETE SCREW STEEL 12 f 4 x 3-1/4- ITIV PFH CONCRETE SCREW TM EEL MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-I 4 PFH ITW CONCRETE SCREW L HEADER JAMB SUGAR PINE SC >= 0.34 W000 21 3 4 THK. PRESSURE TREATED SIDELITE PAD 0 30 1 2 X t X 25 GA. CORRUGATED FASTENER ue.e{ INSTALLATION 3 = I 0 W/IX BUCK 11 P INSTALLATION sX 3 i DETAIL3' - 3 B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME i AS SHOWN. I C -i c Dft 2121112 i suu: N.T. S. e 1 Y Itmc or. JK 19 tno DETAIL '4' 5IXBUCK ryRj INTERIOR EXTERIOR 1 HEADJAMB mown INTERIOR 2N HEAD JAMB s TO Wowmwhggshown 2X BUCK INTERIOR 4 A t'• EXTERIOR 2S MAXL± SHIM SPACE 1.1 S" Mw. FMIL 1.2SMw. EMS. TYP. i1 VERMALSIDE JAAId a EXTERIOR INTERIOR EXTERIOR BUCK. 1n A INTERIOR EXTERIOR 3) HEAD JAMS s ' o. ISMIN. c- sw1: 024 MAIL SHM SPACE I. 1S MIN. EMS. eM VERTF"i SIDE JAMB S wdkcg WAV ftwn 0011 I h a Iu o m 2121112 1 M- M 1.T.5. o 9 Crc. W. JK c o . w LFS T mum NO. a FL- 15225.5-68 r INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR oU d d is 20 gg 13 13 21 TZ n 13 rl 16 16° T VERTICAL CROSS SECTION r2-'N VERRCAL CROSS SECTION 3 VERRCAL CROSS SECTION 6 egVgurotlal 6 OubwfnQconfguotbn I 4 VERTICAL CROSS SECTION 6 M"V cM Q1/Ot- EXTERIOR INTERIOR S VEIMCAL CROSS SECTION 6 III COlH CID EXTERIOR n INTERIOR 6 VEJMCAL CROSS SECTION ANK ILLI r-fl u DAM 22t 12 xwa N.T.S. 3 o c. rr A M F: Lis 3 pgrw0 W C n FL-15225.5-68 e Pal or p" THERMAITRU THERMA TRU DOORS 1 l a aw.. ON 43517 Smooth -Star" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1105- VMAX.OVERALL FRAME WIDTH--{ 2 1 I 1 f*-' ' - v`_ 1 1111 1 .i 1 11 III--'- F-il n u a 1 1 I. This product anchoring drawing has been developed In compliance with the Sth Edition 120I4) Florida, Buod'Ing Code )FBC) exdudtng the *High Velocity Hurricane Zone'. See the Certification Agency Certificate too saes, specifications and ratings. 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base moteriol shoo be beyond wait dressing, stucco, loom. brick and other wall 3. wood screws shoo be Wooed following installation instructions of ANSVAFf1PA NOS 2012. All other fastener types to be istaoed following fastener monufocturer•s installation inshuctlons. 4. Fastener embedment depths, edge distances and center -tenter datonces shoo be as specified by the fastener manufacturer but in no instance shoo they be less than shown In this drawing. S. Where shims are used, they must be o Ytgtd / stiff material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shoo be determined by others for specHk tots In accordance with the governing code. 7. Site conditions not covered by this drawing ore suDtect to further engineering analysis. TAME Of cOKtE14R SHEET• OESCRI/IION I Typical elevations. aesipn pressures a general notes 2 luck awhoMa 3 F1.1 4 frarle &bNolmaterials 5 Ho tontol 6 vertfcd uas seetbM 6 Vertical cross 68 W MAx tOVERALL_ 2VIDTHS S ri=:;, I fr-----=1 tf=i1 11 11 1 1 11 11 11 11 11 11 1, , 1 1 1 1II 11 II 11 II 1, 11 1' 1 11 11 , 1 1' II 11 11 II 1, ,1 11 II 11 11 11 1 1 1' ' 1 11 11 11 11 11 11 a l' 1 1 1 11 11 1 J 4 • S e[_.1 e 8 B B E 6 1_ i.aL3 6 8 l 8 8 8 B DOUBLE w/SIDELRES oxxo MAX DESIGN PRESSURE I Lou NAwwAO Ufa a sums SINGLE w/SIOEUTrS oxo MAX DESIGN PRESSURE 47. 0 -47.0 1 Rwlla"SKINAR"ItsuOLA"c" 40.0 -40.0 RN1XRTSIGNANH SOO M DtAWOIT 37. 517MAX. WIDTH 7450' MAX OVERALL WIDTH S&W MAX. OVERALL WIDTH OVERALL SS S S •S S S 9. •S n u S K_ i-1 5 1 1 1 1 s H. , 11 11 11 11 11 I I 11 11 11 11 11 1 11 11 11 I 11 I I' '1 1' 1i 11 11 o i`, 1;; "1 y 0r-_ Y Y-1 J l} , elm 1J \A iJ 5 11 11 1y 111 a C-- Y C--Y 1T S0 5 S 11 11 e N__WU23 1.- Y e 8 B 6 ! 6 e 8 6 8 e 6 SINGLE x DOUBLE XX Sim= w/SIDELrrE ox MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 - 67.0 47.0 47.0 40.0 -40.0 911 F a C a eat 2 1 12 i SO—: N. T.S. 9 o.a• er. ,rx c pWltnD Iles FL-15225. 5-80 n J. J. 1 Sit I I I I I vr MASONRY MULLION MASONRY 11 SHOWN FOR MASONRY e I I I I i ••.......• cim o OPENING T OPENING i REFERENCE OPENING D ff f c• J B HEAD' f' Yef•: JAMBS 11 JAMBS I I II 11 I) N o i u m' saLC o 1 I 2X BUCK 1 I v e Z 2X BUCK I MULLION R' 11 I I 0) ,; a2 d I i; SHOWN FOR REFERENCE I I 2X BUCK I I I I u i G u SINGLE DOOR SINGLE W/SIDELITE SINGLE W/SIDELITES G a m BUCK ANCHORING BUCK ANCHORING Vie- BUCK ANCHORING 4- 48- 44a-, A II E II I m 1 e 1' ` MULLION a e II a MULLION 11 MASONRY SHOWN FOR 1 SHOWN FOR fll IIOPENINGTYP• HEAD JAMBS I TYP. II REFERENCE HEAD a REFERENCE II 4 pASTRAGAL1 SHOWN FOR JAMBS p II 1 REFERENCE 1 II f? 2X BUCK a II 1 II 1. V buck min. &G. a o cs1 1 I 1 11 a 1 II 2X II ASTRAGAL IN- SHOWN FOR II 11 3' CONCRUEANCNORN01M 1. corwero anchor focatlom of me comma may be 0*~ to mdntoh"mh. BUCK II p REFERENCE II 2 ate 0 blocatwro noted at1." ON C&MW most be 0d Wvd to lajointL nxAnk nMemhedgedbtarccetoowodditonal comole onMoa vth may be mgadtoemuoe •MAX. ON CEd NW meralon am notexe•odt.•d. n L) I I 1 I I to z u-b -2 21 12 = 9. Can"18 0CIO10b*.' 1 m C 1 I 1 I I 'n 4 Sm.. N.T.S. ANCHOR' ANCHOR MIN- 1II1II ", c o err. JK o e I I i I I as W. LFS ; DOUBLE DOOR DOUBLE W/ SIDELITES FL-15225.5-BO n BUCK ANCHORING MASONRY' OPENING BUCK ANCHORING 9W erg O AIW Ct4RANCE MfM CLURANCE y EMlEDAIEp/i IOINAfONRY 10ACJACEM rypE EDGE ANCHOR IIW • TAECON Elf O 1p' 1. 1/t• 1' uLTRAcoN V Y' E' 3' 731+" I I-3 I I n MULLION 1 SHOWN FOR at - REFERENCE iW/2X BUCK INSTALLATION - n O iW/1X BUCK INSTALLATION TYP. HEAD g JAMBS - II 1C' n V A' IJ p W 3' L 6- 6. W i 1- r it rV-W/IL 2x BUCK MULLION FOR o TTION SHOWN _ UCK - SEE REFERENCE TTON DETAIL W TYP. HEAD A JAMBSy BUCK I.YSTALLATIOII I.nj u HEAD & JAMBS eUCK INSTALLATION 0 SEE - - - n N •-;fi• t6 t6 NOTE 1 SEE o I.N_IC = _ 1B 16 DETAIL 1 t2 lu 5 111 f2 ^ 4• 12 111111 _ Yy1LyIIl C. .D• •E• C. V A' VIEW 'C'-'C" SINGE DOOR W/SIDELfl'ES NEW E'- EVIEW b'-'0' SINGLE DOOR WAIDELIiE Delft V/ 0 w" m•KRillm IATIVAM IIp1 J (TP• All somaramollsWeC6:t:, 0A) SIDELREMARWDARE NOTES: I. the sideGte a direct set into Ihe)amb vAth 112) dd x Y pth. wood screws, mere are (4) of each f3 vertleol jamb. from the top down of 13.5, 31', AB-r d W. There are (2) of the header of 4' Rom Me outside comets or time home. There ore (2) at the sA. 4' horn the outside comets. 2. For optional side/ite conshuction wfth staples, sidelta is dtecf set Into Me jamb with (S)1 j& X t C 1- 314' 16 go. staples olong each Jamb (6' ham ends and equaly spaced thereafter). 3. Latch, deodbdl and hinge locations wary. See Certification Agency Cerlillcale and corresponding test reports for speeific dimenslom and design pressure totings. 1 CONCRETE ANCHOR NOTES 1. Concrete anchor locations Of the come* may be adjusted to maintain the mil. DETAIL '4' edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortorjotnt; additional COMMIe anchor may be required to enAfe the MAX. ON CENTER' dimension are not exceeded. A A 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MASONRY Mlk. CLEANCE iC RA ADJACE14T TYPE SIZE EMBEDMENT EDGE ANCHOR Aw a I/C 1-1/4' 2 TAPCON TArCON• 311C 1.1/4' r 1-1r? V" A' SINGLE DOOR NEW 'A' -A' j,;g n d f S Ism. el•. JK aft. Mr. LFS Ow1M0 Ws I FL- 15225. 5-HO 3' 4 3'3- II I I 1 II 1 SEE DETAIL A III SEE NOTE 3 1 I gSHEET31 1 MULLION 1 SHOWN FOR 11 REFERENCE - ASTRACAL-r 1 SHOWN FOR _ REFERENCE 1 ONLY I _ 1 1 t6 16 i 16 16 III 1 III C- VIEW C'-C" OOUBL DOOR W SIDELITES W/Ix BUCM INSTALLAT101 TYP. HEAD JAMBS SEE DETAIL 4' 0 10, ZW A zW 0 _ U34v 3 W2 y y tl: 4 %: 1 6' J I I I 4—I r6 s T 1 w/2X BULK SEE DETAIL I I A 1ATION A u 3 1 DJSTALMTION 9 n V DETAIL o t SS TYP. HEAD & JAMBS p t AS7R Ir h SHOWN FOR _ O REFERENCE ONLY 1 y1 0 16 16 Yf N I1- 1 E--•E- i1- DOUBL£ DOOR VIEW A"- A' wEW Dow M/ ornom I L+OIOIUYTLD FAUDIOM 17° (" ALL 9DELM To ODOR JYe S) Z Iterni DESCRIPTION Moteriol A 10 x 2-1 2 PFH OD SCREW STEEL B 10 1- 4 STEEL C 10 x 1 PFH WOOD SCREW110 L 1 x 3 4 LG PFH WOOD SCR H:n a to rome STEEL 4 1 4 x 2-3/4- PFH ELCO OR ITW CONCRETE SCREW ST L 5 g t0 it 1 4 x 1-3 4 ITW PFH CONCRETE SCREW t 4 x 3-3 4 MY PFH CONCRETE SCREW 8 X FH S 3 16 x 3-1 4 ITW PFH CONCRETE SCREW STEEL STEEL S E- 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRYORHOLLOWOPSI MIN. CONCRETE CONFORMING BLOCK CONFORMING TO ASTM C90 TO ACI CONCRETE 16 1 4 X 2-1 4 PFH ITW CONCRETE SCREW L 20 HEADER JAMB PINE SG > e 0.42 I WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2' X 1' X 25 GA. CORRUGATED FASTENER STEEL B t C . t DETAIL ' 4' A t A DETAIL ' J' 11 0 1 DETAIL ' 3' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. iLi ANIF 5 i 5 2121112 i N. T.S. S er JK e er LFS l 15225. 5-80 e a - O 1X BUCK IW INTERIOR EXTERIOR 1 HEAD JAMB S TwrAv eawn INTERIOR 2 HEAD JAMB S I 2X BUCK INTERIOR 4 I A EXTERIOR S MAIL SNIM SPACE MSMN' Ei ll. 12S MIN. EMB. TYP. 41 VERRCAL SIDE JAMB Jl0 2x sub bmkhtv*g yawn INTERIOR EXTERIOR INTERIOR EXTERIOR 3 HEAD JAMB tfows> k 4-0.ISMIN. C SINK 0.2r MAX. SHIM SPACE 1.1 S MW. 04. 6"N VERTICAL SIDE JAMB o III ••'••r... • II .. r•• J OA o^ ta S • 91 1 1= AS we swc N.1.5. 5 f•C. Or. JK o unc, •r. LFS 3 oiuwc w: s F1-15225.5-80 o o m 5 a = .•. W Ii d e A. 2 INTERIOR EXTERIOR U R o Z INTERIOR EXTERIOR EXTERIOR INTERIOR l c c 4 2 20 4 0 8= 13 11 21 12 _ ski 1 13 ib 16 cr jW 1 VEIMCAI CROSS SECiTOH 2 VEfMCAL CROSS SECTION 3 6 VEIMCAL CROSS fECnON 6 coMlp mibn 6 Ouavrinpoonlfpi+olion G r f° INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 0 h 9 Z LA to e 1 ° r • S 13 S. 13 u 3Z 4 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION A VERTICAL CROSS SEC110N 2 = sub N.T.S. 4 s6MuwwpconYm6wlswinDCOn'IIONaI 6 GvI3wN0 tontpuol on as yr. JK e o. + LFS ; PWNQ MD, C n FL-15225.5-80 c sm or O THERMAITRU THERMA -TRU DOORS 1 18 tNOUN"tAL DO.. [DGC 1 . ON 43517 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes I. trb product anchoring *owing has been developed In comIkonce with the Sth Edition 2014) Raido Building Code (F BC) excA/dng the Ittgh Velocity Mudcone Zone . See the Certification Agency C80001e fa Sbft specifkotiOns and ratings. 2. Product anchors shall be as listed and spaced as shown on detaB. Anchor embedment to base material shall be beyond wall dressing, stucco, room, brick and other wait coverings. 3. Fastener embedment depths. edge distances and center -center distances stlol be ds specified by the Fastener manufacturer but in no h>stonce shoo they be less than shown in this drawing. I. where shfne are used. they must be a rigid / stifr material that complies with the requirements of the FBC. 5. Posltive and negative design pressure requirements lot use with this drawing shall be determined by others for speclik )obs In accordance with the governing code. 6. Silo concitio ns not covered by this drawing ore strb)ect to turiher engineering analysis. TAME OF COIAFMIS t OCICR1MN ele ornt, 0 a notes to coa section: P Vorikalanonsect frame fro onctoftlLbillolfwam 106-V MAX OVERMLfRAMEWIDTN OVERAILWMAXID 1 z(ei(' r.«.... i• i' Mf i' It ill 1 I I I I 1 1 1 1 7 I, ,1 1 1 1, 11 1, 1' '' 1 V 1, 11 t 1 1 1 1 1 1 1 1 ooau W/smirmon* MAX DESIGN PRESSURE SS.O -SS.O 37.60 MA)L OVERALL WID)N 1 2 tww S MAX DESIGN PRESSURE snaldoema. +SS.O -S5.0 sm*j"a +6S.0 -6S.0 71.50' MAX. OVBtALL WIDTH 1 2 now xx MAX DESIGN PRESSURE 5S.0 -SS.O mlOu w/nam oXo MAX DESIGN PRESSURE 55.0 -SS.O 53f MAX. OVERALL WIM t 2 MAX DESIGN PRESSURE 5S.0 -55.0 IOCX IMRDM/R[ MF O A SMES 9MCM /IONANRS SMES rAMM Mi I; 9 i 2 u 2121112 i N.T.S. ° JN e rrn LFS S w' i 15225-68M c I"N HORIZONTAL CROSS SECTION 4 o9mcoplltfguotan ac) INTERIOR 4 HEXTERIOR 2--N HO IZONTAL CROSS SECTION 2 b9/1hS.p1M flgurotion INTERIOR EXTERIOR INTERIOR EXTERIOR E g 3 HORIZONTAL CROSS SECTION Q Q. o J16 4 HOMONT L CROSS SECDON y 60-91tl6mx tgurown I 011- It i gips • A. INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION p 60,91Jr p ngurotionn N Z x ozs u 3 e n xm 2 21 12 svu N.T.S. ac. Is, JK o c en LFS oro m c n: FL- 15225-68M sir 2 n 5 _ I S MAX v EXTERIOR W INTERIOR 1 VERTICAL CROSS SECTION 49IIB ISMAX EXTERIOR INTERIOR 2 VEIMCAI CROSS SECflON 3 69/If pmb ii EXTERIOR yE i INTERIOR S VEIMCAI CROSS SECTION CO Ion EXTERIOR EXTERIOR VERRCAI CROSS SECTION out Con puo tat 404. dd aass= s t 2 i u q INTERIOR n fi_ INTERIOR 6 E C L CROSS SEMON ton Auto ion jig v L_ i a7 T H iu D 9/14 HEAD `! T -Tr//lll l b' $ Z ~ 6 ur p 69/I6" HFJID w TYP. O HEAD In TTP.OXEAD 11 sWV L `\ F 49/IBHEAD 1-um ' !' {Es Ili F 49/1C HEAD J'» - ' I `AIUll10N > o ,— D IYP. @ HEAD n ` MLIWON J n SHOWN iOR n F 491IB HEAD 1^ g ams SHOWN FOR RBt3tB10E _ : v . qn = ti - - 4l? - G 9/iBJAM6- 3d G 69/16•JAMB G 69/16 JAMB - O O MJAMSS. 0 JAMBS ^ O IYP, O JAMBS H N ® JAMB _ _ M 49lId'JAMB _ _ H 49/16'lAM6_ f` o^ 1 o 1b sff ji.. sff 16 DETAIL •S o y' DETAIL •1• p a III n1 - d + Sff j Sff -S - n + 12MAL•t S DEIAt T&T is It VIEW 'C-"C SINGLE DOOR W/SIDEUIES VIEW "r-"E" VIEW "W-"D" CONCRETE ANCHOR NOTFS: 1. Contaero anchor beatbnf at the cww may be odwPed to malnloin the mtn, edge datoneo to fl-fa l0hb• 2 Concrete arV) wbCal'M noted m IMAX ON Cf iW-. et be od)usted to m mhomin the minedge dotonce to mates JWnh, OdaTeorld COMMIo anchors may be reamed to emus ft MAX ON CENrEr dL?Wdbn we not exC0*ded. 1 Concrete drsc6a roMe: ANCHOR ANCNOA MfN. MdR. CIURANCE MIN CIEAJLANCE she EMBEDMEM IOMASONAy 1CA HOR TykOGEANCHOR1/ 1.1/f t 6' TAIPCCON• ELCO 114• 1.1/r 1" muACON ffw • S/ir 1-1/lr USXONM ASSHOWN A CON I S1D ( M NOTE: 1• The sldefte Is Lct set into the jamb with if 2) 08 x T loth wood screws. Them we (e) at each vertical Jamb, hem the lop down at 13.r, 31 ; 4&5* 6 66' Dram am (2) of the header of 4• hem the outside cornets of the home. Them am (2) of the $A C ham the ouhfde comes. SINGLE DOOR W/SIDEUiE VIEW "r-*r SINGLE DOOR VIEW A'= A' look r u wu 2121112 i mum N.T.S. mo, er A f t5LFS 5-68M54 a i VIEW'C-T* WJ rol to I I I I I - 1 I SEEonAVr D 6.9/16' HEADTYP. O HEAD 1 F 9/ICN-EAD ASTRAJ 1. MULLION SHOWN FOR I SHOWN FOR REFERENCE I REFERENCE ONLY 1 1 1 c 12- 1 1 DOUBLE DOOR W/SIDELMS N T 1 T is 6.9/1CJAW T1P. O JAMBS M 4.9/I8-JMO D.T 0 16 SEE = w,%-S p. 2 .+. 1 VIEW Ir-Ir BILL OF MATERIALS IIFM ° DESCOPPON NATUM C 1/4-MAX.5HIMSPACE 0 1/r X 2J/4• ELCO OR IIW PFM CONCRETE SCREW STEEL E MASONRY • 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4-x2.1/4'ELCOORITWPFHCONCRETE SCREW STEEL G N 3/ 16' X 2J/4' ITW PFH CONCRETE CREW me x 2 /4' 11MV CONCRETE SCREW STEEL STEEL S 1/4'x1a/4' ELCO ORRWPFHCONCRETE SCREW 11 3/ 16• x 31 /r ITW PFH CONCRETE SCREW 12 1/ lx3.1/4'ELO R P C SCREW 16 I r X 2-1/r PFM IIW CONCRETE SCREW MSItEEaL 24 A9 X3/4' WS EL 26 49 X 1'PFH WS 27 410 x W/ PFH WOOD SCREW r 16S- ONLY6- _ SEE DETAILVIEADADASiRAGAtEADck0SHOWNFORREFERENCEONLY I6- 91 W9 _ 1 SEEDETAIL 1 - 1• DOUBLE DOOR VIEW A'= A' 11 0 27 DEMIL V ATIACH ASTRAGAL THROW M STRU PLATE TO FRAME 26 AS SHOWN. 2A DETAIL'S H 26 21 DETAIL ' 1' A : we 2121112 mt. N.T. S. ` M. in: JK c as n. LFS FL-15225-SSM A ucn a 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Ccnificate of AtdlwriatiOn No. 9813 Product Category Sub Category Manufacturer Product Name Therms Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 8'8 Single 6 Double Opaque or Glazed Panels w/ 6 w/o Sidelites Doom Exterior Door Assemblies Edgerton, OH 43517 Inswing / 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 10 # 1998) for Thera Tru Corporation, based on Rule Chapter No. 81G20.3, Method 1A of the State of Florida Product Approval, Dept. of Business 3 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. Um/tations: 1. This product anchoring has been developed In compliance with the 51h 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. A0 other fastener types to be Installed following fastener manufacturers 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-15225.5-08. 5. Where shims are used, they must be a'dgld / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements tot 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 5225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E 1886-02 I E 1996-02 2. Drawing No. Prepared by No. FL-15225.5.68 RW Building Consultants. Inc. (CA 09813) 3. Calculations Prepared try Anchoring RW Building Consultants. Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Slaned by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Slaved & Sealed btr Lyndon F. Schmidt, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. L' Lyndon F. Schmidt, P.E. FL PE No. 43409 2WO15 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valdeo, FL 33595 Phone 613.659.9197 Florida Board or Professional EngineersCenifitate of Authorianon No. 9913 Product Sub Category Manufacturer Product Name Category Therms Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 1 IS Industrial Or V0 Single S Double Opaque or Glazed Panels w/ R wlo Sldelkes Doors Exterior Door Edgerton, ON 43517 Inswing I Oulswing Assemblies Phone 419198.1140 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc, & Lyndon F. Schmidt, P.E. (System 10 # 1998) for Thera Tru Corporation, based on Rule Chaplw 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. Limitations: 1. This product anchoring has been developed in con lisnoe with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the' 44gh Velocity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spsoed 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 manufacture' s Installation Instructicns. 4. Fastener embedment depths, edge distance and eentef-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. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5-80 shall be determined by others for specific jobs to accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA SU5.5-80 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC- 01-741-10593.0 ASTM E330-02 / TAS 202-94 ETC- 01-741-10703.0 ASTM E330-02 / TAS 202-94 NCTL 210-1940-1.2.3.4 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / EIS86.02I E19%-02 2. Orwina No. Prepared by No. FL-15225.5-60 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Signed by ETC laboratories Mark O. Passero, P.E. ETC Laboratories Wendell W. Haney, P.E. NCTL Barry Portnoy, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed S Sealed tM Lyndon F. Schmidt, P.E. Sinned & Sealed by Qag'. J>P,6, Lyndon F. Schmidt, P.E. ego t. `' Y• . t;-,. 'o` 64& 1 N970: 9so' 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 B P.O. Box 230 Valrico. FL 33593 Phone a 13.659.9197 Florida Board of Proressional Engineers Canificate of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants. Inc. d Lyndon F. Schmidt, P.E. (System ID 01998) for Thera Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval. Dept. of Business 6 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. Limitations: 1. This product anchoring has been developed In compliance with the 5th Edition (2014) Floridti 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-15225-68M. 5. Where shims are used, they must be a "rigid / stitr material that complies with the requirements of the FBC. 6. Positive 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 Report No. Test Standard TEL 01460145 ASTM E330-02 / E1866-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202, 203-94 2. Drawina No. Prepared by No. FL-15225.68M RW Building Consultants. Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Slaned by Testing Evaluation Lab. Lyndon F. Schmidt. P.E. ETC Laboratories Joseph L. Dolden, P.E. Slanod & Sealed loll Lyndon F. Schmidt, P.E. Stoned S Seated by Lyndon F. Schmidt, P.E. w r tu Lyndon F. Schmidt. P.E. FL PE No. 43409 2/612015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAN.ING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. '.X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE 0--SIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR. CALCULATIONS. 5. 1RAME MATERIAL: EXTRUOEO ALUMINUM 6063-T5 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•, 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER T.-IA•N 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE f iO WOOD SCREWS WITH SUFFICIENT LENGTH i0 ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. II. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASO.N.QY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL, STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8• THICK MINIMUM I TABLE OF CONTENTS ' SHEET NO. DESCRIPTION 1 I NOTES 2 ELEVATION 3 - 9 1 INSTALLATION DETAILS RMS OnS p3CAVTgM GATE APPROYLO ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/IS/13 RL. ADDED FIANG: INSTALLATIONS 12/05/1J R.L. REVISED INSTALLATION OEiALS 08/05/15 R.L. ZjS23 -, E SIGNED: 1012712015 MI WINDOWSOD DOOl $ LC LAKESIDE PARKWAY OR to FLOWER MOUND, TX 75028 r •GENs p 1 SERIES 430/440 XIX SGD 143" x 9 REINFORCED N NOTES CI'F•: ORLOQ;• 2: MA-Mow¢ Rp rav 08 OSOF S0- K'i= a1E NTS 02/23/09 9 16 6' MAX - 1 1 6.. NAX L 17' MAX O.C. 96" MAX FRAME HEIGHT. Ii 4 1 L 6' MAX 143' MAX FRAME W07H SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT R477NO t40.0PSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS aenswrs REV I OESC.Zii10N GAre Ap RM3 A ADDED CIMRTS 33/06/72 R.:. 6 R:ASED PER NEW TESTING 10/15/13 JR.L. C ADOEO FLANGE INSTALLATIONS 12/06/13 jit.L 6' MAX CHART41 0 REVISED WSTALLATION DETAILS 08/05/15 1 R.l. WHERE WATER INFILTRA77ON RESISTANCE IS REOUIREO SEE NOTE 9 SHEET 1 Deli n pressure chart (psQ Frame IC Panel and Total From VAdth (in) Feight Ceq 30.0 36.0 42.0 1 47.7 90.00 108" 12640 143.00 Pos Meg Pos Meg Pos Nog Pos Neg 84.0 40.0 MO 40.0 57.9 700 520 cA 48.0 1&0 40.0 60.0 40.0 54.5 40.0 48.9 40.0 45.0 910 40.0 9, 51. 40.0 J 461 I Ann I All 96.0 40.0 56.6 40.0 49.0 40.0 a3) 40.0 40.0 CHAATe2 WHERE WATER INFILTRATION RESISTANCE 15 NOT REOWRED SEENOTE9SHEETI Design pressare chart (pso Fralre Sng a Panel and Total Frame VNdm (In) Wight 30.0 1 364 420 1 47.7 in) 90.00 10840 126.00 143.00 Pos Neg Poe I Neg Pos Neg Pas Neg 9" 50.0 60.0 57.9 57.9 52.0 520 48.0 48.0 88.0 60.0 60.0 54.8 1 54.6 48.9 4s.9 4.0 45.0 920 59.6 59.6 51. 1. 48.1 46.t a23 42.3 36.6 49.0 49.0 43. a3, a0.0 40.0 CHART92 Number olanchorloco dons required Rains Singa Panel and Total Frame Vft-h (in) 1-" hl 30. 0 1 36.0 42.0 47.7 in) 90. 0 1 108.0 126.0 143.0 H& S Jamb N6S Jamb HdS Jamb HAS I Jamb 84. 0 6 6 7 1 6 8 6 9 1 6 68. 0 6 6 7 6 8 6 9 1 6 92. 0 6 6 7 6 8 6 9 6 96. 0 8 6 7 6 8 6 9 1 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F. A. 08-00503 WALE NTS 3''T 02/23/09 SN'e02 OF 9 SIGNED: 1012712015 v,.\ O£NSF9J1 M-. TATPOFra0. . F ORO" G-,7 ONAj1 l\\\ RLY$pN$ I f 14 1/2" MIN. EDGE OIS"ANCE REV DE$('JIIPT*m A ADDED CHARTS pt1 APPROVED 03/06/12 R.L. 8 , RYSEO PER NEW ?ESTIVC 10/15/13 R.L. 1 3/8' MIN. C ADDED F.AKGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBE MENT OR 2X BUCK 0 REVISED INSALLATION OCAILS 03/05/15 R.I. BY OTHERS 1 1 3/8' MiK. tr 1/4" MAX. 1 /4' M8{ DMENT SFdIA1 SPACE s n MAX. SHIM I 74,10 WOOD SCREW I SPACE 1/2' MIN EDGE DISTANCE INTERIOR NI0 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 II 11 11 INTERIOR LVJC VJIn1.yC VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NCT SHOWN FOR CURRY. 2. PERIMETER A140 JOINT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WITH ASTM Eft 12 BE SE-, iK F APPROVED MIN. VENT WOOD FRAMING OR 2X BUCK BY OTHERS JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLAMi MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRANN. (IiYC RD F.A. 08-00503 sw.a NTS JOATc 02/23/09 s'=L"3 OF 9 SIGNED: 1012712015 R\oItl11C VCENS, PJ, A SE OF saw 0' OR10P •? METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILL:NC SCREW METAL STRUCTURE BY OTF.ERS 3/4- MIN. E•OGE DISTANCE 3/4- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITH AM E2112 1/4- MAX. SHIM SPACE I1 3/4' MIN AS OR EDGE DISTANCE RILLING 1 R r10 SMS OR SELF DRILLING N SCREWS L TO 3E SET IN BED OF APPROVED 4LANT METAL STRUCTURE BY OTHERS REVISIONS DESCMVION I OAn I -PROWO ADDED CHARTS 03/06/12 R.L. RLYISED PER NEW TESTING ' 10/15/13 R.'- ADDED FLANGE INSTALLATIONS 12/O6/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. JAP48 INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 7502E SERIES A30/440 XIX SGO 143" z 96" REINFORCED FRAME INSTALLATION DETAILS OR-N: OMG NO. F.A. 08-00503 V-"A NTS D''E 02/23/09 --4 OF 9 SIGNED: 1012712015 CONCRETE/ MASONRY BY CTHERS OPTONAL IX SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET L 3/16- iAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2- MIN EDGE DISTANCE 1 . 1 1/4- MIN c EMBEDMENT I 1 i MAX. SHIM SPACE i 1/4- MIN, EM9EDM,ENT 2 1 /2' MIN. EDGE DISTANCE 3/16' IAPCON 3/16' TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR II I 11 11 11 11 INTERIOR SILL TO BE SET IN A 9EJ OF ADPROVEO SEALANT e --F a a • a 1 1/4- MIN. 1 EMBEDMENT VERTICAL CROSS SECTION CONCRETHMASONRYINSTAL ATION 2 1/2 MiN EDGE DISTANCE 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK TO 9E PROPERLY SECURED SEE NOTE 3 SHEET I PENS!ORS REV DESCRO"o 0A1E APORp EO A ADDED CHARTS I a/06/12 R.L. B REVISED PER NEW TESTING 10/15/:3 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 3 REVISED ENSTALIAP,ON DETAILS 08/05/15 Q.L. JAMB INSTALLATION DETAIL CO,VCRETE/MASCNRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTIR E2112 TL 1S33Z. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAW 0 RO. 0FA, 08-00503 scAlE HITS DA" 02/23/09 5 OF 9 SIGNED: I W712015 RMStONS 1/2" MIN, RV MScRumot 3ATE +VPgKD EDGE DISTANCE A ADDEC CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8" MIN. C . ADDED FLANGE 1NSTALLATi0N5 112/06/13 R L. O FRAMING EMBEDMENT ORR 2X BUCK 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. t BY OTHERS } i 3/8" MIN. 1/4" MAX. 1 1/4' EMBEDMENT r SHIM SPACEI JMAX. SHIM 1 SPACE ! INTERIOR 1/2" MIN. 10 WOOD EDGE DISTANCE SCREW I I U I 1 I a i o _ EXTERIOR I 1 INTERIOR I ! 10 WOOD a I LJ I I SCREW R110SC0 1 REW $ILL TO 3E SET IN I A BED OF APPROVED SEALANT I w000 FR,uaNc L EXTERIOR OR 2X BUCK i 1 BY OTHERS W000 FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOODFRAMING OR 1X SUCK INSTALLATION BY OTHERS i 3/8' MIN. EMBEDMENT 1/ 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK WSTALLA TION srLaNEo: ron712or5 MI WINoOuKEs o D PARKWAY AND LLC `\`\ 5 ft.. L o i FLOWER MOUND, TX 75028 r •\OFNg.F i NOTES- SERIES 430/440 XIX SOD *• 0 t ,s cot* 143" xSTAREINFORCEDrkSE ; 7. INTERIORANO EXTERIOR FINISHES, BY OTHERS, y NOT SHOWN FORWRRY FLANGE INSTALLATION DETAILS 0 • TAT OF DESIGNED NACCORDANCEEV4THASTM E21NT BY 2SILABECPA" owrc OS-00503 PE ''O j sS/ DNA 0EI G \ S61E NTS °' 02/23/09 S"EE 6 OF 9 77/rlNAI_ 1 METAL STRUCTURE BY OTHERS 10 SMS OR S_LF DRILLING SCREW METAL STRUCTURE BY OTHERS III 3/4' WIN. III --- I EDGE DISTANCE I GL 1 tHIUll • • -- 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES- 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHO1'VN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE OR 3/4! MIN. LUNG EDGE DISTANCE L TO BE SET IN BED OF PROVED SEALANT 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV OkSCRV7ON WTE O "Rw A ADDED CHARTS 03/06/12 R L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED RANCE INSTALLATIONS 12/06/13 R.L. 0 PEVISED INSTALLATION DETAILS 108/05/15 R.L. 1/4' MAX. r SHIM SPACE INTERIOR Fill EXTERIOR qD JAMB INSTALLATION DETAIL METAL STRUCTUR= INSTALLA77ON 1 ---- 1y X-3 4.--. L 1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DPANM. OMO NO. F. A. 08-00503 r4u NTS I "lE 02/23/09 -7 OF 9 SIGNED: 10/27/2015 R1111/ O i, i GENSE•9JI p TOF :rim i' ONAiIIIIIIIt`\ PENSN,NS 2 1 /2" MIN. 1 ocscR P110N a1E APPaCv17 SON MASSONRYONRY i E00° DISTANCE A ADOEO CPAP.TS 03/06/:2 i R.I. BY OTHERS & y I 3 REwSEO PER NEW TESTING 10/15/t3 R.L. d _ • OA • S A . 1 1/4" MIN. C ADDEO FLANGE INSTAUATIO:IS 12/06/13 IRL e• EMBEDMENT 1/4" MIN. 1/4' MAX. I 0 REVISEO INSTALLATION DETAILS 09/05/15 RL. EMBEDMENT I SHIM SPACE OPTICNAL J 2 1/2' MIN. 1X BUCK EDGE DISTANCE ° TO BEc INTERIOR —3 PROPERLY I/4` MAX ( ENOTE SECURED 3 SHIM SPACE SHEET 1 3/16- TAPCON 3/ 16' TAPCON , 11 11 1 1A n EXTERIOR 3/ 16 TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR CONCRETE/ MASOi BY OTH, SILL TO 9E SET IN A BED OF APPROVED SEALANT T a 1 i/4' MIN. 1` EMBEDMENT d 1 VERTICAL CROSS SECTION 2 t /2" MIN. CONCRETEWSONRYINSTALL4TION EDGE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I JAMB INSTALLATION DETAIL CONCRETEIAMSONRY 04STALLAT7ON NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTIR E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SCD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS OPAWW DWO NO. F. A. 08-00503 u" LE NTS w" 02/23/09 1SNEE:8 OF 9 SIGNED: 1012712015 51J% H 1`!o/ z i TAT SE OFO • , crr ONA IIEaG\\• 1 5/8" MIN. DGE GIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP a 1 1/4" MIN. EMBEDMENT F 1X BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR _mil —"— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP 1/2- MIN. EDGE 0157ANCE 1 3/8" MIN. EMBEDMENT 10 WOOD r I I SCREW EXTERIOR U PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUMV000 FRAMING itc4s ms MSCRIPUO l o•r. PPROM ADDEO CHARTS 03/06/12 R MISE7 PER NEW TESTING 10/15/13 R 1- ADDED FIANCE INSTALLATIONS 12/06/13 R.L. REVISED 1t1STA_V;1DN DETAILS 03/05/15 R.'-. 3/4" WK. METAL STRUCTURE I EDGE DIS.ANCE 3Y OTHERS + TRIM INTERIOR HOOK STRIP I10 SELF DRILLING II SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR ANO EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO 6E DESIGNED IN ACCORDANCE WITH ASTM E2112 ton, - CU (-v L SIGNED: 10127,12015 MI WINDOWS AND DOORS LLC liIIII/I/ 1900 LAKESIDE PARKWAY FLOWER. MOUND, TX 75028 5 R'. Lo" ice z S * = SERIES 430/440 XIX SGO 143" >< 96" REINFORCED y,a TAHOOKINSTALLATIONDETAILSo : rV2OF FS:<OR10Q; G2: oww1.: oc a ltcv 08 D i/SIQNAj1Ea`\ sra' NTS OAX 02/23/09 S"-93 OF 9 f Florida Building Code Online Gd('6se-boor csr") Page 1 of 4 Business & Professional Regulation f10FW fti*tq -41 ecis Nave I Lou In I UmR"' Istntlon : Hoc Tooks I Subn+t suae.roe i slits a raw i Pubuattons I Fee Stan I aas sue wo 1 U*s I surd I Bus nes It), Product ApprovalProessial ®USER. Pubueuser Regulation Prenu[t •eerevN N>m, > ProAu[t er •edlulien Search > AeelitatNn Lkt > App1lCMla1 Oetdl FL 0 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5302-R6 Affirmation 2014 Approved Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)2SI-1309 danny.)oyner@amarr.com Brandon Gentle brandon.gentie0amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336)2S1-1308 brandon.gentie@amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer i : Evaluation Report - Hardcopy Received Thomas L Shelmerdlne PE-0048579 Intertek Testing Services NA Inc. - ETUWamock Hersey 01/01/2016 Steven M. Urich, PE I ' Validation Checklist - Hardcopy Received fE 302 R6 COI Statement of Indeoendence 2013.odf Referenced standard and Year (of Standard) 811111dald X= ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code hlftps://www.floridabuilding.orglprlprapp_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity • , Yes ` No N/A Product Approval Method Method 1 Option D Date Submitted 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approval Date Approved 03/31/2015 FL st 194odel, Number or Name I Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110.11,Thru 9' wide. Oak Summit (M650) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions Fl SUro R6 11 IRC-6009.110-11 Drawing 7-10 FL.gdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 I Stratford (M600)• Heritage (M950); I Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a reolacement door. Installation Instructions FLS202 R6 It IRC-6009-100-11 drawing 7-10 sealed.odf Verified By: TOM SHELMERDINE 004SS79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.3 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.8/-26.9 Other: Design Pressure +22.8/-26.9, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL5302 R6 11 IRC-6009-120.15 Drawlno 7-10 FLLodf Verified By: TON SHELMERDINE 0040S79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.7/-31.6 Other: Design Pressure +26.7/-31.6, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions F Sint R6 11 IRC-6009-130.15 Drawino 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.S Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limks of Use Installation Instructions Approved for use In HVHZ: No C-6009-140-IS Drawing 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDqunL7seVZMF... 7/20/201 S Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R6 AE IRC-6009.140-1S Report 7.10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a reolacement door. 5302.6 Stratford (M600); Heritage (M950); Oak Summit (M650) Owg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 ti IRC-6009-1S0-1S Drawlno 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R6 AE IRC-6009.150.IS Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. S302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 II IRC-6009-169-IS Drawlno 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +4S.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. FLS302 R6 AE IRC-6009-169.1S Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. S302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLU02 R6 It IRC-6016 100.15 OrawlrLq 7-10 FL.941 Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. FL5302 R6 AE IRC-6016-100-tA Report 7.10 FLodf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 15302.9 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 II IRC-6016-1 10- 15 Drawlno 7.10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.10 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-120-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a reolacement door. Installation Instructions FL5302 R6 11 IRC-6016-120.1S Orawfng 7-10 FL.odf Verified By: TOM SHELMERDINE 004SS79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.11 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL5302 R6 It IRC-6016-130-IS Drawino 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes S302.12 Stratford (M600), Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/201 S Florida Building Code Online Page 4 of 4 Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016-140.17 report 7-10 sealed.odf Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.71-33.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions fL5302 R6 11 IRC-6016-140-24 drawing 7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.14 Stratford (M600); Herltage (M9S0); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6_ 11 IRC-6016-145-24 drawina 7.10 sealed.odf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use In HVHZ. FLS302 R6 AE IRC-6016-145-24 report 7-10 sealed.odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind -Dome debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru Is' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5302 R6 Il IRC-6018-1 10- 15 Drawino 7.10 FL.odf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R6 AE IRC-6018-110-15 Report 7.10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Owg. IRC-6018-120-1S, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL530 R6 II IRC•6018-120-IS Orawina 7.10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use In HVHZ. FLS302 R6 AE IRC-6018-120-15 Reoort 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. Oack n*at Contatt Lk :: 1940 heath ~me Stmet. Tallahasteo F1 322" Plane, ASa.497.1924 The state of Florida IS an AA/EE0 ampbrer. copyright 2007.2013 State of Florida.:: PrIvaLy Statement :: Aeces9bpity Statement :: Aefund Statenlefit Under Florida law, email addresses are public records. If you do not want your *-mail address released In response to a public -records request do not send font mall to this entity. Instead, Contact the onlce by prone or by traditional mail. It you have any questions, please totted aS0.487.139S. 'Pursuant to Sedlon 4SS.275(t), Florida Statutes, effective October 1, 2012. licensees Ikerused under chapter 455, F.S. must provide the Department with an etas address It they have one. The emalb provided may be used for official communication with the licensee. Ala ver emar addresses arc public temtd. tf you do not wish to supply a personal address, plans provide the Department with an email address which can be made available to the pu01k. To determine It you are a Ilodnse* under chapter 455, F.S., please dick t=. Product Approval Aeoepbt M®®® 4'Curilt'}1r7MIG 3 https://www. floridabui lding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDqunL7seVZMF... 7/20/2015 AeANTArL QMM CRAM ATTACHED v. to V.' . 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UW aYl 8W YT W e/Yl e1W Y! @W 1LlVI talW r1+2 1MW U7 0000©r o© mmmo©©o ammo©©o m STRUCTURAL SOLUTIONS, P.A. tructural Engineering a Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016-120-15 Test Date: 11/8/2012 Project No.: 12-1 l4 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 Model # 1600 Test Pressures: 32.7 psf, -37.2 psf Test Location: Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5; Any Roof Slope; Enclosed Building Exp. B, 30' MRH Exp. C, 15' MR Ex . C, 25' MRH Exfi . D,15' MRH Ex . D, 25' MRH 155 mph 141 mph 134 mph 128 mph 1 122 mph Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 16'-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 2 1 " high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts, except I strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15. Manner of Testing: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary: A 16'-0"x7'-0" Model 600 as described on drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16'-0"xT-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC-6016-120-15: 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin) ,xoodttoecc°j Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" e Q`, L•Sf1 °°i° Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin q 4" O,a-C E 8 short panel (18-1/8 x 10-5/8 ) or 4 long panel (38-1/8 x 10-5/8 ) windows (3/32' annealed 0..r • • / Blass minimum - meets ASTM E1300-04) may be installed in I section h: No C^ Submitted By: i i CE : Ul caa • STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc.. Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921- G West Friendly Avenue 0 Greensboro. North Carolina 27410 a (336) 856-2686 • Fax (336) 856-2687 • NC Firm #C-1096 Florida Building Code Online 18504.2 Page 1 of 3 RegulationBusiness & Professional r aOs none I Lop to I use Replstratan I flat Topm I submit surcharge I Suns a Feas I Publimtions I fat Stall I eas Site Map I Links I search I p Product Approval pre INW usea: abut User Product Aooroval Menu > product M AOOlkdtkln Search > AooIIa.NOn List > Application Oeull FL g 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 Ext2560 bsidingeromiwd.com Authorized Signature Brent Sitlinger bsitlinger*miwd.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 9 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. Urich, PE 2 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 FL18504 RO COI FL COI.odf 1710.5.3 Method 2 Option 8 https:Hfloridabu ilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 2 of 3 Date Submitted 09/01/2015 Date Validated 09/01/201S' Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL aX Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8', Impact Resistant up to Wind Zone 3 Installation Instructions FLISS04 RO II M-1926 Horizontal 08-0145SA.odf Verified By: Luis R Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FLIS504 RO AE 512079A.odf 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 FL18SO4 RO 11 M-1926 Vertical 08-0144SA.odf 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 FL18SO4 RO AE 512069A.odf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18SO4 RO 11 M-2285 Horizontal 08-01834A.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120% Impact resistant up to Wind FL18SO4 RO AE S12S21A.odf 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: No FLISSO4 RO 11 M-228S Vertical 08-01833A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62S34 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84% Impact resistant up to Wind FL18SO4 RO AE 51252OA-odf 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 FL18SO4 RO 11 M-2302 Horizontal 08-01456A.odf 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 FLISSO4 RO AE 512080A.odf 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 FL18504 RO 11 M-2302 Vertical 08-01447A.odf 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 FLi8SO4 RO AE 512071A.odf Zone 3. Created by Independent Third Party: Yes bectt Neat Contact us :: 2601 &air Srone Road. Tallahassee Ft 32399 Phone: 650.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2a13 State M flarlda, :: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address reamed In response to a public -records request, do not tend electronic mall to this entity Instead, contact the office by phone at by traditional mail. If you have any questions, please contact 850.487.139S. -Pursuant to Section 4SS.27S(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to https://floridabuilding.orglprlpf_app_dtl.aspx?param=w6EVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide tee Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter ass, f.5., plena tlldc p=. Product Approval Accepts: ffo 0"t C"d Safe https:Hfloridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE. PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN IIORIIONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT 10 BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH - W1 2W2] aEV OESOIPIION DATE APQIrou[o A REVISED 015TAL1ATXIN DETAILS 08/07/15 R. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE /10 WOOD 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 TO 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 WIT}1 STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 K 1 1/4' SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND OP 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 L 1 08-01445 U NTS — 01/11/12 1-1 OF 3 SIGNED: 0&MR015 vJ. •G E !YS•''9diii V 07 3/$- COMBINED WIDTH WIW2 83' r FRAME HEIGHT wwoc!w wwww MULLION SPAN) 107 3/8- COMBINED WIDTH w, --{}-- W2 83, FRAME Lw HEIGHTWINDOMN MULLIONN SPAN)` 1- IL 107 3/8' COMBINED WIDTH w2WINDOWFRAME VMDON HEIGHT WAWA I wt -- I - w2 107 3/8- COMBINED WIDTH Oa> yprl pra uv raHrrg fPd1 UnresaneAomd Into wood aaraln9 Mulllen span On TAtwtafYWld 1& 13;W50 3600 4M n 4a. 00 5213 2600 13(Lo 130.0.130.0 130.0 130.0 18010 37. 36. 13D.0 ISD.O 127.2 127. 27A 127.0 40. 63 12LL7 94.3 77.9 728 72.1 72.0 00 6Z' 924 70. 3&0 6t.5 46:6: 4-14 6i6J 66.6 6S6 61:7 47.3 144.4 43.0' noc 778 6B.7 46.6 1.4 38 6 37.0 84OD 621 46 adt 21 26.3' 24:9 107 3/8- COBINED WI DTH wt -- Ir w2 63- L FItAMEWINDOW HEIGHT MULLION F_ t07 3/E• COMBINED WIDTH w1 W2 83* W1N°° W J FRAME HEIGHT MULLION SPAN) WI w2 107 3/8- COMBINED WIDTH REv DESU M I GII I APVWWW A I REVISED INSTALLATION DETAILS 08/07/15 1 R.L. F_ 107 3/8' COMBINED WIDTH WI IT -{ % W2 3. ! J WINDOW FRAME / HEIGHT / W/NDO MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE LWIT S MAYBE MULLED 71 GERiERAS LOW AS COMBWED TMDTH DOES NOT EXCEED r07'aw AS SNOWN NEREIM Daslgn pretwre roung on* UnUaandwed Into maaonrfdleonoolo 18. 13 26.50 brywdin JB. DO 4t0D in 4100 EL1J 130. 0 t30A 130. 1a0.0 t 0 0 1616330. 130.0 130.0 190.0 ta0.0 Lao. 130. 0 130.0 130.D 130.0 1J0.0 190.0 130. 0 11&4 07.8 79.3 73.9 714 130. 0, 96.6 729 65.6 00.6 AIL2 7100 99.3 7ZA' 64.0 46:1 44.0 4ZO 8A00 BLt 45.0 81 291 ffi 3 24 9 LARGEAAV SMALL MISSILE IMPACT. LEVEL D. MNDZQMa DIMENSIONS IN ca4ffrARE FRAME ONENSIDALSANDDO mN WCLUDE FLANGE WI -- F- w2 107 3/8- COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M- 1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS ORATft WD N0. V. L. 08-01445 WALE NTS o"?E 01/11/12 1 smw2 OF 3 SIGNED: 4v rJ•`, G EkBR'i 15 2 1/2" MIN 1" MIN EDGE 015TANCC SEPARATION MASONRY/CONC•ETE BY OTHERS 1 1/4' e• n MIN. EMBEDMENT I I I 1 J J 1 /4' TAPCON SECT5796 CLIP SECT M-1926 MULLION SECT5796 CUP 010 WOOD SCREW 1 I 1 3/8" MIN EMBEDMENT 1/2' MIN WOOD FRAMING/ EDGE DISTANCE 2x BUCK BY VERTICAL CROSS SECTION OTHERS MASCNRYXONCRETE AND WOOD FRAMNG INSTALLATION 3 3/4" 3/8" 3/8 2" 7/8" SECT5796 CLIP 2x 01/4' FOR CONCRETEWSTALLATION ALUMINUM 6068-T3.125' THICK 3 3/4' 2 1/4' 1' 3/8. 7/8" I 1/2" 2X 01/4" 1— L 7/ 1 1/ D 8" RMID"s DCSCRIDna DAZE I AVPROKD REVISED INSTALLATION DETAILS 08/07/16 1 R.L. SECT5796 CLIP MT000022 CLIP FOR WDOD FRAMM INSTALLATION /6GA(.0637GALVANIZED STEE1. ALUMINUM 6068•T5.125' THICK 2 3/4' I 1 1/8' SECT A4-1926 MULLION ALLWWUM 6063-T3. I25' THICK SECT5796 OR MT000022 CLIP SECT5796 OR MTOD0022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M-1926 — VERTICAL MULUON 83" MULUON SPAN INSTALLATION DETAILS oRc Ra 08-01445 NTS t' 01/11/12 1 `w3 OF 3 SIGNED: 0610)2015 0111111111fl, N, L: Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@ldomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-1926 - Vertical Mullion Engineering Evaluation Report. Report No.: 612069A 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 08-01445 revision A prepared, signed and sealed 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: 521IW 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, 1 don't Have nor will acquire a financial interest In any other entity involved in the approval process of the listed product(s). 1of1 Jill11/ NN5 R L 0'11(/ C Er. Aliq 9`I'_ 0 51 1 TAT OF i''••: cl ORM"t • Luis R. Lomas, P.E. FL No.: 62514 08/ 07/2015 Florida Building Code Online FL17676.2 Page I of 4 t F Pddii 1ebiliril0d Bas Home Log In I User Regtsnatlon I Mot ""C' I Suamlt Surcharge I stau a Faas I waiketions I FBC stag ( SCIS Slte Map I Links I Search I Busines Professi I Product Approval USER: Putllk user Regulation . Product Aooroval Menu > Product or AooBOtion Search > Aaolkation Ust > Application Detail 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/Phone/Email t Authorized Signature lechnical 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 J MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeromiwd.com Brent Sitlinger bsitlinger®miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Cb Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 ELEVATION 36' 2' typ. ri . ' o.c 2ty—p 8' oe. If* t max. 1_ Co A,:&, ALL FC c 'NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE'. NOT TO BE CONFUSED WITH '1/2' FA FLASH BY GTH Anchor See Section De- 1 Min Edge 7/16' SHEATHING JAMB DETAIL HEAD DETAIL Notes: 1. Installation depicted based off of structural test report #82133.01-109-47. 2. Wood screws shall satisfy the National IZE HEADER AS NEEDED Design Specification for Wood Construction for material type and CAULK UNDER NAILING FIN FN71R@ PERIMETER dimensional requirements. BEFORE FASTENING. 3. Wood buck installations are assumed 2x S—P—F (G-0.42) or denser. Buds width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to quorantee 1-1/4' penetration Into wood luck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non — compressible type. ti These drawings depict the details necessary to meet structural load requirements. They do not address the air Infiltration, water penetration, intrusion SHIM AS or thermal performance requirements of REQUIRED the installation. DRYWALL 7. Installotion shown is that of the test window (or the size shown and the design pressure claimed. For window 8 x 1-5/8' SCREW (SHOWN WITH J' SHEATHING) sites smaller than shown, locale fasteners 2' from comers and no more MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.a than 8' on center. Des pressuressurea of smaller window sizes are limited to that of the test window. SILL DETAIL SRE AND DESGN PRESSURE OW FAS1w TYPE AND spxw SHOWN WILL ALLOW Dm PRESSURES UP TO +40.10/-50 UNRS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) 1 dye . INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE - FIN— cur en "it M.R. 12-14-09 Windows &Doors 3540 Single.Hung NONE 1 1I Gratz, PA 3540-3240 SH FIN — Velidator / Operations Admtnlstratior) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION EAI The 0rbduct.d6tcribW below'Is•harebyappraved fof.11sting 16. the 60A'issue of the AAMA Certified Products Directory: The approval Is based on successful corripletion of tests, and the reporting W 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/WDMA/CSA 10111.S2JA440-08 LC-PG40•-014kV34 (30M)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPG NO.: SERIES MODEL 8 PRODUCT DESCRIPTION MAXIMUM SIZE TESTED 3540 SH (FIN) FRAME SASH M I Windows 8 Doors, LLC 71 PVC)(O/X)(IG)(INS GL) 914 mm x 2134 mm 867 mm x 892 mnt Code: MTL RE1N9(T1LT)(ASTM) 3'0" x TO") 211V x 2!11") Z. This Certification will explre.July 27, 2020 (extended from July27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the currentAAMA•Certified Products. Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: B2133.01409-07 Date of Report: August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h,4-;U- TomIdtad Laboratories, Inc. Authorized for Certification Q V=" AmerOJ Architectural Manufacturers Association Florida Building Code Online Page 2 of 4 FL 11 I Model, Number or Name I Description 117676.1 1 3540 SH 136x74 Fin Frame Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +35/-SO Other: LC-PG3S. Units must be glazed in accordance with ASTM E 1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH 36 x74 Fin odf 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 HVH2: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-SO Installation Instructions Other: LC-PG40. Units must be glazed In accordance with FL17676 R2 lI Install - 3540 SH Fin 36x84.ndf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 An Frame Limits of Use Certification Agency Certificate Approved for use in HVHI: No FL17676 R2 C CAC APC 3540 Fin 40x66 odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-4S Installation Instructions Other: R-PG3S. Units must be glazed in accordance with FL17676 R2 ii Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association , Created by independent Third Party: Evaluation Reports. Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL17676 R2 C rACAPC 3S40 Fin 44X63.ndf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No O5/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x63„d( ASTM E1300.04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL17676 R2 C CAC APC IS40 Fin 44x7 .odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +3S/-47 Installation Instructions Other: R-PG3S. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x72 odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. 44x84 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 F n 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 It Install - 3540 SH Fin 44x8e pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 1•r u/.Iu/oiu-i3uipl!ngep!joU//:sduq 3V1dS7!PaJ] EE®® alda»v IeAOJddv yanpo.d MR llaua aseald "s'i 'SS lalde43 sx punaumoll a ate noA it aulwiaPp ol.'31140d 04101 algellene apeul aq un WI4M mippe Ilewa ua 411M waluuedoo 041 aplAwd aseald 'ssaipPe lauovad a Alddns OlVSIMldudPnoAII 'WdN> 711gnd a,a Sxsa Ppe Ilewa AAamoH 'ama3l, aW 411m uolle3pi wwoo leljWo lol pasn aq Aelu PaPIAad sllewa aVl'auo array AiW itSsaPpaIlewaua411MluawyadaQaV1iplAad15nw 'S'! 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Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger*miwd.com Authorized Signature Brent Sitlinger bsitlingeromiwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE CA Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 2 of 4 Summary of Products FL I Model, Number or Name Description 17676.1 3540 SH 3604 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No fL17676 R2 C CAC APC 3S40 Fin 36x74.odf 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 FL17676 R2 II install - 3S40 SH 36 x74 Fin.odf 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 FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-SO Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 Fin 40x66.odf 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 FL17676 R2 11 install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3S40 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +3S/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 It Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.E 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 R2 It Install - 3S40 SH Fin 44x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 Florida Building Code Online Page 3 of 4 IEvaluation Reports Created by Independent Third Party: r 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin S2x84.odf 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 FL17676 R2 II FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. S2x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 3604 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-012528 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S118S4B 12S2.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-SO Installation Instructions Other: LC-PG40 FL17676 R2 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-01247E 10.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849E 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 II 08-013718 II.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988E 1371.odf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG3S FL17676 R2 It 08-02269A 12.odf Venfied By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE S13015A 2269.odf Created by Independent Third Party: Yes 17676.13 3540 SH 5202 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 FLS S2x72.odf 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 FL17676 R2 It 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S13016A 2270.odf 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 3S40 FLS 52x84.odf 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-PG2S FL17676 R2 It 08-01S14 512141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S12141 3S40 Fis S2x84.odf Created by Independent Third Party: Yes 17676.15 13540 SH 4802 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(1277S1A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3S40.AWS.IG.FIN.48x72.R3S.(0720161 Impact Resistant: No Rev.odf Design Pressure: +35/-3S 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 It Install Instructs - 3S40 SH FIN 4802 (As Testedl.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 j 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +3S/-SO Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3S40 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: SSO-487.1824 The State of Florida Is an AA/EE-0 employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released In response to a publk-records request, do not send elecuonk mail to this entity. Instead, contact the office try phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.27S(t), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emits 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 !mall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: ER Credit -Ca E_ https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Velidator / Operations Administrator) MI Windows & Doors, LLC 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 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 TESTEDAAMAWDMA/CSA 1011I.S2JA440-08 LC-PG4O'A14x2134 (36x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPO NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED MI Windows & Doors, LLC 3540 SH (FINLESS) FRAME SASH Code: MTL 7157 PVC)(O/X)((G)(INS GL) 914 mm x 2134 mm 867 mm x 892 mm REINF)(TILT)(ASTM) 3'0" x 7'0") 2'10" x 2'11") 2. This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 10344a) 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 ACP-04 (Rev.1/11) Validated for Certification h' 44L led Laboratories, Inc. Authorized for Certification T Ameri Architectural Manufacturers Association r36- MAX. FRAME WIDTH 4" 6+1AY. _ r T— ANCHORS TO BE EOUALLY SPACED. SEC ANCHOR CHART S SIZE AND ANCI.ORHEETiFORUNIT QUANTITY _ P,4' MAX. O FRAME j/ HEIGHT i X J- 4' MAX. 1— I I I I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 40.01-50.OPSF I NONE Number of enchom ulrW st ssch smb HeigM in) Panel wldte Cm) 240 30.0 3L.0 24.0 2 2 2 3" 2 2 2 3" 3 3 3 42.0 3 3 3 4" 3 3 3 54.0 3 3 4 60.0 4 4 E0.0 4 4 4 72.0 4 4 5 1" 4 4 5 84.0 4 5 5 ABLE OF CONTENTS SHEET NO I DESCRNPDON 2 - 3 ELEVATIONS. ANCHORING LAYOUTS AND NOTES INSTALLATION DETAILS RMISKM DESVIR 4 I ai Ps?2D NOTES: 1) THE PRODUCT SHORAN HEREIN IS DESIGNED AND MINUFACiURED TO COMPLY VOTH REOUIREMENTS OF 711E FLORIDA BUILDING CODE. 2) WOOD FPAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERL( TRANSFER ALL LOADS TO STRUCTURE. FFM41-43 AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) TX BUCK OVER MASON RY/CONCP.EIE IS OPHONAL. Wr.ERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEPEI,Y. WIND LOAD DUP_ADON FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH CVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH P.F- 104S-020 STEEL REINF(jRCEMENT. 7) UNITS MUST BE GLAZED PEP ASTM E1300-04. 8) APPROVED iVIPACT PROTECTI'.'E SYSTEM IS REQUIRED FOR 7HIS PRODUCT IN WIND BORNE DEBRIS REGIONS. ' 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM',:HERE SPACE OF 1/16' OR GREATER OCCURS. I'J,XIMUIA ALLCWABLE SHIM STACK TO BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE .WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND IYSI.ALLATION DETAILS. I I) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE %8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RES+STA,YI. 13) INNSTALLATION ANCHORS SHALL BE INSTALLED I14 ACCORDANCE WITH ANCPOP. MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN IHE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPFCIFIC ;RAVITY OF G=0.1'2 B. CONCRETE - MINIMUM COMPRESSIV< STRENGTH OF 3.122 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER) SIGNED: 1012112011 MesoWINDOEST WS RKED DOORS II`fo T STREET GRANTZ. PA 17030=0370 ft GENSF ,d+- O.-Tet STEEL SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW REINFORCED - NON -IMPACT 36" X 84qELEVATION. ANCHORING LAYOUT AND NOTES 1DOF i' n••;eIORIOt; • DFnrw. DOGrro. aEv 08 50 372 O.... iA 1 sAiD•rz NTS10/17/11 1 OF 3 R_MS D.T CGCQPtID OWF I OPkMD 2Y HUCK/ W00D FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED fLAHGE TO BE SET IN BED CF 1/ a" MA J I 3/i6- m1m. J 1/4' MAX. APPROVED SG,LANT SHIM EMBEDMENT SHIA1 Ir171, JHEAD 10 BE SEf I IN A BED OF APPROVED #3 WOOD SCREW LLLnnn CONSTRU: fIOCJ SEL=JdT i INTERIOR 2X BUCK/'::OOD F RAV.INIG s a I I BY OTHEP.S. 2X BUCK TO EXTERIOR INTERIOR BE PROPERLY SE: URED SILL TU BE SC IN BED OF APPRO`A:D CONSTRUCTION ADHESIVE FLANGE TO BE TOL1/.' MAX. SET IN BED0" JOC C G7C CHIM APPROVED SEALANT 2C BUCK; WOOD FRAMING BY O1HEP•S, 2% BUCK TO VERTICAL CROSS SECTION BE P+OPEFZLY SECURED 2X9J/CK4V0WFR4M/NGlNSTALLATION EXTERIOR FLAPIGE i0 BE SET IN BED OF APPr,CVED SEALANT HORIZONTAL CROSS SECTION 2X BUCKANOOD FRAMING, INSTALLATION NOTE: INTERIOR AND E!TERIOR FINISHES. BY OTHERS. NOT SHOWN' FOP. CLARITY. MIWINDOWS a ED DOORS ` 650 S a:'Jo/'/ GRANTZ, PA 17030-0370 ` ,••y GENy%* SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW = >r • ,1 J 0,,B T STEEL REINFORCED — VON —IMPACT 36" X 84!rf fe cos` INSTALLATION DETAILS 0 • $TATEE OF 14, ctuxv: arc NO. aEv 's'ctORM" 6R V. L. G1E 08 Soa372 NTS10/17/11 2 OF 3 MASO:lRY;'GOIJ(.FETE BY OTHE?S OPTICNAL IX BUCK BY OTHERS, IX Buck IO BE PPO?ERLY SECURED. CEE N011E 3 SHEET 1 FLANGE TO BE SETID BED OF AP-^ ROVEC SEALANT EXTERIOR FLANi: E TO BE SCIIN BED OF A? PROVED SE;Qi NT OV- 10RAL 1X BUC. Br OTHERS. 1)c BU,K TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 I 1I1 1114MAY. J SHIM HEAD iO BE SET IN A BED AF APPROVED CONSTRUCTION SEALANT INTERIOR VERTICAL CROSS SECTION U4SONRY4ONCRETE INSTALLATON SILL 70 DE SET IiJ 9ED OF APPROVL'D CONSTRUCTION ADHESIVE 1/4- MAY. 5F10.4 nnrto::s I TP11 c01C occam pu DEWt1f, d- WN. y 1/4" RA:(. GaBCD,CiJT - - SHIM f 1 " 1A?COI! s+:.t011R' r/CONCRETE BY OTHERS fir INTERIOR E 2 :,;' s' MIN. ED'uE OIS7. / 1 CPIIGNAL IX BUCK BY -' J EXTERIOR OTHER, IX BUCK TO BE ROrEF.LY SECUP.ED. SEE FLANGE iO BE NOIE 3 SHEET 1 SET lu FED OF APPP.OVED SEALANT HORIZONTAL CROSS SECTION MASONRYYCONCRETE INSTALLATION NOTE: INIERIOR AND EXTERIOR. FIUISHE:,, BY OTHERS, MAZONRY/CONCRETE IlO7 SH6VNI FOR CLARIrf. 95 OTHEPS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS a+rr anc r.D F V. L. 08-01372 c NTS IGAIE 10/17/11 1 ''"LE43 OF 3 L. Roberto Lomas P. E. 1432 Woodford Rd. Lewisville. NC 27023 336-945-9695 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, 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. support/4 rechnlcal Documentation: Approval document drawing number 08-01372. titled Series 3540 Finless PVC Single Hung Window — Non- Impad, signed and sealed by Luis Roberto Lomas P.E. 2, Test report No.: 81910.01-10947, signed and sealed by Michael O. Stremmel, P.E. Architectural Testing, Inc. York, PA AAMANVOMA/CSA 101/I.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: f40.0/-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. CerVi7cation of Independence: Please note that 1 don't have nor will acquire a financial interest in any company manufacturing or distributing the products) 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 I11111I/t 5 R. L p NJ '"•"'/ E 5 • TATE OF c, 0RMite- Luis R. Lomas. P.E. FL No.: 62514 11 /07/2011 e Florida Building Code Online Page 1 of 2 Business Professional Regulation A r a_,;J- f IGflBntddda BCIS Home I Log In I User R"tstration not Topics ( submit Surdlarge Slats lL Facts Publications I FSC staff I SCIS site Map Links Search Busines Professi al Product Approval USER: Public user Regulation ProAuct Aooroval Mernr > ProAuct or Aoollratkln Search > Application List > Application Detail FL # FL18644-R1 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 02/18/2016 v.date. set to reapply per S^Urich's req.zb.02/25/16 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 Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE GJ Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/l.S. 2/A440 Method 1 Option A 02/18/2016 02/25/2016 02/25/2016 Year 2005 2008 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu IGtg5bCX RsfA Er 5/10/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 RI C CAC MI Windows - 3S00 PW B9102 Approved for use outside HVHZ: Yes 81x63.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions FL18644 R1 11 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS644 R1 AE S13610.odf Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 finless Frame Limps of Use Certification Agency Certificate Approved for use In HVHZ: No FLIS644 111 C CAC APC 3S00 FLS 81X63.odf 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 FL18644 Ri If 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE S13610.odf Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL18644 R1 C CAC APC - F1910.01.odf 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 FL18644 Ri If 08-02858.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Rl AE S13666 F1910 28S8.odfFL18644 Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL18644 111 C CAC MI Windows - 3500 PW 89102 Approved for use outside HVHZ: Yes 96x60.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure, +50/-60 04/30/2021 Other: LC-PGSO Negative OP=-60 Installation Instructions FL18644 111 11 08-02859.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS644 111 AE S13667.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone, aS0.487.1624 The State of Florida Is an AA/EEO employer. Comnoht 2007.2013 State of Florida... Privacy Statement :: AOMSIbnity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4$5.27S(t), 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 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 ate a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: NOME Credit ArFE https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiGtg5bCXRsfAEr... 5/ 10/2016 NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME MATERIAL: EXTRUDED RIGID PVC 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 86 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I Kv I omRonVN I a tt I AWROVEo 1 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 3500SDLITES. 3500SP. 3540PX. 3540T. 3540SOUTES. 3540SP, 3250PZ, 32501. 3250SDLITES, 3250SP, 3240PW, 3240T, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES. 3500HPSP, 358OWP. 3580T, 3580SDLITES, 3580SP. S-350OPW, S-3500T, S-350OSDILITES. S-3500SP, S-3540PW. S-35407, S-3540SDLITES. S-3540SP. M-350OPW, W-350OPW. W-3500T, W-354OPW. W-3540T, W-3540SDILITES, W-3540SP. 1255PW. 1255SP. 1280PW. 910SP, 1255HPPW, 1255HPT, 1255HPSDL17ES AND 1255HPSP. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS SIGNED: 0211712016 DOORSM650WINDOWSWaESTSLt.. L /O/ ENDTSTREETGRATZ, PA 17030-0370 GEN,p.9s+-,_ o 6 SERIES3500FIXEDWINDOW96" X 60" NON -IMPACT NOTES 0; BTATE OF 1i N '[ORTO": ortAwN. awc No Atv 08 59 is O14A 1?`\ S0scuta¢ NTS02/04/16 1 OF 3 REasaRs 96" MAX. FRAME WIDTH Rd o[SCmanoM wrE APPRMD Y MAX 10" MAX --{ — 2' MAX O.C. 2 M 10' MAX 60' I / O.C. MAX. FRAME I / HEIGHT ' I/ SEE CHART 81 FOR NUMBER II 0; ANCHORS 2' MAX SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE R477NG IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 92' X 56' 2. (2) 1" X 1/8' WEEPSLOT AT 2' FROM EDGE OF SILL FACE CHART #1 Number-ofanchor locations requ re Frame Frame width In Height 3&00 4100 1&00 U00 60.00 6&00 7100 7&00 "00 9&00 woo n M&S b 3S Jamb NdS Jamb dS Jamb N&S Jambi6S Jamb H6S mb N&S Jam 3S b N65 Jamb N6S Jlmb 24.00 5 3 5 3 6 3 6 3 7 3 6 3 6 3 9 3 9 3 t0 3 11 3 SIGNED:0211712016 1200o s 5 5 B 6 5 7 5 e 5 9 5 5 10 5 11 5 MIWINDOWSIWEST M AND ET STREET DOORS ````\ S to IILO,'4 00 GRATZ. PA 17030-0370 v •GENs 4s Sr00 5 6 7 6 e 9 6 9 to tt 6 SERIES 3500 FIXED WINDOW =*•/ 0 6 *= 6& 00 6 6 7 B 6 8 6 96" X 60" NON—IMPACT=,'N 7 ELEVATION p , TAT OF ,{t 7& 00 5 7 g 8 9 oR wu. oi+e Ro. REv i'•'C(QR10;• Woo t t t staaE as 08 50 n859 — NA ti G`\` NTS 02/0/16 2 OF 3 APPROVED SEALANT BEHIND FIN 16 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR REV DESCRPUDN I DACE Al"0:D WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8' MIN EDGE DISTANCE 1 1 /4' MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 1 /4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FRAMING DESIGNED IN ACCORDANCE WITH AS TM E2112 BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS DRAWN. OWD - N.G. 08-02859 OLE NTS I D"E 02/04/16 —3 OF-3 SIGNED: 0211712016 pENs •s i pT OF ;tug clOR10'• L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rilomas@lrloffiaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market Street Gratz, PA 17030 Product Line: Series 3500 Fixed Window 96' x 60' - Non -Impact Engineering Evaluation Report Report No.: 613667 This product also labeled under the following names: 3500PW, 3500T, 3500SDLITES, 3500SP, 3540PW, 3540T, 3540SDLITES, 3540SP, 3250PW, 3250T, 3250SDLITES, 3250SP, 3240PW, 3240T, 3240SDLITES. 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 3580WP, 3580T, 3580SDLITES, 3580SP, S-3500PW, S-3500T, S-3500SDLITES, S-3500SP, S-3540PW, S-3540T, S- 354OSDLITES, S-3540SP, M-3500PW, W-3500PW, W-3500T, W-3540PW, W-3540T, W-3540SDLITES, W-3540SP, 1255PW, 1255SP, 1280PW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES, and 1255HPSP 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 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 08-02859, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: B9102.01-109-47 signed and sealed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA. AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: t60.15psf Water penetration resistance 7.52psf 3. Anchor calculations, report number 513667-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +50.0/-00.Opsf. Maximum unit size: 96' x 60' Units must be glazed per ASTM E1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02859. 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 Wall acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 01111ff/// N, 5 fz .0 1,9N .GENs.•J,i TAT OF ; k kri'•''c 0R10p;• rr111111 Luis R. Lomas, P.E. FL No.: 62514 02/23/2016 Florida Building Code Online pku I I I on Page 1 of 3 Regulation r FW&!X" Wt SCIS dome I tog in I then R&OW&Uon Ha TOpks Submit Surcharge I Stets a facts I Publketlam; FaC Staff aCIS Site Map Unks I Search Busines c,) Product ApprovalProfessi al ER: PubIrsea: Public user Regulation Product or Apolkatbn Search > Application cast > Application Oetell FL s FL15333-R2 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 36S-3300 Ext2560 bsitlingeromlwd.com Authorized Signature Brent Sltlinger bsitlingeromlwd.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wj 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/20LS Validated By Steven M. Urich, PE 66 Validation Checklist - Hardoopy Received Certificate of Independence Referenced Standard and year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA 450 2006 AAMA 506 2008 ASTM E1886 2005 ASTM E1996 2002 CODE SECTION 1710.S.3 2014 https://www.floridabuilding.orglprlpr_app_dti -aspx?param=wGEVXQwtDgtH8572gvd WI... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option 0 Date Submitted 06/19/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/OS/201S Summary of Products FL V Model, Number or Name Description 15333.1 1 1/8" x 4" STRUCTURAL MULLION 1 1/8' x 4' STRUCTURAL MULLION HORIZONTAL HORIZONTAL Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08-00907C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FLIS333 R2 AE S11458C.odf Created by Independent Third Party: Yes 1.5333.2 1 1/8" x 4' STRUCTURAL MULLION 1 1/8' x 4' STRUCTURAL MULLION VERTICAL VERTICAL Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 If 08-00906C.ag Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FLIS333 R2 AE S114SXC od1 Created by Independent Third Party: Yes 15333.3 1442 AND 5348 HORIZONTAL 1442 AND 5348 HORIZONTAL MULLION SINGLE WITH MULLION TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 11 08-001380.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE S10219D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.4 1442, 1448, 5348 AND 5548 VERTICAL MULLION 1442, 1448, 5348 AND 5548 VERTICAL MULLION Limits of Use Installation Instructions Approved for use In HVHZ: No Fu S333 R2 11 08.001390.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510220D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S333.5 1445, 1447, 5347 AND SS47 HORIZONTAL MULLION 1445, 1447, 5347 AND SS47 HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08-00140D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510221D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.6 HORIZONTAL MULLION SS47 I 1445, 5, T1447, RANSOM 7 AND 5S47 HORIZONTAL MULLION TWIN I Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 II 08.001410.0df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 5102220.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.7 I 44S, 5347 AND S547 VERTICAL 11445, 5347 AND SS47 VERTICAL MULLION https://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgtH8572gvd WI... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FLLS333 R2 It 08.001420.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5333 R2 AE 5102230.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.8 I HORIZONTAL MULUON347-2 I SINGLE WITH TRANSOM 47-2 HORIZONTAL MULLION I Limits of Use Installation Instructions Approved for use In HVHZ: No FLI5333 R2 It 08.0 1430.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5333 R2 AE S10224D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.9 1445-2, 1447-2, 5347-2 AND 1445-2, 1447-2, S347-2 AND SS47-2 HORIZONTAL SS47-2 HORIZONTAL MULLION MULLION TWIN WITH TRANSOM Limits of Use Installation Instructions Approved for use In HVHZ: No FLI5333 R2 II 08.00144D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE S1022SD.odf PRESSURE RATINGS Created by Independent Third Parry: Yes 15333.10 144S-2, 5347-2 AND SS47-2 VERTICAL MULLION 144S-2, 5347-2 AND 5547-2 VERTICAL MULLION Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS333 R2 11 08-0014513mdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5333 R2 AE 5102260.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.11 1X3 STRUCTURAL TUBING IX3 STRUCTURAL TUBING MULLION VERTICAL MULLION VERTICAL Limits of Use Installation Instructions Approved for use In HVHZ: No FL15333 R2 11 OB-00668C.ad Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5333 R2 AE S11127C.odf PRESSURE RATINGS Created by Independent Third Party: Yes sae Mcat pnuter thin 1940 Math Manree street Tabehs<see fL 323" Phone: aiD.4a7.1a24 The State of Florida Is an ANEW employer, Comrnard 1007.2611 state of flnrlda.:: Privacy Satement :: Accessibility statement :: Refund Statement Under Florida low, small 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 mall to dd6 entity. Instead, contact the offke by phone or by traditional mall. It you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Mutes, effective October 1, 2012, licensees licensed under Chapter ass, F.S. must provide the Department with an email address If they have one. The ernalls provided may be used for Official Communication with the Ikensee. How~ erell &WMISSas are public record. If you do not wish to supply a personal address, please provide the Department with an emell address which an be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click b=. Product Approval Acc ts: pft Crc t!fA E https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WI... 7/20/2015 NOTFS: 1) UIF P'20DLCT SHOWN HEREIN IS DESIGNED AND MAI.IJrAC: URED 10 CCMPLY WITH RCOUIRE-11 0S 01 IHI !IUYIUA UUILUING CCUF. 2) WOOD F=AMINE 10 EE DESIGNED AND ANCFOP,ED IC PRO-EWLY TRANSFER AIL LOADS TC STRUCTURE. I'RAMING S --IF RESPONSIBILITY Or THE ARCHITECT OR ENGINEER. Or RECORD. 3) ALLOWABLE STRESS INCREASE OF I/3 VtAS NOT USED IN THC CSIGN Or THE PRODUCT SHOWtJ H[PLIN. W;ND LOAD DUF.ajtOiJ ACTOR CC-1.6 WAS USED FCP WOOD ANC -OR CALCULATIONS. 4) AODPOVF) IMPACT PROTECTIVE SYSTEM IS HCT R_OUIRE FOR TH S P.ODUCT IN WIND 20Q\E DEBRIS QECIONS UP TO W ND ZONF 3. 5) :)MGA PPFSSJRE AND INSTALLATION DETAILS SHOWY IN TWS JOC_ME'•T APPLY ONLY 10 MULLION. %ANDOWS MUST B: APFROVLD JNOER SEPARATE APPROJAL. 6) SINGLE WRJDO.IS 10 :C MULLED A4E NOT LIMITED TO THOSE SHOWA IN TH S DRAW;I.G. NIVCOWS M-ST 3E MANUrA.IJREO BY GENERAL ALJIJINUM 7) JESIGn PRESSJRC Or M_LLEFi LKIT SHALL BE CONIFOLLLJ L°Y IHL LESSER DESIGN oRcSSURE Or TI-E MULLION OR THE INDTADUAL WINDOW OR DOOR U:JIT. 8) UNITS MAv BE MU_LE3 TOGEtHER INDECIN iELY AS LONG AS SINGLE UNIT WIDTH AND FEGFT ARE NOT EXCEEDED AND MIAIJON IS ANCHORED AS SHOWN HEREIN. 9) M_LLICN VERTICAL INSTALLATION) IS SIIONY, M..L_10`J VAY BE USED RJ HOR ZONTAL APPLICATIONS %S LONG AS DIMENS1014S ILO CATER HEREIN ARE NO- EXCEEDED AND MULLION IS ANC-CRED ACCORDING 10 THIS DOCUMENT. JCSIGN PRESSLRE TAELC NSTRUCrICNS: 1) DErIHL RLQUIRLU ULSIGN LOAD PER FLORIDA SUI.D14C CODE CHAPTER. 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN EASED ON PRODUCT 10 RF INSTAIIED SEC 1"ORMU_A FOR T91611TAR" IWD:H. IOCAIF MIJIIION SPAN (UNIT FI_IGITT) AND 1RIBUTA1Y WIDII . At TIDE INTERSECTION Or ROW AND COLUMN CONFAININC THE MULLION P. SPAN AND-RIDUTARY WID-A _SPEC IVELY IS THE- MU_LICN PATINJG FOR PRODUCT I'J STFP 2. MULI.IOn RATING MUST EC EOUAI OR GREATER THAN RiOUIRED DESIGN PRESSUZ[ CBTAIN:D IN STEP 1. IRIpUTARY WIDTH = WI_ W2 2 TABLE O- CONTENTS SI EET NO, DESCRIPTION I NCIFS 2 COhFIGURAIIONS ANJD DP C-AP.' I,YSIA_1AII0:4 DETAIL= 4 COMPONENIS Ky'! fn5 or QESCRPIIC. b'E AOPIIOVER A REIASLO 10 COMPLY WITH 2O07 TUC 01/08/09 ITL. D REVISED NO -CS AND CHAP.? D3/12/17 R L_ r REVISED tWA: 0/13/13 PL. REVISED INSTALLATION DETAILS OS/IS/IS P.L. AIJCHORI:NG NOES' 1) CDR ANCHORING 1NT(J MASONR'f USE TOUR (4) 3/16 MASONRY ANCHORS WITH A A; NRJIIM SH'AR CAPACIT" OF 365LBS. AT EACH END Or MULLION YnTH SUrF CIENT LENGTH 10 ACHIEVE A 1 ' /A' MINBJUV EMBEDMENT INTC SUSSTPA TE WITH _" M NIMUM EDGE 0 STANCL. LOCH-E ANCHORS AS S10WN It, ELEVATION OE -AILS. 2) FOR ANCHOSING INTO WO:JD FP.AVING OR 2' BI.nV USE FOUR (4) JIO WOOD SCR:W. AT EACH END CF MULLION WITH SUrFICIFNT Ir•Jr.TH f0 ACHIEVE A 1 3/8" M IJIMUM EMBEDMENT INTO SUBSTRATE AND 1/? M NIVUM EDGE DISTANCE, LOCATE A.+JCHCRS AS SHOWN IN ELEVATION DETAILS. 3) FOR ATTACF:NG WINDOW UNITS TO MULLION USE Y2 SMS SELF IAPPINC SCR=WS WILT SUFFICIENT L0*,G1H "0 ACHEVF A MINIMIIV FIJRFDAIFNI OF -FREE 11REACS PAST IIIE MULUO`I WALL. LOCATE SC EVIS AS SHOWN IN ANCHCR ELEVATION. a) FOR WINDOW UNITS ANCHORING SCHEDLLE :EFER IO W!NDOW APPROVED INSIALJI-ION INSTRUCTIONS. 5) IASIAI XION ANCTiGRS SHAH BE INS.ALL-_O IN ACCOR!?AHCE WITH ANCHOR M.%tJUFACTIJREP*S INSTALLATION IJSTRUCIIOtIS. AND ANCHORS SHALT. NCT BE JSED IN S:.BSTRATES WITH STREuGTHS _ESS THAN THE V.IVIMUM SiPENGTH S°ECIFIED 6E_0.:'. A. WOOD - MINIM_IA SPECIFIC GRAVITY Or G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. SIGNED: 061161,2015 AND 00oRS LLCMIWlNooww. 5It.TL0 /i,/ ceosBr CARROLLTON, TX 75006 v •GEN1gF.4f i 1442, 1448. 5348 AND 5548 tlt• 0 6 A= VERTICAL MULLION GENERAL NCTES p TATE Of ;tv DR. s. F. qVc rn sn i's;c[ORIO* .4A'- 08 500139 D /ijp HA SViE D.aNTS O1/O6/09 1 OF a j1` 192' COMBINED WID11-1 W 1 -j •-- !r7 - I II FRAME HEIGHT WINDOW WINDOW MULL ON SPAf 192" COMB NED YADT11 wl I 96" FF:AlAE 4DOW HE GHl WINDOW AULL'ON SPAS) ! 0 197' COMBINED YADTH Wi it w2 I 35" WINDOW FRAME EIGHT WINDO WINDO11 MLLLICN SPAN i/ pit. I M 1 - -4- w2 L t97" COMBINED V131r Destan rvdh IC0N13NE0 w1UTl1 wl -ir w7 -- I 96" LOWFR?.VL LOW H: IG, VULLID'J 197" CCMB,VED YADTH W2- I [ 96WINDOW J FRAME HEIGHT WINDOW MULLION sNau) 1 WI F^ N2 T97" CONB. NiS 1II1)TH FEVS D%S ri GESCRPI Or Mir A PQNtl A N. VISFC t0 CClealr 19PH not 1 B- .01/06/09 F.L. -- - 0- CIASED N0-CS AND CHAFT 03/12/12 R.I. C AEiSLO NAME .0/1,/13 JR.L. 3 J R"EYISED INST4LLAI10N DETALS 05/15/15 I F. L. 9Y COVE INED WDTH L W1 WINDOW FRANC i= 1GHi WINDOW SPAN) I_ 192' r-- COVE140D w'IF APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LON,3 AS COMBINED WIDTH DOES NOT EXCEED 192• AS SHOWN HEREIN. Mullion span On) ribmry w 001 10. 00 24.00 3o.6e 1 36.00 42.00 48.00 S4.00 Qn) 60A0 ". 00 78.00 U.00 80.00 96.00 24. 00 130.0 130.0 130.0 130.0 130.0 t30.0 130.0 1300 130.0 130.0 130.01 130.0 130.0 30. 00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300, 36. 00 130.0 130.0P75. 3 130. 0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42. 00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48. 00 130.0 130.0 130.0 130.0 129.6 129.6 129.6 129.6 129.6 129.6 129.6 129.6 54. 00 130.0 126.3 93.6 86.2 SZ2 80.9 80.9 80.9 90.9 80.9 80.0 90.9 Go. 00 1, .5 90.7 8 59.7 9 53.8 53.1 53.1 63.1 63.1 53.1 53.1 66. 00 87.7 67.3 48.1 43.2 39.9 37.8 35.6 35.3 36.3 36.3 36.3 36.3 72. 00 67.2 51.4 363 32.3 29.6 27.7 26.5 25.8 25.6 26.6 26.6 25.6 78. 00 52.7 4D.2 281 24.9 22.6 21.0 19.9 19.2 18.6 18.6 18.6 18.6 84. 00 42.0 0 26.1 22.2 196 17.7 16.4 15.4 14.7 139 13.8 1&0 13.8 80. 00 34.1 25.9 21.1 17.9 15.7 14.2 13.0 12.1 1/.5 10.7 70.5 10.5 10.5 96. 00 23.0 21.3 17.3 14.6 12.8 11.6 t0.5 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 1442. 1448. 5348 AND 5548 VERTICAL MULLION CONFIGURATIONS AND CHART F. A. 08-00139 CALE NTS --E 01/06/09 2 OF I SIGNED: 0611612015 It I '` ID4i ir•• pENSF••d+ pSE OFMAL r 41111111110 I 1442.1448.5348 8 5548 1 X 2 IR X 1/0 MULL ALUM. 6005 T-S 2 1320 _ WOODIMASONRY ANCHOR CLIP 3 1 1330 WOODOIASONRY ANCHOR CLIP 4 I 1350 MOUNTING PLATE 5 1438 WOODAIASONRY ANCHOR CLIP 6 1439 -_ WOODRAASONRY ANCHOR CLIP MIN.MUM EDGE STxNCE SEE SUBSTRATE v01ES I&2 BY OTHERS SmEEI t i II '° •li ° 1 , I ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 r P3'iFa11 U41 9&7&91 VERTICAL MULLION TOP CLIP WSTALLATM oLV.iD.S MINIIAWd FDCE nEv 0LSMWn,0- w• m.01r, DISTANCE SCE NOTES 197 A F_\,15P9 '0 COJ1q• Lti,L•. 7OC7 rK 01/?E/09 RL. 1 SHEEN 0 RZOSED NOTES &vC CNWi 93/t2/12 RL. SUBSTRATE 4tVISED NAME 0/15/t3 RL. 3Y OTHERS 0 R.v15ED 1457ALLa'144 OE7iuL5 06/15/15 A L. C= a e. ANCHOR I OTSS I ANDSEENO1:S AND 2 4 ON SHEET 1 Or O ANCHORSCR—cW SEF. NOTSS 4 AND 2 ON SHEET 1 rowimiA?11w, IWASL VERTICAL AVAA.A7N TOP CLIP INSTALLATION i/ Q ANCHOR SCMV --- — SEE NOTES 4 Arm 2 ON SHEET I I v i 6U83TMTE-1Y3laYa4N3t1?T J1L$_::rA''.':, a 0YOTl4fR5 -{1 v VERTICAL AtULLOON SUBSTRATE - • .. DOTTOMCLIPIiLSTALIATION MI.YILIJM LOU BYOIHERS f DISTANCE SEE l( YtSld.£•Yaw tII rul N O' F 5' 3 7 Vr_RTICAL MULLION MIN NUM EDGE S-EET DOTMVC,IPINSTALLATION _ DISTANCE S•E NOTES 1,;,•2 SHECT 1 d_ MNDOW UNITS 0 / kE SPAS ANBFAk%19 SELL DR;LLMG SH OR Wl r 11 SCREW I "?L- Max U.G. 4A Zllii'JSI iu.$G.4:L41'c S B MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1t42. 1448. 5348 AND 5548 VERTICAL MULLION INSTALLATION DETAILS oft— 7YCE. A. 08-00139 tut NITS DArz 01 /06/09 5"ELL 3 Of 4 SIGNED: 0611612015 Ia IT Lr11, 0/. pENy.'',P 4TAT6EpOF ; 4 20R10*• i4: S;9/0 r xp•_ r a.r i ./.• y: ran• O MULLION CLIP ALUMINUM66115•73 OMULLIONCLIPALUMINUM6005-T5 1 II Iro t- ue MOUNTING PLATE ALUUWW 6005•TS F[Y$ OMS P.Ev A D C[SCRT D•x REASED 'O COUP:+ M17K YCl FBC R-VISED %OTES AnD C'IAPT 7•'L 01/96/29 03/'2/12 P aO:[D R.I. R L. C F_VI.'aED NAvE 10/1s/13 R.L. D REVISED DETAILS 06/1,/1: F L. C) MULLION CLIP ALUMINUM6005-TS w aw• ._ L LJ SIGNED: 0611612015 t 1IG0 Moe uVA t-- -- - - —' MI WINDOWS AND DOORS LLC [o//%. 1001 W. CROSBY RD *1 i CARROLLTON, TX 75006 .,J•GENj- 9,{[ C) 2112'MULLI0N MULLIONCLIPqp- J ALUMINUM6005•TS lJ ALUMWUM600.5-TS 1442. 1448, 5348 AND 5548 z 0 # VERTICAL MULLION — COMPONENTS OT OF : Z F.A. NTS o`E 01/06/09 08 l50149sc0F a D 'j s`AIA11Ea v L. Roberto Lomas P.E. 233 W. Main SL Danville, VA 24541 434-688-0609 Manufacturer: M1 Windows and Doors LLC 1001 West Crosby Rd. Carrollton, TX 75006 Product Line: 1442, 1448. 5348 and 5548 Vertical Mullion Engineering Evaluation Report Report No.: 510220D 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 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Product description: Mullion: Extruded aluminum 1' x 2 1/2" 6005-T5, part number 1442, 1448, 5348 and 5548 Mullion Clio: Extruded aluminum 6005-T5, part number 1320, 1330. 1438 and 1439 Supporting Technical Documentation: 1. Approval document: drawing number 0"0139 Revision D, prepared, signed and sealed by Luis Roberto Lomas RE 2. Mullion structural analysis and anchor calculations report No. 510212E prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document Maximum unit sizes: Refer to approval document Units attached to mullion must have their own separate approval. Units may be mulled indefinitely as long as maximum unit size is not exceeded. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or the individual units Installation: Mullions must be installed in accordance with approval document 08-00139 Revision D. Window units must be installed to substrate according to the manufacturers installation instructions and/or approval documentation. 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, 1 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 E N SF .(P 4e 0,61 • c_ AT OF ; 4— IVA itill Luis R. Lomas, P.E. FL No.: 62514 06/17/2015 or Florida Building Code Online Page 1 of 2 Business & Professional Regulation r R MCP1 KIW nMIde, OCIS Home I Log In I user Registration i Not Togo I submit surcharge ( stats A fact. I Publications I faC Sun I SC1S Site Map ( Links I search Busines V1 Professi al ®woauct Approval USER: Public ties. Regulation BmOrrcl Approval Menu > Product or Aoekotbn Scorch > Aoolkatbn List > Application Detail FL g FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Small 51411 W CUfton 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 Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v, Evaluation Report - Mardcopy 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 1. King, P.E. 6 Validation Checklist - Mardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method slandlILIA YAM ASTM E330 2002 Method 1 Option 0 https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/201 S Florida Building Code Online Page 2 of 2 Date Submitted 04/30/2015 Date Validated 04/30/201S Date Pending FBC Approval 05/10/201S Date Approved 06/22/2015 Summary of Products FL tr i Model, Number or Name 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 MVHZ: No FL12019 RS II Inst 12019.1.odf Approved for use outside HVHi: 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 FL12019 RS AE Eval 12019.1.odf specific application and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. Dock IHPa1 ta01yy :: 1240 Nertn 14emee Slrnt. T.oahasue fl ]2T90 Phone: AS0.437.1624 The State at Florida Is an AMEEO eewloyc. CWvMht 2002.2012 State at FIGdda.:: Prerary Surenrnt :: Attlislbllity Statemem :: Refund Statemem Under Florida lew, email addresses are Public records. If you do not want your e-mail addran released In response to a puplk-records rpuett, do not sand electronic mall to this entlty. Instead, contact the Pike by phone or by traditional map. If you have anv atmOns, please contact 650.487.139S. •PurtuaM to Section 4SS.27S(I), Florida SULdes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide the OepaRnlent with an email address If they have one. The enlelb Provided may be used roc official communication with the licensee. However emaa addresses are public record. If you do not wish to supply a personal address, please provide the Oep irtment with an emae address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please dick bin.. Product Approval Accepts: a x-r, Vurilt mTNH, MUMMA https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 o ACM AMERICAN CONSTRUCTION METALS 5140 West CURon Sheet Tampa, FL 336M TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (2014) Rorido Building Code excluding the %gh Velocity Hurricane tone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shol be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed property to receive loods from the soffit and/or 7 x T batten strips. 5. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TAKE or: Corns SHUT • DmittmoN I T elevations a general notes 2 Panel detols 3 Soffit detals a desjgn pessum 4 Soffit detak a design pressures 5 Soffit details. design pressures a W of materials TRIPLE 4 4 1.*012 (LI IS' TRCq T."14 (.0125' ma l QUAD 4 Q4 aJ0121A115-THM 044141D114SH q n: JK or: LFS Oi ML. FL-12019.1 n 1 or 5 tbP ar L_ rooREr --+ T E_ Almon ClA SOFFIT AIR FLOW TABLE SOFFIT TYPE AIR FLOW SOFFIT T1fPE Alit FLOW rrw na. a Aana Cplp K1R TTS- 3.91 2.71 % F A LVcIIT TTWW 11.74 8.16% 11.74 8.16% F 3.6E 2.S6% Ir"''.„ 3.69 2.S6% rlr- D15S' 2 r CHANNU Alldn4wr+ V cov[w,F In" cOweARm A1SLR. . J N m11R .47 1 AT S .o 3r 3T 1 RIB AND BID DEtA6S ITCOVERAGE r 25I T PITCH /8' rmnfAVAwllfoefounOn MMiMM ISCOVERAGE r ( REn 4WPifCH 2. 62 V=WAVAfW1*M*tOtIVM I ("Afto s M smm 00000all 000a0— j 0 0 0 0 D— 0000 IT n n n n n LOWER PAnM MUSCALEI ftLOLUVSMM FORMED DIRECnDINI IN L D. 3aor J NEW •A - A' CAI.yIEw CA1A %E' Sd FULL VENT- WIDE PATTERN Lo m formed in some Direelton w rTbo) 12s qS LrF 00 0 0 0 0 0 DO r0 OOD00I40 0 0 0 lu- 0 0 0 U oup i 0 000o;_ LOUVER PAn11RN LOWERS FORMED IN SAME DIRECTION AS RIBS) VIEW WA14; SC S 6 FULL VENT - NARROW VENT PATTERN AN formedin some dincicn w rfe) Ile'O. In. JK Ooc F LfS FL-12019. 1 J PAN' A • ROOF OVERHANG ROOF FRAMING ALUMINUM FAScu TRIM 1-- CMU ORSOFf1i WOOD SEE DETAIL'AFRAMED SEE DETAIL' B' SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shown W/ b1gWftI1WKJ Unbr-) SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSf) POSMVE NEGATIVE r 70.0 141.0 10• 60.0 60.0 12' 50.0 50.0 1r 38.5 38.5 16' 30.0 30.0 NUIC OR" IV PC DESIGNED BY THE ARC HHECT OR ENGINEER OFRECORD n I 5 1/B"1AAX. -- DETAIL " B " F- Channel ROOF OVERHANG ROOF SOFFIT CMU OR WOOD M' C' FRAMED SEE DETAIL' D SIDE VIEW - SINGLE SPAN w/3-CHANNELS TRIM NAIL ATTACHED THROUGH FASCIA 01 c O.C. MAX. Shown W/ wworamn8 onblem) STAPLES INSTALLED END OF PANEL AND B- MAX_O.C.171 SEEOEUIL-JSHEETS)1 /B• MAX DETAIL " A " Foscia STAPLES INSTALLED 0 ZC O.C. OHIO WOOD) ON F- CHANNEIL LEG OR T-NAIL 01 T O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 017 O.C. ONTO WOOD) IN F{ C I la SLOT OR T-NAR, 0 17 O.C. OHIO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 21.O. C. INTO FRAMING it A' PAN ROOFOVERHANG dD't ROOF i ' FRAMING I ALUMINUM FASCIA TRIM 1 --- SOFFIT: EMU OR 1 V WOODSEEDETAIL_ A' FRAMED SEE DETAIL - C. SIDE VIEW - SINGLE SPAN w/7-CHANNEL Shown a1/ tIllIwT dITir9 olla),va) 1 5 1' MAX STAPLES INSTALLED 017 O.C. (NO WOOD) N J-CHANNEL SLOT OR i-NAIL 0 IT O.C. DETAIL" D" J- Chonnel Fosdo STAPLES INSTALLED 01 T O.C. (INTO WOOD) N J.CHANNEL SLOT OR T-NAIL 0 IT O.C. ONTO WOOD OR MASONRY) SIAPIiSLOCAIED LTJ 2f O.C. INTO FRAMING —7 I' MAX DETAIL " C" J- Chonnel SUBSTRATE NOTES: 1. WOOD SUBMIT G = 0.42 OR BETTER 2. MASONRY SUBSTRATE 3AO0 PSI CONCRETE (ACI301) OR HOLLOW BLOCK OASTM C90). mIe &--. X as W. LFS FL-12019.1 SPAII ' A • ROOF OVERHANG SEE NOTE 2 ROOF FRAMING ALUMINUM ALUMPJUM FASCIA FASEIA 9 TRIM TRIM t-------------- t ` %----___= EMU OR ` I - CHu DR SOFIiT___ MOOD SOFFNJ I MOOD FRAMED FRAMED SEEDETAA'E' SEEDETAIL'F' SEE DETAIL 'G' SEE DETAIL E' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNEL ymm W/ mwran*v m—hRng) (Shown wl b asOm ing me") STAPLES INSTALLED 0 END OF PANEL AND B' MAX. O.C. i DETAIL -S -. SHEET S) SPAN ' A ' ROOF OVERHANG ROOF FRAMING DETAIL" E" Fascia TRIM NAIL ATTACHED THROUGH FASCIA 0 1 B O.C. MAX. NOTE FOR SOVARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL r v 7jikL DETAIL " F" F-Channel STAPLES INSTALLED 0 2r O.C. (INTO WOOD) ON FCHANNEL LEG OR I-NAR 012' O.C. INTO WOOD OR MASONRY) STARES WALLED 0 170.C. PNIO WOOD) IN F•CHANNELSLOT OR I -MIL 0 17 O.C. INTO WOOD OR MASONRY) CONNECTOR NOTES: --le 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SY THE ARCHITECT OR ENGNM OF RECORD 212E COMMON NAIL OR 311C ITW IAPCON CONCRETE SCREW MN. I-Ibr EMBEDMENT) O 2t ON aMTER SINGLE SPAN UAI M A DES" PRESSURE (SE) POSITIVE INEGGATIVE r 70.0 141.0 IV 60.0 60.0 Ir 50.0 50.0 le 38.5 3&5 u' 30.0 30.0 STAPLES LOCATED 2,CO.C. INTO FRAMING S 2 I ff MAX. • I' MAX. SUBSTRATE NOTES: + 1. WOOD SUBSTRAM G = 0.42 OR BETTER DETAIL" G " 2. MASONRY SUBSIBAIE 3A0O?S1 CONCRETE (ACT 301) OR HOLLOW BLOCK "M C901. J-Channel STARES INSTALLED & IT O.C. PHTO WOOD) IN xHANNEL SLOT OR T-NAIL 0 IT O.C. 0NIO WOOD OR MASONRY) LE: N.T.S. I. Ir JK Rr. Us xmxa-- FL-12019.1 0 4 or 5 d 10 AIN DESCWFION MATERIAL I FASCIA.0215*THK.AL3105-HI4 ALUMINUM 2 r CHANNEL .OI SS' THK. AL. 3105 - H24 ALUMINUM 3 F CHANNEL A15S' THr, Al. 3104 - H 19 ALUMINUM 5 GUAD 4 PANi Al 15 OR .013S' THICK) AL 3105 ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR .013S' THICK) AL 3105 ALUMINUM 7 R15xI.VCTRIM NAIL S.S. B 1TF GA. X 1/4' SS STAPLE tW1 7/B' MIN. EMBEDMENT STEEL 9 7- X 2• BATTEN STRIP (G=.42 OR BETTER) WOOD 10 APA B-C- GROUP 1 EXT.15/32" PLYWOOD OR BETTER WOOD 11 09E DIA. T-NAIL / 5/B' MN. EMBEIDMEMI STEEL 12d X 31/4- IX2 VERTICAL H. D. GAILY. S19i FRAMING (Ca-0.42) COMMON NAIL ® 2,C O.C. ATTACH w/ 2-8d w/ IJ14' MIN. EMS. COMMON NAILS TOP TO ROOF FRAMING g STAPLES WALLED BIND OF PANEL AND SEE SSffDEiAII'J DETAIL" H" C. MAIL DETAIL " J go ROOF CVERHAHG SPAN ' A ' ROOFIMINS 1 / TT 11 12dx3- I/4' COMMON NAIL 02,CO.C. SEE DETAIL -A• / I w/ I've MIN. Be. SHEf 3) v STAPLES INSIALLED 10 END OF PANEL AND r MAX. O.C. SEE DETAIL 7I 5 6 DETAIL " I " TWIN SPAN LENGTH w/ CONTINUOUS SATEEN A• DESIGN PRESSURE (PSI) POSITIVE NEGATIVE IV 70.0 70.0 IB- 66.5 66.s 20" 60.0 60.0 22' 54.5 54.5 24' s0.0 SO.O CONTINUOUS SEE DETAIL • H • BATTEN ® Ct CHU 01 WOOD it 3 O 3 0 fillet SEE DETAIL B' E _ 1 g SHEET3) 1 N 5 o i imnnSPAN SIDE VIEW - DOUBLE SPAN w/BATTEN Shown w/ tnbsMfNng Ianb*ver) SPAN - A ' ROOF OVERHANG SEE DETAIL' G' fSHEE1 A ROOF FRAMDIS SEE NOTE 2 1 1hcm DR WOOD Sff DEIAIL•1' 8 11 FRAMED SEE DETAIL. A ISHEEI 3) SIDE VIEW - DOUBLE SPAN w/BATTEN Shown w/ ftWftmin9 Ong) CONNECTORNOTES: 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BE THE ARCHDECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 112d COMMON NAIL OR 3/IC ITW TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE 3JMPSI CONCRETE (ACI301) IMIN. 1.1 X EMBEDMENO 0 2C ON CENTER OR HOLLOW BLOCK (ASTM C90). m N.T.S. IM: JK n: LFS w FL- 12019.1 rr 5 or 5 R W R W Building Consultants, Inc. B Consulting and Engineering Servioes for the Building Industry C P.O. Box 230 Voldco. Fl. 335" Phoft 813.659.9197 Florid@ Board of ProRalon@1 Engfneen Cenif ale of Authorintion No. 9913 Product Sub Category Manufacturer Product Name Category American Construction Metals Panel Walla Soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum Soffit Tampa, FL 33634 Phone 813.880.44" 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 I 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 property 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. Orawina No. Prepared by No. FL-12019.1 RW Building Consultants, Inc. (CA f19813) 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 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Seated by Lyndon F. Schmidt, P.E. Slaned & Sealed by Lyndon F. Schmidt. P.E. t,eto urr o hl, le Y A tU Zlyndon F. Schmidt. P.E. S'"`'" "`v FL PE No.43409 41112015 o.-; i, `ONAi -" % Florida Building Code Online Page I of 2 lit Business & Professional Regulation• 1, 1, r FW& 9ePM "jGf acts Home I log in I user Registration I Hot Topics I Submit surcharge I slats a Fans { Publications I Fat Stan I eels Site Map I Links I search I Busines U product ApprovalProfessial ®uaeR: Public User Regulation Preeutt %oproyal MMIu > Product or Ade80119 Search > AWIcAllan Application optail FL u FL16305-R4 Application Type Revision Code version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcolllns@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 I Evaluation Report - Hardcopy 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 v- Validation Checklist - Hardcopy Received Certificate of Independence FL1630S R4 COI ATL13002.4 2014 FBC Product Evaluation Shinoles.odf Referenced Standard and year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 Florida Building Code Online Page 2 of) Product Approval Method Method 1 Option 0 Date Submitted 06/28/201S Date Validated 06/29/201S Date Pending FBC Approval 07/05/2015 Summary of Products FL r7 Model, Number or Name Description 1630S.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1630S R4 It ATL13002.4 2014 FBC Prodtict Evaluation Shlnales.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL1630S R4 AE ATL13002.4 2014 FBC Product Evaluation Shinales.odf Created by Independent Third Party: Yes Fact nn.1 Contact Us :: 1940 North Monroe Street. Tallahassee FL 3LM Phone: 1150-482,1824 The State W Florida is an ANEEO employer. Coovrinht 2007-2011 State at Florida.:: Privacy Statemen[ :: ActimIbbltr Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publtc•record5 request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact RS0.M7.1395. -pursuant to Section 4SS.27S(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address II they have one. The emads 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 oepartmont with an email address which can be made available to the public To determine If you are a licensee under Chapter ass, FS., please click here . Product Approval Accepts: ON CM rid 7Mr https://www.iloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU I j3N... 7/20/2015 CREEK 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 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE 51" EDITION (2014) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Issued June 29, 2015 Entity ReooA No. StandardYear PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Constriction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 316l 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA06-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107.02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATLA 16-02.01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-011 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-Oi ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02.01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-Ot Rev 1 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02.01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM O 3161 2009 PRI Construction Materials Technologies (TST5878) ATLA68-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169.02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM O 3462 2009 ATL13002.4 FL 16305-R4 Page 1 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 ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, 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 GlassMaster® 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 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. 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) StormMaster® Shake Dangerfield) StormMasterO Slate Ardmore) ATL13002.4 ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. FL 16305-R4 2of9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy 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 GlassMaster® 30 & Basic Wind Speed (V Al): Tough -Master® 20 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 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. 36" 4 Nails 12" 1 VT Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattem (Non-HVHZ only) 30' Nails 12" - ' 4 IT —+--12" T 12"--- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL113002.4 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-AMT" Architectural Basic Wind Speed (Vun): Basic Wind Speed (V.sa): 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. 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 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. Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) W: Figure 4. Pro -LAM""' Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305•114 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, 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 Pinnacle® Pristine & Basic Wind Speed (V,n,): StormMasterO Shake Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 1,1 1. W IUY 000C10 C OOOol rlr_ 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. 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. 212W 121trnr r _l f G C]aC: GOO C) C_: — ..• i 7 f=Jl_ OIOC-0 C:1000J- c1-C Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattem (Non-HVHZ only) bW w1120+ a~aM rep Owm I o mw W ft" 1• 1 V2' 1• gi 00000007MMCa00M9MMC,0e 0 0 cm 0 00 0 0 0 0 0 0' c Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002A 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 StormMaster® Slate Basic Wind Speed (Vw): 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'4 Nail Pattern' or "6 Nail Pattern" detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern Figure 8. StormMaster@ Slate 6 Nail Pattern ATI-13002.4 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, LLC Pro -Cut® Starter Strip Basic Wind Speed (VAj): 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 in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. c u- w 0 0 Figure 9. Pro -Cut® 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 -Cut® Hip & Ridge Basic Wind Speed (Vet): Max 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vesd): Max. 150 mph Deck (HVHZ): 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. Deck (Non-HVHZ): In accordance with FBC requirements: Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. t 12 ga. 1-1/2" ring shank nail i t• i 12" i 6" Ll i i Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 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 ATLAS ROOFING CORPORATION Asphalt Shingles LIMITATIONS 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 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 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. SPAY rR rip191" E NSF FiS'' No 74021 9 STATE OF CERTIFICATION OF INDEPENDENCE 2015.06.2 1h. 9 12:55:48 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 ATL13002.4 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. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION (2014) 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 Issued June 29, 2015 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5. 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02.01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02.01 Rev 1 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116.02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138.02-011 Rev 1 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169.02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM 0 3462 2009 ATL13002.4 FL 16305-R4 Page 1 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 repon is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein 0 CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRO Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 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 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. 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) StormMasterO 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® 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. ATL13002.4 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 GlassMaster® 30 & Basic Wind Speed (Vu,): 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'4 Nail Pattern" or "6 Nail Pattern" detailed below. 36' Nails 12- —'i~ 12'--- Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) M. Nails 12' . ? 12" 12"—•-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, 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-AMT" 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. 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. 303W M. ua u.aoaw"a Omn MW 1) Ur r ryP O O M O O i O O Ci O 0 0 0 O Mn 14- 6' 6 W' I I Figure 3. ProLAMTM" Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 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, 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 Pinnacle® Pristine & Basic Wind Speed (Vint) StormMaster(D Shake Basic Wind Speed (V,rgi): 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. Figure S. Pinnacle® Pristine and StormMasterO Shake 4 Nail Pattern (Non-HVHZ only) vn n w oeiwwd "ny wrt na 01 CI1 'Rq rW CFI OOOOO000 1 GOUOOC)t OOO Ua N• OOOOOOOO f_lOC d)cm=0r 0000 I-- — s rs• vI L Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern AT1.13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notiy 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 StormMaster® Slate Basic Wind Speed (Vu„): Basic Wind Speed (V„a): 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'4 Nail Pattern" or "6 Nail Pattern' detailed below. Figure 7. StormMaster(b Slate 4 Nail Pattern a T 9' Figure 8. StormMaster® Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation repon is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy 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 (Vut): 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 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. 3. 10• r f V. r/ Figure 9. Pro -Cut® 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 (or 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 Pro -Cut® Hip & Ridge Basic Wind Speed (VA„): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (V,sd): Max. 150 mph Deck (HVHZ): 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. Deck (Non-HVHZ): 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. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12" .. I 1 12 ga. 1-1/2" ring I shank nailI / LI 1 I Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 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 (hat are not specifically addressed herein. 0 CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 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 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 614320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. oPAY I R I III '' iA.9 '•, No 74021 S trz STATE OF ? 10,,n •,r OR`OP;NJ. III111 CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 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 ATL13002.4 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. Florida Building Code Online Unicker 0,uj Page I of 1 Business & Professional Regulation r9 FW&0eWwtd OCIS Home ! Lop In I User Registration i Hot TOPICS Submit Surcharge ! Stats f! Facts ! Publications; ! FEC Stall ! SCIS Site Map ! sinks Search Busines( Product ApprovalProfessinal ®USER: Public User Regulation PredL=_ AoerevM Menu > Ptod w•t Or Aoolkatbn Enereh > Ap011WtlOn Ust- Search Criteria Code Version 2014 FLk 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 HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ter De....l w _ awwll.elwna Lit`•• -_ Tvoe Manufacturer Validated By Status FL15216-R2 Revision interWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments Approved by DEPR. AOpOvals by uwK snag do revieweo artu rauusu by the PCK &"Or site ronLa-* Ls :: 1410 Herth Monte! greed TaneMssee FL 32399 Phone: ILSO-487-1824 The Slate of Florida Is an AA/EEO employer. r,.w....ntir 2007-2013 gad of Flat$".:: Ptivacv Statement :: &019ni1U11111=11l^I :: Refund Statement Under Florida taw, email addresses are public retards. It you do not want your a -man address released in response to a public -records request. do not send electronic To to this entity. Instead, contact the olrtce by prime or by traditional mail. If you have any 4ulSUOnS, please Contact ESO.4E7.1395 *Pursuant to Section 4SS.27S(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 email% provided may be used for official Communication with the IkensN. However email addresses are public record. if you do r-A wish n supply a personal address, pease provide the Department with an email address whkh can be made available to the determinepublic. To determine If you are a liconseo under Chapter 4SS, F.S., please click b=. Product Approval Accepts: latiw! [a 0 121 CrcdltfAr& https:// www.floridabLiilding.org/pr/pr_app_ist.aspx 7/20/2015 Florida Building Code Online Page l of 2 1 . Business : Professional FbWa Depmmd Sets Home I Loa In I use. aea.Stration I Hot TapKs I sutkmt Sumharoe I Sots a Fans 1 Publications I Fee Stan I eels sito nap I unks I search I Busines Professial ®Product Approval usep: Public user Regulation Preaurt Anereyal Mnnu > PIOYuR OI Aeotlration Starch a ApewAtlon List > Application OeUll FL p FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap,Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)94S-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevich, PE Wj Validation Checklist - Hardcopy Received Certificate of Independence EUS216 R2 COI 2015 01 CO!-Nleminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1.507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 Tl S07.8 https://wwxv.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL X Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Installation Instructions FI I S216 R2 11 201S 04 FINAL ER 1NTERWRAP RHINOROOF FL15216- R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports F115216 R2 AE 201S 04 FINAL ER IMTERWRAP RHINOROOF FLI5216- R2.odf Created by Independent Third Party: Yes 0ar9t NC=t Contactj :: 1940 North brie Street. Tallahassee 22399 Plane: ASO-487.1E24 The State of Florida Is an AA/EEO employer. Comidaht 2002.2011 oats of florlda.:: prlva[y eta_tement .: ACtMSIbl11tV Sttemem ::Refund Statement Under Florida law, email addresses are public records. If you 60 not want Your e-mail address released in response to a Welk -records repu9st, do not send electronic man to this entity. Instead, contact the ortko by phone or by traditional mall. If you have any euestbrls, please contact 850.407.139S. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must Provide the Department with an ettinl ,address If they have one. The emads provided may be used for official anwhun cation with the ficensee. However email addtettes are public record. If you do not wish to supply a personal address, Please provide the Oepartdbm with an enan address which can be made available to the public To determine if you are a licensee under Chiiater 4SS, F.S., Please dick b=. Product Approval ACcepta: 090NE ntvrily? U'rutCv' https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 7/20/2015 TTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140S10.02.12-R2 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S SCOPE: 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments 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, or provisions 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 or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed 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 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 IL C'yMO-91H % i,,t •'• . 0:: •l'`' The lauimEe seal appearing was euthorited bV Robert NI•minen, P.LwOA/22/20u. This does not serve as an•1•ctronkallyslpned t document. S*ned, sealed hardcopies haw been uammined to the Product Approval Admidatrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. 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 product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, 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. TRINITY I 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: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 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 2507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date 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 multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type 1 or Type li 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 TrinityJERD 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 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 OPTIONS Underlayment Asphalt Nail -On Tile foam -On Tile Metal Wood Shakes Slate or Shingles & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes I No 5.6 Exposure Limitations: S.6.1 Rhinoltoof 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 D4869, Type II underlayments in FBC Sections 1S07 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2:04/27/201S Page 2 of 3 UTRINITYIERD 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. 6.4 RhlnoRoof U20: 6.4.1 fasteners: 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 HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 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 Double Laver: 2:12 < Roof Slope < 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. H. 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 Certificate of Authorlrotion #9503 FLIS216-RZ Revision 2: 04/27/2015 Page 3 of 3 QOTRINITY EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ojAuthorirotion #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 0647E PHONE: (203) 262-924S FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance:02/17/2012 Revision 2: 04/27/2015 SCOPE: 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 Stitt Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments 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, or provisions 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 or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed 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 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 Ja j^tmrr,y' 1 o.P`ceaa •e•s. I F•y. .4: by Robert NtemineNle1.-; The facsim0e seal appeatbtg.85 authorited P.L on 04/27/201S. This does not tern as an electronlully signed document. Signed, seated hardcoplea have been transmitted to the Product Approval Admialsiratol and to the named dent CERTIFKATION OF INDEPENDENCE: 1. TrinitylERD does not have, not does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. 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 product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, 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. TRINITYJERD 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 Properties Standard Year 1507.2.3, 1507.5.3, 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 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference 2= ITS(TST1509) Physical Properties 10OS39395C04006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ•006 03/14/2014 ITS (QUA3673) 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 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: S.1 This is a building code evaluation. Neither Trinity IERD 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. S.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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. S.S Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof 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 0226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R2 Certificate o/Authorizotion a9SO3 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 QOTRINITY I 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. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: 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 HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slone > 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 Double Laver, 2:12 < Roof Slope < 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 CIA 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 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certificate o/Authorizotion 119503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 02111/2015 13:41 U0 P.0021004 MIAMI-DADS COUNTYMI® PRODUCT CONTROL SECTIONe 11lO5SW 26 Sueet. Room 20s DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RM) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (7U)313-2590 F (786)113-2S99 NOTICE OF ACCEPTANCE (NOA) t=.m11m1d*de.QOV1rcanomY Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksoovllle, FL 32219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 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 whom allowed by the Authority Having Jurisdiction (AHJ). 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 Areas other than Miami Dede County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner. the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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 affecting the performance of this product. T$ RMINATION 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 shall 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 S. Callao. R.A. V NOA No.: MOO14.09 74ExpirationDate: 04/l5/19 Approval Data: 01/23/l4 Page I of 3 021111201 S 13:42 ffAIO P.0031004 ROOFING ASSEMBLY APPROVAL Category: Rooting Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR 1ABE11 1sD BY APPLICANT: Manufactured by Test Product Aanliant Dimeasioae Snecit7cadoas Deserintlen Weather Vent Vent : 4- K" x 19" x 46" TAS 100 Galvanized maul roof vent Deck flame: 24" x 52" Thickness: 0.0211 inch: - • _ MANUFACTUPMG LOCATION 1. Jacksonville, FL LVmENCE SUBMITTl1;D Teat Aeeaev Teat Identifier Test Nameffl"ort Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC 132 SEM-0274" I 01/07/14 APPROVZD APPLICATIONS: Deck Type: Wood Deck Description: "13j' 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 tines 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 rear 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-y" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all mils and vent flange with an approved ASTM D 4596 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.. 13-0814.08 Expiration Dab: 04/1S/19 Approval Date: 01/23/14 Page 2 of 3 FA 02111/2015 13:43 M P.004/004 LEmrrATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturees current published application instructions and the requirements set forth in the applicable building code. 3. Ibis acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights grcater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building 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 Identiflable 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 Seal as shown below: DRAWINGS o • ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 Florida Building Code Online UnS P C Te Page i of 3 YY-I DpF7 yDlL 3 N-neca, Q.Sf plrltlDL: LLlD,:P L`.f l fAARAIDpIQl ll. I4 OQS Home Lag n User Registration O I Busines Iv Professi lai ®Product Approval USER: PuDUc User Regulation ftouct Aoormral Menu > Droduct at Anollcalien search > Apoheatlon Ust > Application peUll FL # FL2197-RS 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 1451S North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwentomil.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Email 14SIS North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 85t-7480 dwertomii.com Quality Assurance Representative David Wert Address/Phone/Small 1451S North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity CC 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 Fl 2197 R5 COI Certificate of Independence for Evaluation.odf Referenced Standard and Year (of Standard) Standard Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 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 >x I Model, Number or Name Description 2197.1 M18SHS 18 ga. super high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS 11 InstallattonESR-1988 Aori12011.odf 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 FL2197 RS AE ESR-1988.odf for the Florida Building Code 2197.2 MII 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS If InstallatlonESR-1311 Nov2011.odf 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-1311 Supplemental EL219, R5 AF E-131].0d for the Florida Building Code 2197.3 MT18HS 18 ga. high strength truss Connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL2197 RS 1l InstallaUonESR-i988 At)r1120I i,ndf' 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 FL2197 RS AE ESR-1988.odf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 II InstallatlonESR-1988 Aor112011.odf 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-19SB Supplemental FL2197 RS AE ESR-i988.odf for the Florida Building Code 2197.5 IMT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS ll lnstallatlonESR-1311 Nov2011.odf 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-1311 Supplemental FL2197 RS AE ESR-1311.odf for the Florida Building Code. Oadr :ra Contact Us :: 1440 North Marro Street. 7aaahasaee FL 32'199 Phone: 850,4117,111124 The State of Florida is an ANEW employer. raa.rtoht 2007-201S Suite of Florida.:: Privacy Statement ::'AteesslhNb Statement :: Refund Statement Under Florida law, email addresses are pYElk: records. If you do not v,am your e-mail address released in response to a pu01k-records request, do not send electronic mall to this entity. Instead, contact the olfke by phone or by traditional mall. If you have any questions, please contact 850.407.1395. -Pursuant to Section 4SS.275(l ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for oRKul ca knumication 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 ran be made available to the public. To determine if you am a licensee under Chapter ass, F.S., please dick b=. roduct Approval Accepts: in =l https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wG EV XQwtDgvrTExd/D2bbkf... 7/20/2015 Florida Building Code Online Page 3 of 3 Cre 5br E' https://www.floridabuilding.org/prlpr_app_4tl.aspx?param=wGEV XQwtDgvrTEx%2bbkf ... 7/20/2015 Excerpt from /CC -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 ANSUTPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. Excerpt from ICC-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. 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: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC 'ICC ICC c PMG L1STE0 Look for the trusted marks of Conformity) 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" FGL= A Subsidiary of [ooE aOGC ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any ocher 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, LLC, express or implied as I to any finding or other matter in this report, or as to any product covered by the report. ^ smCOMMAM Copyright O 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 63-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MiTek* TRUSS CONNECTOR PLATES: M-16, MII 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 Code* (IBC) 2012. 2009, 2006 International Residential Code* (IRC) 2013 Abu Dhabi Intemational Building Code (ADIBC)t tThe A018C is based on the 2009 IBC. 2009 IBC code Sections referenced In this report are the same sections in the AD18C. 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 MiTek* M-16 and MII 16: Model M-16 and Model MI 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 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 Oat 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 1 t/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek* M-20 and MII 20: Model M-20 and Model MII 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 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 1 of this report for details. 3.3 MiTek* M-20 HS, MII 20 HS, and MT20HS1°: Models M-20 HS, Mil 20 HS, and MT20HST1e 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 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating '/44nch-by-l-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 0.334nch-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-E5 Evaluation Heparts are not to be construed as representing avthetics or any other attribute' not speclfkally addressed. nor are they to he construed as an endorsement of the subject of the report or a recommendation for Its use. There is no evarronly by ICC Evoluauon Service. IJ.C, express or implied, as to ony fitdtng or other natter in this report, or as to any product covered by the report 6",-'". Copyright 0 2015 Page ;,of 6 ESR-1311 j Most Widely Accepted and Trusted Page 2 of 6 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. 6.4 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 MiTeke 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® 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 20061RC) is also required. 5.0 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: 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. 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, 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 MiTek® 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. 6.6 All lumber used in the fabrication of trusses using MiTeke 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 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. 5.7 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 MiTek° 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 MiTek* 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 MiTek* Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mill 16 Douglas fir -larch 0.5 176 121 137 126 Hem4ir 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 1B0 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, Mil 20 HS and MT20HS Douglas fir4arch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 1L:jSouthernpine0.55 187 143 138 1 For SI: tlblin' = 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 = 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 Mil 20 M-20 HS, MII 20HS AND MT20HS Efficiency Pounds/InchlPair 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 ® 00 0.70 2012 0.50 880 0.59 1505 Tension ® 900 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation (see Section 5.4.9 (e)j Maximum Net Section Occurs over the Joint' Tension @ 00 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 0.43 761 Shear® 301 0.61 1173 0.63 738 0.61 1085 Shear ® 600 0.73 1402 0.79 936 0.67 1184 Shear ® W 0.55 1055 0.55 645 0.45 792 Shear ® 1200 0.48 914 0.42 490 0.34 608 Shear ®1500 0.35 672 0.46 544 0.3 537 For SI: 1 Ib/inch = 0.175 N/mm, 1 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. 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 1 Most Widely Accepted and Trusted Page 4 of 5 0 3W 016w s 4 mm 4 1 mm o-o-o o a oQoo ooaoa o°o°a°o°a ooao FF o o oa o oo oo00 00 0 I- WIDTH M- 16, M1116 0125, 0 2sw 0125, 3 2 mrn 6 A mm 3 2 mn 0000000000 0000000000 00000000000 10000000090 60000000000 00000000000 11 0 421' f08mm H 0 393r 03mm 1 M- 201 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MREK CONNECTOR PLATES (In Inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of 5 0.126• 0.2W 0 5W 0 3w 3 2}m{m 66'{mm 7 mm 93 mm jj--tU=t----, 12 T1 1 { 0o A ODD Do 000 000 10D0 0D0 000 J T- D00 000 Ong I0D0 0D0 000 000 ova ono WIDTH M- 20 HS, MII 20 HS, 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. www.icc-es.om 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the /ntemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—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: MiTeke 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 code: 2010 Calilomia Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Wee truss connector plates M-16. MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTM, 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 !ntemational Building Codes 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. ICC-CS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not speclftcally addressed. nor are they to be cuwuued gam, as an endorsement of the subject ofthe report or a recommendation for Its use. ?'hen is no warranty by ICC Evaluation Service. I.I.C. express or mtpltelit as i Eal\1 to tray finding or other matter to this report, or as to any product covered by the report. Copynght 0 2015 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MiTek®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 MiTee Truss Connector Plates M-16. MII 16, M-20, Mil 20, M-20 HS, MII 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 MiTek®Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 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 Codee (IBC).provisions noted in the master report. Use of the MiTeOTruss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, MII 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. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes nut specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a reconn endauon for its use. there is no trarranty by ICC Evaluation Service. 1J.C, eip vss or /npiled, as im to airy finding or other natter in this report. or as to airy product covered by the report biz Copyright 0 2015 Page 1 of t DIVISION: 06 00 00—WO6D, 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: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC. ; ICC ICC c PMG LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC) Award in Excellence" A Subsidiary of ICC-F'S 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 m \\ recommendation for its use. There is no warranty by ICC Evaluation Service, ll.C, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.+ Copyright © 2015 ICC-ES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 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: MiTek* 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 Code* (IBC) 2012, 2009, 2006 International Residential Code* (IRC) 2013 Abu Dhabi Intemational Building Code (ADIBC)t The ADIBC Is based on the 200918C. 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 MiTek* M-16 and MII 16: Model M-16 and Model MII 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 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek* M-20 and MII 20: Model M-20 and Model Mil 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 1 of this report for details. 3.3 MiTekm M-20 HS, Mil 20 HS, and MT20HS"": Models M-20 HS, MII 20 HS, and MT20HSTe 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 0.254nch-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 0.334nch-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, ICCa:S Evaluation Reports are not to be construed at representing oesthencs or any other attributes nor specW411y addressed, nor are they to be construed aasanendorsementofthesubjectojthereportorurecommendationforitsuse. There is no Iwrranry by ICC hvoluution Service, LI.C, express or implied, as to onyp"ng or other matter In this report, or as to any product covered by the report. ;6 '63 Copyright 0 2015 Page 1 of 6 ESR-1311 1 Most Widely Accepted and Trusted Page 2 of 6 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. 6.4 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 MiTek® 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® 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. 5.0 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. 6.2 Each application for a building permit, using these metal truss connector plates, must be aocompanied 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, 6.5 6.6 5.7 6.8 fabrication, quality assuranoe 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 MiTek® 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 ANSUTPI 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. Metal truss connector plates must be installed in pairs, on opposite faces. of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. MiTek® 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 6A 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 MiTek® 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 MiTek° Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/ln'/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND Mil 16 Douglas fir -larch 0.5 176 121 137 126 Hem-flr 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 MII 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 0.55 249 190 164 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 146 108 107 103 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. 2AA = 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 Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Poundslinch/Palr of Connector Plates Efficiency I Poundslinch/Pair of Connector Plates Efficiency Pounds/InchlPair 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 ® W 0.36 1013 0.47 820 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 cQ 00 0.68 1945 0.62 1091 0.67 1716 Tension ® 90° 0.30 849 0.48 841 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 ® 60° 0.73 1402 0.79 936 0.67 1184 Shear ® 900 0.55 1055 0.55 645 0.45 792 Shear® 120° 0.48 914 0.42 490 0.34 608 Shear® 15W 0.35 672 0.46 544 0.3 537 For SI: 1 Inch = 0.175 N/mm, Cinch = 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. 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. ESR4311 I Most Widely Aocepted and Trusted Page 4 of 6 0 3w, 0 for 64mm 4lmrt o-o-o a o 000000000 oooooo0oa 0 00000000 oa000 I M- 16, M1116 0125, 0 25V 0 125, 32mot 04mm 32mm 0000Da0000 0000000000 0.42r IGamm H 0389, 3mm 1 M-209 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES ( In Inches) ESR4311 1 Most Widely Accepted and Trusted Page 6 of 6 0.125' 0 25W 0.500' 0 36V 3.2++m}}m 64m}}m 9``3mm127mm T ._ I o0 000 000 Do 000 000 000 000 000 r- 000 000 000 J goo 000 00o 000 000 000 WDTH M-20 HS, Mil 20 HS, 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. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mil.com EVALUATION SUBJECT: MiTek° TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSIM 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 MTeke truss connector plates M-16. MII 16. M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTM, 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 June 2015. ICC•F.S Evaluation Reports are not to be construed as representing oesihtacs or any other attributes not spectylcally addressed, nor arc they to be construed as an endorsement of the subject ofthe reporl or a recommendation for its use. There is no warranty by lCC F.roluat/an Service. UX. express or imphe4 as to anyfttdmg or other matter in this report or as to any product covered by the repair. w' Copyright 02015 Page 1 or 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.om 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 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: MiTeOTRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSIM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS"', 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 MiTek®Truss Connector Plates M-16, MII 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-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 Codem (IBC) provisions noted in the master report. Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HS"4 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. rCC-ES Evaluation Report are not to be construed as representing aesthetics or any other attributes not spectfleally addressed. nor are they to be construed at an endorsement of the subject of the report or a recommendation for its use. There Is no warranty by 1CC Evaluation Service, UC. esprms or Implieg as to any finding ar other maser in this report, or at to any product covered by the report ie ao` 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: MITEK® TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, MII 20, M-20 HS, M1120 HS AND MT20HSTM ICC ICC IMP, c PMG; CISTf.O. Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of Epp p Nq ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not ein 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 warranry by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in (his report, or as to any product covered by the report. Copyright 0 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 63-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: MiTeke 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 Code® (IBC) 2012. 2009, 2006 international Residential Codee (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the AOIBC. Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTeke M-16 and Mil 16: Model M-16 and Model MII 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 11/4minch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTeke M-20 and MI120: Model M-20 and Model MII 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 10.0005 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-inch4ong (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 MiTeke M-20 HS, Mil 20 HS, and MT20HSTM: Models M-20 HS, Mil 20 HS, and MT20HSTM metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 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 6.4 mm). Each slot has a 0.33-inch4ong (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-rS F.valuaion Reports are tat to be construed at representing aesthetics or any other attributes not spectrically addressed. nor are they to be construed to an eadorsemem of the subject of the report or a recommendation for its use. There is no warranty by ICC F.voluation Service. I.I.C. express or implied, as E 40 to airy finding or other matter in this report. or as to arty product covered by the report. 46= Copyright 0 2015 Page ;,of 6 ESR-1311 I Most Widely Accepted and Trusted Page 2 of 6 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 MiTeke 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 MiTeke 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. 5.0 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: 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. 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 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 MiTeke 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 MiTeke 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 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. 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 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, ANSI/TPI 1. 6.2 Manufacturers 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 MiTeke Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR4311 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin'/PLATE) LUMBER SPECIES SG AA I EA AE EE 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 Spnrce-pine-fir 0.42 197 1" 143 137 Southern pine 0.55 249 190 184 200 M-20 MS. Mil 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: 1lb/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. 2AA = 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 toad 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 Mil 20 M-20 MS. MII 20HS AND MT20HS Efficiency PoundsAnch/Pair of Connector Plates Efficiency I Pounds/Inch/Pair of Connector Plates Efficiency Poundsfinch/Palr 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 @ 900 0.36 1013 0.47 820 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 Join? Tension @ 00 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 0.43 761 Shear @ 30' 0.61 1173 0.63 738 0.61 1085 Shear @ 60' 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear 4§ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 Ibfinch = 0.175 N/mm, linch = 25.4 mm. NOTES: Mlnimum 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 tine 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 0.33W 0Ifir 4 mm 4 law M-169 M 1116 0 125- 0 25W 0.125- 32mm 64mmo 32mm 0000000000 0000000000 00000000000 r 00000000000 00000000000 00000000000 0.42r 1j08mmm 1 I M-20, M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In inches) ESR-1311 1 Most Widely Accepted and Trusted Page 5 of 6 0.12V 0.2W 0.9W o 303' 3.2mm 6.4mm 127mm 83mm 00 000 000 00 000 000 000 000 000 r- 000 000 000 I0o0 000 0D0 gDO 000 000 M-20 HS, MII 20 HS, 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. www.icc-es.orsl ( (800) 423-6587 1 (562) 699-O 43 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.mli.com EVALUATION SUBJECT: MiTekm 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 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, MII 20, M-20 HS, MII 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 Code® provisions described in the master evaluation reportand with Chapters 16, 16A. 17. 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. CC- FC Evaluation Reports are not to be construed as representing aesthetics or any other attributes not speNfically addressed. nor are they to be connnad as an endorsement of the subject of thereport or a recommendation jor its use. 7Vre is no warmmy by !CC Evaluation Service, Uc express or Implied at IN 40 to any finding or other matter in this report, or as to any product covered by the report. o.,... Copyright 0 2015 Page 1 of 1 IMES 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 Intemational Code Council® DIVISION: 06 00 00—WOOO, PLASTICS AND COMPOSITES Section: 0617 53—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: MiTek®TRUSS CONNECTOR PLATES: M46, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HST" 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HST", 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 MiTek°Truss Connector Plates M-16. MII 16. M-20, MII 20, M-20 HS, MII 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 MiTekeTruss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 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-hS ldraluanon Reports are not to be construed as representing aesthetics or ony other attributes not spec ycally addressed, nor are they to he caavrued as an endorsement of the subject of the report or a recomme elation fbr tis use. There is no worronty by ICC Eualumion Seriice, LIZ, express ar Implied as to any fldtng or other emiter in this report, or at to any product covered by the report._ Copyright 0 2015 P." 1 or 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: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSrm ICC - ICC ICC PMG LISTED Look for the trusted marks of Conformity 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of COK.m pe ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any otter attributes not e440 specifically addressed, nor are they to he construed as an endorsement of the subject of the report or a recommendation jot its use. There is no warranty by ICC Evaluation Service, I./.C, express orlied as Gimp to any finding or other matter in this report, or as to any product covered by the report.„ Copyright © 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.[cc-es.org 1 (800) 423-6587 I (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.mli.com EVALUATION SUBJECT: MiTek! TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, MII 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Code® (IBC) 2012, 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe A018C is based on the 2009 I8C. 200918C code sections referenced in this report are the some sections in the A018C. 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 3A MiTek! M-16 and Mil 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)]. ASTM A653 SS, Grade 40 steel, with a G60 galvanization coaling [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) tong, 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 MITeke M-20 and MII 20: Model M-20 and Model Mil 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 10.0005 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 1 of this report for details. 3.3 MiTek° M-20 HS, M1120 HS, and MT20HSTM: Models M-20 HS, MII 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/,-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 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•FS Swluauon Reports arc not to be construed as representing aesthetics or any wher attributes not spec y1cally addressed. nor are they to be construed as an endorsement of the subject ajrho report or a recommendation for its use. There is an warranty by ICC Evaluation Service. UC. express or Implied as to any finding or other matter in this report or as to any product covered by the report. Copytigts 0 2015 Pape 1 of 6 ESR-1311 1 Most Widely Accepted and Trusted 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. 6.4 Trusses must be assembled within the tolerances specified in ANSUTPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® 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® 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. 5.0 CONDITIONS OF USE The MiTek® 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 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. 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, fabrication, quality assurance and special inspection, refer to the applicable version of ANSIJTPI 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 MiTek® 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. 6.5 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 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 ANSIfrPI 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 MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the MA 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-1311).' ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT° (Ib/ln'/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND MII 16 Douglas fir -larch 0.5 176 121 137 126 Hem-flr 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 Nil 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, MII 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 Southem pine 0.55 187 143 138 150 For SI: 11brin7 = 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 FA = 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 (oiler 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 MII 16 M-20 AND MII 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Pounda/lnch/Pair of Connector Plates Efficiency Poundsllnch/Palr 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 @ 00 0.70 2012 0.50 880 0.59 1505 Tension @ 900 0.36 1013 0.47 820 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 0.66 1945 0.62 1091 0.67 1716 Tension @ W 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 00 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 0.79 936 0.67 1184 Shear ® W 0.55 1055 0.55 645 OAS 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ I W 0.35 672 0.46 W 0.3 537 For SI: 1 Inch = 0.175 N/mm, linch = 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. 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. ESR4311 I Most Widely Accepted and Trusted Page 4 of 6 0.330" 01w 64mm 41m 0a-0-0-00 00000 oaoo r o00000000 oaooa Iwcffl 11 M- 169 M1116 0126' 0 2w 0125• 32mm Gomm 32mm oo0oo00000 a0o0o00000 90000000000 1: 00000000000 00000000000 00000000000 MADiM I 0 42T 106mm H 0 36V 93mm n 1 M- 209 M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 1 Most Widely Accepted and Trusted Page 6 of 6 O 12V 0.450' 0.5W 0 36S 32mmm 6}4 }mm 127mm 93mm 00 boo 000 0o 000 000 01 m 00 000 000 r oo0 000 000 f 000 000 000 000 000 000 M-20 HS, MII 20 HS, 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. www.icc-es.om 1 (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14SIS NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTekm TRUSS CONNECTOR PLATES: M46, Mll 16, M-20, M1120, M-20 HS, MII 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 MiTek® truss connector plates M-16, Mil 16. M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTM, 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 June 2015. lrr: &4? Evaluation Reports are not to be construed as representing oesthetics or any other attributes nut speclTically addressed nor are they to be construed at mt endorsement of the subject ofthe report or a recommendation for its use. 77tere is no warranty by JCC Evaluation Service, U.C. express or implied, as to any finding or other matter In this report, or as to any product covered by the report. 464 Copydght 0 2015 Pegs 1 of 1 IMES 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 Intemational Code Council® 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 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek*TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTO 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek! Truss Connector Plates M-16, MII 16, M-20, MII 20. M-20 HS, MII 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 MiTeO Truss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 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 MiTeeTruss Connector Plates M-16, Mil 16. M-20, Mil 20. M-20 HS, MII 20 HS, and MT20HS"' has also been found to be in compliance with the High -Velocity Hurricane tone 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-ES L• twluation Reports are not to be cortttoed as representing aesthetics or any other attributes not specifically oildmued nor are they to be construed as an endorsentent of the sect ofthe report or a recommendation for its use. Mere is no ,varronty by ICC Evaluation Service, UZ. express or Implied as t to any finding or other matter to thb report or as to arty product covered by the report. Uma ^-s Copyright 0 2015 Pago 1 of 1 Florida Building Code Onlin AOC,' Page 1 of 2 Business Professional Regulation dim rA Delp l SaS Monts I tog In I User Registration i Not ToOkS Suhmt SurchaMe I Stats & FacLs PuttlkattorU PaC Staff I eCIS $l;o Map UnkS Search Bus nos , Pro#essi - al product Approval USER: Public User Regulation Product Approval Wnu > Pmdu[t or Aadk tMn SgUM > Application Iht > Application GtaR FL 0 FL1423941.3 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8Oyahoo.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 9; 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 12/31/2018 Validated By Ted Berman, PE Wi Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM 01761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect FL14239 R3 Ea Eoulv.odf https://www. floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/201S Date Validated 04/30/2015 Date Pending FBC Approval 05106/201S Date Approved 06/23/2015 Summary of Products FL r!! Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1' 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 NVHZ: Yes FL14239 R3 It Dwo.odf Approved for use outside MVN2: Yes Verified By: frank L Bennardo, 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 FL14 -39 R3 AE Eval.odP system. The required site -specific design pressure (demand) Created by Independent third Party: Yes shall be calculated by others for use with this design. CaAtd Us :: i94Henn Fjonm etmet Tallallatcee FL 1 1" /more- eStMaR7.1t/N The State of Florida is an AiyEEO employer: CAawdent 2007.261 i State of FleLma, :: PrW&ft Stateinen :: &gkn&jHXMAt== :: Btlund.51iUrhCGt Under tlodds low, email addresses are public records. ff you do not want your e•mau address released In response to a outYk•temr(1t reduest. do not sand e< enrohlc maa to this entity instead. ovum the office tad phone or by traditional telaa. If you have ant autumns, pbue contact, aSd.487.119S. 'pursuant to Seglon 4SS.27S11), FIWfda Statut4s, exadwO OCt*W I. 24t2, Ileenseei iloenfed Wrier Cnafdef 4SS, f.S. rMSt provide the pepartmefit withNi efrua9 addIms it they have one. The Smalls provided may be used for official aarrunWddalbn with the licensee. Mvraver efrtib addresses are pubtk reeafd. If you do not wish to supply a perwneri address. oloase provide the oepannrent with an ernip address which can be made available to the public. To deW ffdnie if you are a licensee under Chapw 4SS. F.S.. please dick baiL• Product Approval Accepts: a®®® ravuritrwi ounce, OEM https:// www. floridabui ld i ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 ft- BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS I CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE 1 MECHANICAL UNIT. L7 MECHANICKI. UNIT MUST BE W ' SQUARE OR RECTANGULAR. S N NO IRREGULAR SHAPES. 1 rmAx HOST STRUCTURE DESIGN / BY OTHERS SEE DESI SCHCDULES FOR ALLOWABLE SUBSTRATES MECHANICAL UNIT 7SLB MIN. WEIGHT. MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. l tCENTER OF SEE DESIGN SCHEDULE FOR GRAVITY •'' MAXIMUM SURFACE 7 AREA AND DESIGN PRESSURE. TYP. STEEL TIE -DOWN CUPS. SEE DETAIL 113 B 213 C,;, FOR CUP INFORMATION, TYP. MAX Alv 3* MAN TYP. 4,0L! 4h Twyp. 1 TIE -DOWN ISOMETRIC TYPE OF CUP AND MUMBeR OF CUPS 1 )• . )•q• ISOMETRIC PER CORNER WILL VARY PER CO.YNECTION TYPES CI to ON SHETT 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE HOLLOWING LYAPWU ILLUSTRATES THE MROG.UM*E USED TO DEMXPIIN! THE MAXIMUM AILOWA0IE ROOF -TOP IASULLAnOR NEIGIT, H. FOR ANY GRHLYMECHANICALUNITTHATCOMMMMSTOTHEDIMENSIONRE57NICItONSANDDESIGNCRITITUALISTEDHEREIN. SEE SHEETS 14S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER TEE INSTALLATION OF (1) MEOAMWAL UNIT WITH THE FOLLOWING OUTLVA- Wt.17D MPH. EXTOSURE TT 40' TALL K AM DEEP a AS' FU' WIDE, 100 LB (WEIGHT AS VFIED BY OTHERS) INSTALLED TO 3M PSI MINT CONCRETE WITH (1)•2- CAE AT EACH CORREA OF UNIT (TOTAL OF (A) CUPS) rnaJa. c vA..a-: PRDRDuA! STEP RESULT DETERMINE THEMm-xKTIORTYPE BASED ON W ON SHEER ICONNEmOM ) TARS INSTALLATION LL INTENDED FORA WAI•lA MFM, EXMSUR! W. THIS DESIGN r2IDETER•INE WHICH DESIGN SCHEDULE TABLE TOUSE CRITERIA CORPESPONDS TO TABLE S I jDEYEAMIMf LARGEST FACE AREA OF MECNAYICAL UNIT TO BE INSTALLED AB -.AB'• t6FT• THIS UNIT NEIGH OF 40' IS EQUAL TO THE MAXIMUM ALLOWABLE "EIGHT OF LAB'. TONOTE TARS PRODUCT A ROVAL ME LOW TO BE DOTALLED ON TOP A CAECA MAXIMUM UNIT HEIGHT RWMCnOH OF AH A/C STAND MAT II A NAXIMUN JO- TALL IFAN A/CSTAMO II (ITTLQtn. C1FeCI FO SEl7 THAT THE STMD ODES NOT EJIClED 30• DY MIGHT CHICK MINIMUM UXI WIOT R NIT IRA At' n SG TEATNN MIMMWNALLOWABIE WIDM 21' THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS TW WOR EQUAL TO 15 n. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON gOpFTOP HEIGHTS GREATER 6 DEIEPMtM! tNE ALLOWABLE ROOP•TO MEMM OF THE INSTALLATION THAN TAR AND LESS THAN 100 FT. SEE (-) ON TABLE S FOR THE HUM9UCAL vuuES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND THE BUILDING COD! FOR USE WITHIN AND OUTSIDE THE MID" VELOCITY "RICANE INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA I. CALCULATE THE ALLOWABLE ROOFTOP MEIG HTS CONSIDERS ASQ 7• ID SBC710F FOR R001 p;- HEIGHTS IN) 9960 n AND SECTION ».5 RDA ROOF TOP "DOM I B IWTM 21.A.1 FOR DISTAL41TONS AT GRAD! (GIlI-0.10 WITHIN THE M THE nE16NT5 LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING, THIS PRODUCE APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXINUM ) 0• TALL AFC STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DtSIGMED AND SHAIL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE B ASC! 7-10 THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE ME NIGH VELOCITY HUfWCANE ZONE. 2. NO 33.Vl% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN M THIS SYSTEM. 3. OESIGM IS BASED ON Cl ILNT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS M BMMLA, #TfUd?NM BY TESTING. EVALUATION LABORATORIES, INC.. NO SUOSTrnmanS WLiMOLFT RTITEM APPROVAL BY THIS ENGINEER SMALI BE PERMITTED. A, MAXIMUM. MINIMUM DIMENSIONS AND MINIMUM WEIGHTOF MECHANICAL UNIT SMALL CONFORM To SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPCLIFICATioNS ICLEAR SPACE, TONNAGE, ETC) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR S. FASTENeAS TO BE P 12 X l- OR GREATER SAE GRADE S UNLESS NOTED On•ERWISL TAPCONS REFERRED To HEREIN SMALL BE ITW BIDLDEX BRAND, CARBON STEEL. ONLY, INSTALLED TO 3000 PS) MIN CC RETE. SEE ANCNOII SCHEDULE FOR ANCHOR R UPp ENTS iIASTe4m SMALL HAVE APPROPRIATE CORROSION PROTECTION 6. ALL STEEL CUPS SHALL BE ASIM A283 STEEL (GRADED) WITH FV-33 KSI OR INCITER. ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION LYIM AM AP ROVPI COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. GSO-RATED COATING REQUIRED : ON ALL COASTAL INSTALLATIONS 7, ALL CONCRETE SPLyCIFTED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SMALL BE STlUCTURAL CDACRETE A' MIN. THICK AND SMALL HAVE YINDIJM COMPRESSIVE SMENNGTH OF 3000 PSI, UNLESS NOTED OTHERWISL B. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM OISSUGLAR MATERIALS TO PREVENT El[CMOLYSIS 9. ElECT1UCAL ni iO1RN, WMI N Rwll)RED, t0 B! D•3tfiNEDB INStALLED M OMDIS. 10. SSMALL 0•IFIIEDABYHE ORSITEtrinmGEDDESIOU E55 AND IS NO IINQUPOSED O1N THIS FERTIFICATION. E=FT AS exPRESSLY PROVIDED HEREIN. NO ADDSIOMAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I I. THE STSTEl1 DETAILED MEHIEIN IS GENERIC AND DOES NOT PRDVIDE INFORMATION FOR A S• LC nC SITE. FOR SITE MMOM04S DIFFERENT FROM ME CONDITIONS DETAILED MEREIR, A LtCEASEO ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC p0O1MENT5 FOR VSE UN CONRMNCIION w1M THIS DOCUMENT. 12. WATER - TIGHTNESS OF EXISTING MOST SUBSTRATE SMALL Be THE RILL RESPDNSIBILFTT OF ME 14STALUNG CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED Olt ALTERED WATERPROOFING MEMBRANE IS RESTORED A'M FABRtCATIOK AND INSTALLAr,DR OF STRLK.TURE PROPOSED NEAEIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATER•RCOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-11GMMESS SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING COMTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPA.YY THE VUI WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. t z gga4a4 y aa tiWS3C Nam; v tow! J A: w 3 z.a! 8 a _ ncFS E wed€ F_ z' a Z f f 15- 2378 L:a t ZWri = u Y S rc z,v • Y 3- MAX ) L I* CUPS TYP. 11CLIDS 1 • • - - r MAN -. , ` • 1 • 3- MAX TYP. \LL .f • •TYP. ilr ANCHOR SCHEDULE: " 1" CLIPS 2" CLIPS SUBSTRATE OESCIVTION 1),W14.O CAASON SHA ITw SUILDEX TA/CON, CONCREm iY.' RILLE4SCD TO 4• THICK MIN. CONCRETE. 3I4- H)N. 3WO PSI MIN.) EDGE DISTANCE, 311V MiH. SPACING TO ANY ADJACENT AMOMON. 1)• A 14 SAE GRADES AWWWM: ALUM' SHP" METAL SCREW TO MUI. ALUMINUM,/ROVIDE(S) THICK. PITCHES ESMIN. AST MIN. ALUMINUM) THREAD IAANE STEEL. 1)•S14 SAE GRADES 0. 12%1 MIN. SHEET METAL SCREW TO THICK, 33 KS] STEEL. PROVIDE (S) HIM. STEW PITCHES HIM. AST THREAD / ANC SNSSTRITE Dncnpw M° Z 2 t)-S/Ii-Q CARBON ITw SunDEX tA ODP pL' ONCRETE: 4- THICK P.M. 2):. wLL EMSED10 COMPEL!- Sli' MIN. / QW Iv I= PSI NON.) EDGE O/STATKE. 3?4• HIM. dl$ t AQMG TD AIR l ADIACENT AHCMM Qfn _ ALUMINUM. PUNZ" 1U SAE GAADE S SHEET METAL SCREWS TO Z; 1 N p 3 W(0. 12F THICK, A001•le ALUMINUM. PROVIDE (S) ITCMLS INM. PAST N C •, HIM. ALUM UM) 7HRlAD FAME p IN SIT- AD (2)-A11 SAE GAE S 0. 123- MIN. SHEET METAL SCREWS TO THICK. 33 KST STEEL, PROVIDE M P' HIM. SILEL) PITCHES MIN• PAST V THREAD PLANE Z T19. 1. EMBEDMENT AND COG! DL"TANCEEXCLUDES FINISHES, 11 AFM1G&L J = ENSURE. MINIMUM EDGE DISTANCE AS NOTED IN AIICIOR SCHULE ED. F 3 Cl CONNECTION TYPE C 1 3. SEE DETAILS ON SHEET 3 FOR ANL40AS ATTACHING TO MECHANICAL OMIT. Z f g CONNECTION TYPE C2 O = F 1 CUP • UTILIZE (1) AT EACH CORNEA FOR A TOTAL OF (A) PER UNIT CZ 1- CUP . VTILIZE (2) AT EACH CORNER FOR A TOTAL Of (91 PER UMT g M O z €: 2g t Lu 0sc UNIT WIDTH. 6' MAX 6- MAX Z N C CUP IP PAIR SPAC)NG-1. CUP OFFSET p.N i0 5 S Gi to T•' I 3'TYP MECMANIGLL e 14CIIP•CUP U.41T PER SPACING SEPARATE CERTIFICATION O EIA• ,S• E[ f CLIPS 3• ),( TIP. '. r CLIPS , j• rp( UTILIZE (A) CLIPS EA SIDE . llT i • • ; •m, Of UNIT FOR A a) PEA UNIT TOTALOfe i fit TYP. i Ip1fOQAA1lLCMV11<./ L 15- 2378 CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL H11 C3 Z- CUK - VRUZE (I) AT EACH CORaR FOR A TOTAL OF ULOOT- C4 2• CU$ • VnLIZE (2) AT EACH CORNER FOR A TOTAL OF L) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USCG AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT VTTUZE (2) 5 CUPS AT EACA CLMNER FOR A TOTAL OF (Y) CUPS PER UNIT. () J FOR ANY CUP LONGER THAN 10' 0 19, Y UTILIZE (5)•Al2 SAE 1 TYP, GRADE S SHEET METAL SCREWS, TYP, 0.068' THitx A!" A283 STEEL TYP. OO 7O 3)-812 SAE GRADE S SHEET METAL SCREWS U FOR CUPS UP TO S LONG. UTILIZE (5)-Al2 YJll••7777 Q O SHEET METAL SCREWS i O® FOR CUPS LONGER TNAN S'. TYP. 4' I HOLE, WITH O0!. ANOR FROM I' 0.75'ODU, INCHOR TYP OTHERMENSIONS SIM3AR) 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC r 0 0.072' CR 0 11 r THICK ASTM A283 STEEL TYP. ip N VJ 0 0.75 6 3)-A 12 SAE GRADE S SHEET METAL SCREWS e AUTILIZE FOR CUPS 4' LONG. 4)-012 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4% TNP. Y.'O HOLES, NOT TO BE USED FOR ANCHORS. TYP, FACTORY -MILLED Y*O HONES, o UTILIZE (1) OR (2) ANC49. 5.$ FROM r CLIP ANCHOR SCHEDULE. TYP 0.S0' 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSL 0.125' MIN THICKNESS. STEEL HOUSING UNITS SHALL BE ASTM A653 Fye33NSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299'). 0.068' THIO( ASTM 4283 STEEL CUP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASE GF CUP, NO SPACE PERMITTED, TYP. 3)-A112 SAE GRADE S SHEET METAL SCREWS FOR CLIPS UP TO S' LONG. UTILIZE. (S)-P 12 SHEET METAL SCREWS FOR CUPS LONGER THAN . PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE I Ki / (VARIES) 1" TIE --DOWN CLIP 3 ANCHOR DETAIL 3 3' . l'-W DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP MECHANICAL UNIT BY OTHERS, ALUMINUM HOUSING UNITS SMALL BE W63-T6 MIN, ALUMINUM SHEET WITH rty-30 ILSL 0.125 MIN. 7HICILNESS, STEEL HOUSING UNITS SMALL BE ASTM A653 Fye33KS1 MIN. STEEL GRADE 33, 22GA MIN. (t-0.0299'). O.D72' OR 0.11r THICK ASTM A263 STEEL CUP, TYP. BASE OF UN17 SMALL BE FLASH WITH BASE N OF CLIP, NO SPACE PERMITTED, TYP. 3)-412 SAE GRADE S SHEET METAL SCREWS FOR CLIPS 4' LONG UTILIZE (A)-E 12 SHEET METAL SCREWS FOR CUPS LONGER THAN 4'. PROVIDE (S) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TM. 1) OR (2)ANCHORS PER ANCHOR 3A' SCHEDULE I r ' SUBSTRATE PER ANCHOR SCHEDULE 2 TIE -DOWN CLIP a ANCHOR DETAIL 3 p t•-o' DETAILCLIPISDESIGNEDFORFULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. U a i Z0 a 0 ea z :t 8 ui F,O E Go } C 15-2378 TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY Il STRUCTURE IN THE HIGH VELOCITY HUPJUCANE ZONE-) ALLOWABLE ROOFTOP HEIGHT Lot TIE-OOWN COMFIGUMTON T PI I I MAXIMUM SURFACEAREAOF UNIT UNIT Cl C2 C4 UNET'S LARGEST HEIGHT ( WIDTH C3 FACE s 6 FP 24• MAX I tY MIN AT GRADE fN/A AT GAME s H s 20O F7 9FP 32-MART IV MIN N/A AT GRADE AT GRADE f NS60177 N1200FTAF1' ATGMDE HS200Fl ITS 30 FT AiGRAW HS40FT ATG(IADE HS20D FTC 9 fT' i 4B' MATT ' 24, MIN N/A _ '_ AT GRADE Al GRADE _N S 160 F1 .T 1ZFP WA AT GRACE AT GRADE_ H A 401T I N/A •ATGRAOE _ NT - AT GRACE15FT' N/A AT GRME N/A- AT GRADEIpFT` —• Y 2S FT' N/A _ • ATGRAD[ N/A i AT GRAO[ 6o FAAX 4a• MlroYjFT+ IUA N/A N/A 41 GRADE N%" 6 F1'_.-. N/A N%A A ATGMDE I THIS TABLE IS PERMISSIBLE 10 BE USED WIfI'IT4 THE HVHZ WHICH CONTAINS BROWNID AND MIAMFDADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY B STRUCTURE-1 ALLOWABLE ROOFTOP HEIGHT IHI TIE -DOWN CONFIGURATION 7Y E MAXIMUM SURFACE AREA OF UNIT 1 UNIT Cl C2 C3 CA UNITY LARGEST HEIGHT WIDTH l FACE 6 fT' 1 24' MAX 12' MIN N/A H s 2W FT AT GRADE 60R4Hs 1GDFT H s 200 FT 9FE" 32'MAX 1S MIN NIA I HSISFT i0 FT 4H1200 FT AT GRADE HS200 FT 4 FT' AT HS700 FT i HSIOOFT H5ZOO FT , 60Fl<NADE F11 6 FT' AT Ht200Fl HA40 FT If0Fl<H510DFl Hs200Fl 9FT 4B'MAX: 24'MiN II/A F11200FT AT GRADE 60 FT 411 IF SO FT NS200FT 12 TT' N/A l AT GRADE MIA 60 FT4H5200Fl H S 200 Fl 16 FT' NIA AT GRADE MIA H 2200 Fl 20 FT' 1 N/A AT GRADE N/A HS 200 FT 25 FT' 1 NIA N/A N/A HS30FT Gp FT4NSZODF_T 60-MAX 4W MIN AT GRADEDE30F1' p/A A.. NIA 60 FT. H S Fl 36 FP N/A NIA NIA AT GRADE AS AN E(AMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WISH LOCAL AUT140PJTV HAVING JURSDIM ION FOR THE APPLICAI UTY OF IHIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D 4z FOR USE WIN A IUSKC41-1,60111 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) FIlL Atl0W11BLE ROOF•T0 H0GM IH) B TIE4) 0WN CONFIGURATION ~- y$€ IWRIAQAREAOFUNITUNITCl 1 C2 C3 CA i9'CICS` • pr5 UNFMtA EST HEIGHT' WIDTH , l 4,, •• iF .F FACE 6 FTr 24- M _.a.12- MOT. f _ N/A AI GRADE AT GRADE 1 N S L Fl ,',,+ r( I W ! 6 9 FT' W MAX • IS- MIN 1 N/A AT GRADE N/A N S 30 FT 1-1 y m ggg = a 4F1' _ - - ( 1 ATGMDE HS2000 AT GRADE M2200 F1 &3 6FT' _ HS IS FT ATGMDE H%Mf W 7W 3k' it y FC' 4r MAX 24-MIN _ 11/A I AT GRADE AT GRADE 1 N_ SaDfl yu^ J 2 FT+ - N/A AT GRADE AT GRADE o ut 16 F1'- N/A AT GRADE _ MIA AT GRADE 1O p 20 R' N/A AT GRAD[ - N/T -I'AT GRADE 2S Fl,Fl, N/A _ N/A _ I1/A _ Ai GRADESW MAX AS- MIN 30 FT' ' ' I 1 N/A _ WA- N/A ATGMDE 36Fl+ _ N/A N/A NIA 4 ATGRA'm THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND V w MIAMFDADE COUNTIES, CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLIABRIT'f Z >; OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. if n TABLE 4 : Vult=170 MPH, EXPOSURE D O C! FOR USE WINA RISK CATEGORY II STRUCTURE-) Q 1 to E g ALLOWABLE ROOF -TOP HEIGHT M) --_- - S TE4> OWH CONFIGURATION TYPE 111 e Z MAXIMUM _ .- _ .. ~ i lil ri O SURFACE AREA OF UT UNIT Cl C2 C3 CA UNIT, IAAGE51 NFIGNIM WIDTH a b FACE : W AT GRADE 6 FT' 21'MAX ]2-MIN N/A I H5200Fl ?60Fl 4HS30Fl H5200FT m n 9 FP 32' MAX iS-MIN N/A AT GRADE N/A N 1200 FT 60 FT<N 5200 Fi, 4Fl, AT GRADE HS20DFT HS200TT H1200fT 60 FT S 100 FT, a¢a'•I ! 6F1' H!A H52ooFl .60Fl<H5200 FT IFs20DFl 1 c 9 FT' 48'MAX Ia'MIN N/A BDF114 Its 2110Fl AT GRADE N1200 FT 1{Uli itT A Af GRADE N/A H S ICO FT 32FirN/ 60FT 4H 1120 FT 911 pA 1 16 FT' N/A WA 60 H14OFF 60 FT 4 HS 700 FT HSZ 20 F1' - •• -.N/A. RAD • ATGE ' NIA 60 FT 4 H9200 FT AT GRADE mPWORPXRaIC.w/OOrJI 25F1' NIA H/A • NIA 60FT<H5200FT 15-2378 GO' MAR 49- MIN • . — • . • _—At GRADf Si.414t H rd 30 Fl, N/A N/A NIA 60 FT < H S SOD FT PAC! Bt5[R/TOJy 36 FI' ' , • •„/A ! _• • . NIA _ NIA AT GRADE AS AN EIOLMPLE, THIS TABLE G PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECX WITH LOCAL n 6 AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE-) r ALLOWABLEpoor-Top HETGHTIM) t TIE-OOWM COOVAIRAT10N TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl Q Q U UNIPStARGEST HEIGHT WIDTH iFACE 0 6FT' 2P MAX FT01YM0C )60 H1200FT NIROFT H1200FTfTFT! 9 FT' 132'MAS IS -MINI AT GRADE Nt200 FT Mt200Fl HS 200 FT AFT' I 14S200 FT H1200 FT H1200FT NS200 FT 6F1' 1 HSAOFlr60FT<H S20D FT ' N5200Fl NSI00Fl NS200 FT H S 20D FT9F1' Is.MAX2A' MIN AT GRADf r H S I00 FT N S 200 Fl60FT<NSBO FT H52W FT I 12 FT' AT GRADE HS200Fl 60 Nf AOFl FT. HS200FTi H920DF716FT' • N/A HS200FT HSISFl 60 N/A H1SODFT HSISFT 20 FT' I WA N $ 200 FT 60 FTH t 20D FT 25 Fr. WA HSAOFT 160Fl<HS200Rr-60_Fl<HS60FT ATGAADE HtI00FT f MAX60' FT' AB -MIN - ._ N/A II HSIS FT30ATGRADE 1. N t 200 FT 60 FI<H1ITFT I36FT' r N/A AT GRADE AT GRADE Hs200FT fO FT <NSBO Fi F s -.. TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 0 STRUCTURE') SURFACE AREA OF UNIT UNIT cl UNI7'SLARGEST HEIGHT WIDTH FACE 6 FT- 24- MAX 12' MIN I AT GRADE 9 FT' jr MAX IS' MIN N/A AFT' I Ht200 FT t 6FT' ATGRADE 160 FT 4HS180 9 FT' r Ar MAX 24- MIN I AT GRADE 12 FP H/A I 16 FP I N/A I 20 FTI MIA 2S FT' N/A AB' M0/ { - • r 30 FT' I I H/A i- — 36 FT, r r N/A — TABLE 7 : Vult=140 MPH, EXPOSURE D IFOII USE WITH A RISK CATEGORY 11 STRUCTURE-) SURFACEAREAOF VAR UNIT cl C2 C3 CA { UNIT'S LARGEST HEIGHT WIDTH FACE 6 FT' 24'MAX 12'MIN N/A H1200 F1 H130FT 60 FT.H5200 FT H9200FT ) 9 FT' 32'MAX• IS'MIN N/A H9200FT I60Fl<N1140 AT GRADE FT NS 200 FT A Ff' H1200 FT Hf 200 FT Hi 200 FT I 4H52ODFl SOFT60NS6FY, GRADtisiOO 60N1200 FT H3200F7 Hs200FT I FAT FI 9FP AY MAX 24'MIN ^ N/A HS200 FT HSISFT 60Fl< Ht200FT M120DFT N/ A Ht4OFl Nt20DFl ATGRADE12 FT, iOFT<H s 200 FT 60FT<N%SOFT I tsn' N/A 60Fl< NWt WRNt200 FT N/A 20 FP N/A .. ATGMOE AT GRADE Ht200Fl 60 FTN1100Fl 25FT' MIA AT 60FT< CMSD80FT N/A HS20DFT ' Or MAX 4-MIN _. - ... l H tAOFT30FT' N/A N/A N/A' 60 FT <H S 200 FT' AS AN EXAMPLE, THESE TABLES ARE PERMLSABIF TO BE USED WITHIN N/A N/A AT GRADE BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION N/A FOR THE APPLICANT LIFT OF THIS TABLE WIT MIN CERTAIN FLORIDA COUNTIES. 60 FT < 14 9 200 FT ALLOWABLE ROOF - TOP HEIGHT M) 71E-0OWN CONFIGURATION TYPE C I C3 CAR*: IJ M S 200 FF H S 20D Fl I H 1200 <Y P L: m9- 01 tt nI 'YU Gm H120pFl NfISFF 60ReNt200 FT Nf20D FF y H5200FT Hf20OFT HS200Fl y,N W` ui3Q Hf200Fl NS200FlIM5200FTrail4 t 3 A Da + MS4OF7 HS200Fl60Fl< HA20D FT N1200FI bW C3 r ..0 A N1200F1 60Fl< IIRS1W Fi HS200Fl I HS1SFl ATGRAOE HS200Fl Fl<Hs2oo r NS30 FT ATGRAOE Ni200Fl FT<Hs 200 FT U Z AT GRADE - i BADE AT GRADE N 3 200 FT d Fl < FT J Q 4T GRANN/A N520DFl N/A HS30R U a! ATGRADE 6OFT< MS200FFlit Zce €-2f I gti Z a m E 15- 2378 P• • •• ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT April 14. 2015 Application Number. FL #14239.1-R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report Is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for 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: PRODUCT EVALUATION DOCUMENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications% sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Ultimate test loading structural performance has been tested in accordance with.ASTMD1.761-88 test standards per test report(s) #TEL 01970387A and #TEL 019703876 by Test 1(lstories, Inc. Q3 . '','r• Arn'_ ."'O_ STRUCTURAL ENGINEERING CALCULATIONS RLOsed Lnglr eer's Seal Valid foi t 9_2 Structural engineering calculations have been prepared which es!V• evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Minimum Unit Weight Franan k 04 4. Maximum Allowable Unit Surface AreaHll1r 1"„ 5. Clip Configuration and Anchor Spacing 6. 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 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM WER-lou ENGINEERING 5XPRI SS 4/ 14/2015 BMP International — Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: 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). 160 SW 12T" AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM lgy2 DESCRIPTION AS FURNISHED: Lot 297, ' THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 t•hru 71, Public Records of Seminole County, Florida. • BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Ine'. ti U W O O a 14.971 D=90'09 22" R=25.00' L=39.34' C=35.40' CB=N 4405357" E 04, 14 PROPOSED - FINISHED SPOT CRADE ELEVATION PER DRAINAGE PLANS c'-- - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 25.0' PROPOSED CRADE PER CONSTRUCTION PLAN ++ 36.80' LOT.298 N 00010 44 " W 59.77' . l` LOT 297 36.80' 23.20, 25.20' 10' UTIL. I ESMT. 5.00' 5.00, LOT 296 d — — — — S 00a10'44" E 35.03' N LOT AREA LCu rLAIONS: LOT - 7.057 SO.FT. LMNG - 1.453 SO.FT. GARAGE - 477 SOFT. ENTRY - t44 LANAI - 400 BREEZEWAY- N/A SOFT. SOFT. SOFT. DRIVEWAY - 403 SOFT. ROCKY GROVE LANE 50' RIW) TRACT I UTILITY & ACCESS RI' P - 24 WALKWAY WALKWAYY - 68 IMPERVIOUS - 42.2 S00 - 4.0824.082 SD.FT. SOFT Z SO.FT. SOFT. R/W 1,454 APRON 110 BUILDING SETBACKS: SIDEWALK 805 FROM - 25' Soo 540 REAR - 15' SIDE - SO PROPOSED INFORMATION SHOWN AnEA 6,311 SIDE CORNER - 10' BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER DRIVEWAY SIDEWALK 513 873 CRUSEjVffEYETR-AS'COTT ASSOC, INC. - LAND SURVEYORS LEr NO - LEGEND - 5400E COLONUIL OR. ORLANDO, FL. 328Q7 (407)-277-3232 'FAX (407)-658-1438 P nAT PAL. POINT am LING morn' ' rIP. r1CLoIRON AK Rt TT WALPOINTOrERSKVC CWVA"t r. ME UMaOPSIOf n ODES #0 I' CERIUY MAT THIS rAVV LEE15 nit STANMROS Or PIGCIIL'E SET /GRIN Or ME FLOA" OOARO Or lit IROH two ICG roINT Or COMPOUND C RIVATVRC pNyESSpttK SU7601DRS AND MAPPM N CINPIER 501 AOMM MlaITSI1NRIL ODE PUMIAM 10 SECTION 472.024 rLORIGA STATUCS Cx CO ERT KRO CHT RAG RACHAL 2. IR111S4 EUM NISL VIEVID Y •SGNAIIRIE APO MGM RAI SGL, TMS SLI AIAP OR COPIES ME NO? VAU06 A18SOSLt. 1/Y LIL •/ILt /Sti NA. VI. r1ON-RAatAL VIIMSS roan 1 TMG SUII V IM PR HARED MV MU! YAAO1 WTWM MRN(SNED 10 ME SIRIYEIOR. THERE WY SE OM@ RCPWF O a RCC. PAL IAC. RECOVOICDPOINT O, oLEI1MING rolNr Of COIWOC[NM? CKC Pl1L CALCLLATCoKRNNO/rRtrCRC/1Ct 10NIR1dt OR EISDIENR 1HAr Ar1ECr DOS PRIDI 4. N0 M41f OLOI LO!'AI111 UMLfY 01M7lNRE t40N74 S CLNTMINE rF. MISHED rLOOR ELEVATION O. MIS WI O PI?OWD) roR 1NE SOLE Kr1OR OF MOW CID IMO W AND SNOAO NOT W RELIED UPON BY ANY MIDI ENMV NO lull L OSK DSL WILDING SMACK LIK a auva1OI15 SI(ONN M* WE LOCArm Or ONPROdumn IIERECN mmw Nor K USED 10 ffxw 51RUCT aO1INDIRI UNES R/v ESN?. RwNr-ar-VAJ EASMCNI oK LL EC/CMNRR oASC SWING 7 RED AIf 44=E AWWW MNM AIM ON /NE LINE SNOMH AS ARSE WAOM40 (aa) DRAIK DRAINAGE a [{LYAl10tfS; RE W POK 'A•MiE0,ON• MAMMAL CEOMM GAMW Or 191 UNLESS OPOtMISE NORM UTIL. UTtUrT CCOMDICA([ O AIR191OLAIM NA ISoO • CLSC. CHAIN DI MCCLIICC VOFG C/ o V000 MCC CONCRETE 1I NNE SGLE I- 1' . 2O'== DRAWN BY:' P.C. ro1Mr or CURVANRIC AIKNOCI A• OA1E. ORDER No. P.T. OIN't Or DCSCIUMION CERIIFIED BT: -•------ oett. n L RADIUSARCLENGTH PLOTPLANw-to-2017 1057-17 0 NI O GCNOR L • C1= 0DCAMNGNORTH rMIS BUILORIC/ PROPCRrr DOES. NOT LIE HT11RN THC CSTABLISHED 100 YEAR FLOOD PLANE AS PER 'F?RM' ZONE .11' N53 F. I 12117C 00 laELRsEDaorPUN os-Jl-soi FORMSOARD FOUNDATION/MAW. 08- 21-17 3508-17 M S. CRVS E1RE S 'L.D/ 4714 SUBD;JISION: f 1-40 6&QK E LOT: CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: '1, 1 -I Q L4 2 Documented Construction Value: S W I ! S MIXTURES Job Address: Ho LI OC Gy GRAVE LQVE- Historic District: Yes No Parcel CD: N,0#JV6 2k0WE * 4 —* 13 PIXT 2><S Residential g Commercial Type of Work: New Rr Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: . Email: Property Owner Information Name TA Y L-DK /YOI?Rl SOAl Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING 1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM.NIENCEMENT 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. 1 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 Shull be inscribed with the date of application and the code in effect its of that date: 5i° Edition (2014) Florida Building Code ltei•ise& June 30. 2015 Permit Application Q 0.9 3 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 compliance with all applicable laws regulating construe ion and zo Signature of Owner/Agent Date Signature of Co actor/Agent Dau Print Owner/Agent's Name Print Contractor/Agent's Name JStAN r'z Signature of Notary -State of Florida Date 111inature of Notary -State of Florida IDate= EXPIRES GEORGIA JUNE S. 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known'to 4 ue m0%` Produced ID Type of ID Produced ID 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised- June 30. 2013 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: W4, Documented Construction Value: S ' 6 Job Address: XIA) kf ir _ % J Historic District: Yes NoX Parcel ID: Residential0 Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move . Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Named ctt,-Phone: 40-1 V_pA9 -00 "I' l Street: oilo00 a a_ V ter r r ' ?.bo Resident'of property? :.J Q _ City, State Zip: • MQ L+ 1Qq—_ j, Contractor Information: Name 1'Y1 a _ l f -+ C ^^ ; s ^— Phone:• yoni gi a - sak oa Street: .` I 3 ^Q- .: cs r' IZ-'t, Fax:. 40-1 V a • '1111 City, State Zip:*, C) 'j 0,x a 6 rL_ State License. No.:- FC 70 qy Name: Street: City, St, Zip: ArchitectlEng! neer Information - Phone: Fax: E- mail: Bonding Company: Mortgage Lender: Address: Address: VARNING• TO.OWN LR: YOUR. FAILUItE.T:O. RECORD A N933CF.9F CONW. NCEME;fT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF 'COMMENCLMEIYT RECURDEU' AlYbl POSTED ON'TflE 108 SITE'8EF09E.THE FIRST INSPECTION, IF YOU INTEND To' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N61kit 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 inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. oo . ne i eti.0 h.:..e Ah*A with the date of aootication and the code In effect as of that date: 5°i Edition (2014) Florida Building Code e there may be additional restrictions applicable to this property that may be NOTICE: In addition to the requirements of this permit, 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. FS 7t3. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien LaWr requiredyoftheexecutedcontractis The Cityof Sanford requires payment of a plan review fee at the time of Permit nmtruaction value of the job at the time of submittal. in ordero calculate a plan review charge and will be considered the estimatedme the ermit is issued, toctattheti The actual construction value will be fit calculated harg d based -on the figufigure off thentICCeexecutedcontraction Table in tcexce d the actual construction value, accordance with local ordinance. credit will be applied to your permit fees when the'permit is issued. OWNER'S AFFIDAVIT: i certify that all of the foregoing information and zoning to and that all work will be done in compliance with all applicable laws regulating•constrac o Signature of Owner/Agent Date Print OwnedApht's Name signature of Notary State of Florida • Date sipratureofcontractor/Agent Date Print Co etodAgeat's N e r1 te aryPubl Ststeotflodda o ssuin a 0006980 tdy(o(nm fxplrlS Mar 2t, 2021 ar ap llrau llaGon+llbUryAun . Owner/A ent isg Fersottal(y ICnown'to Me or Contractor/Agent'is Produced ID personally Known to Me or Type of ID — Produced ID , Type of ID -_—. BELOW IS FOR OFFICE. USE. ONLY Perimits Required: Building Electrical Ivlechgnical Plumbing Gas .Roof Construction Type: Occupancy Use: Flood Zone: Min. Occupancy Load; # of Stories:- Total Sq Ft ofBldg: r der -I Plumbing - # of Firtu'res New Construction: Electric - # of Amps d ofHea s _ Fire Alarm Permit: Yes 0 No FIre:Sprinkle; Permit:.YesO No Q — __. _ ...:..... APPROVALS: ZOMNQ: ZTIILI'T1ES: WASTE WATER: . G: 'FIRE: BUILDING: ENGINEEP&I COMMENTS:- . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4 _ Job Address: qML Lrclle' L&-Qg P] Parcel ID: Historic District: Yes Nog Residentiaa Commercial L Type of Work: Newlo Addition Alteration Repair Dcmo Change of Use Move Description of Plan Review Contact Person: JA - 1,, -1 1 ,S I- Title: Phone: ` 0 - 5a0ot.( Faz:tVa- "3-385.3 Email: R11GC&vt, Property Owner Information 1 Name MPhone: Street: _ t Resident of property?: City, State corit actor Information Name L-7'1 , - thong: `-t0 Z- J 6 - Oc Street: C!)3TSLO f- Fax: 0- J3 City, State Zip:JQ.(k State License No.: Name: Street: City, St, Zip: Bonding Company: Address: ArchitectiEngineer 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: 516 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Applieation 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 vW11 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 tat work will be done in compliance with all applicable laws regulating construction and zo . Signature of Owner/Agent Date Print OwnedAgenl's Name Signature,of NotatyStnte of Florida Date c of Contractor/Agent CHERYL 0 AKERS MY COMMISSION * FF998962 EXPIRES June 05.2020 07 Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to:Me or Produced ID Type of ID Produced ID Type of ID BELOW I&FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMiVIENTS: BUILDING: Revised: June 30. 2015 Permit Application ufO utD.Irl1JJ1+IW) VoVdwwP.t 1 r•t.r [IIgWO.Y Ll/uw aGlI IrY f•l, v...+ rYp.Yra T _ w:. t• u, 11"te Do i. ly, Fair ..4••a. .:...;.., IY. 1..W.i0ajW fltPgn ON. Qy IDy VIOP" m. 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CC•• .4•Iw, VIYONnnw Revision JAN 1 g 2018 City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: 0 Building W Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: 19 Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals Building 4;r Z • 1 n , t 8 An lawr DESCRIPTION AS FURNISHED: Lot 297, THORNBROOKE -PHASE- 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 4.0A Rocky L,J4\ L A 00 M SET NAM 14596 D=90D09 22" R=25.00' — L=39.34' C=35.40' CB=N 44D5357" E LOT 298 N 00*10'44 " W 59.77' o. 7- ON I LOT 297 I 26.80' I I I 40.0' COV'0. CONC. 14.871 40.0' I J I 3.0,X3.0; AC PADS I TWO STORY RESIDENCE o F.F.-25.03' to I I I 14.971 o COV'D. I ad CONC. I I a ti I o.s' ION COV'0. BRICK N, 25.20 I G PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS IJ'— - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 25.0' P=PROPOSED GRADE PER CONSTRUCTION PLAN ++ I 26.80' I I REC. 1/2• I.R. 5.00' W LOT 296 5.00' BRICK DR. 10' UTILESIMT. SET (B.a.) 14596 D S 00*10'44 " E 35, 03' ROCKY GROVE LANE 50' R/W) TRACT I UTILITY & ACCESS R/W BUILDING SETBACKS: FRONT - 25' REAR < 15' SIDE 5.0' SIDE CORNER - 10' SET NEcO 14596 LVI LIVING U.)/ 1,453 JV.r 1. SOFT. GARAGE 477 SOFT. y 2tvoydv ENTRY - 144 LANAI - 400 BREEZEWAY- N/A DRIVEWAY - 403 SO.FT. SOFT. SQ.FT. SOFT. A/C PAD 24 SO.FT. WALKWAY 68 SQ.FT. IMPERVIOUS- 42.2 R 2.975 SOFT. SOD 4 082 SOFT. OFF LOT AREA,= R/W 1,454 SO.FT. APRON 110 SO.FT. SIDEWALK 805 SOFT. PROPOSED INFORMATION SHOWN AREA - 8.511 SQ.FT. BASED ON SUPPLIED PLAN DRIVEWAY - 513 SOFT. ANDOR INSTRUCTIONS PER SIDEWALK - 873 SOFT. CU NT(NOT FIELD VERIFlED) S00 - 4.622 SOFT. CRUSEXXEYL'R-SCOTT ASSOC, INC. - LAND SURVEYORS. LEGEND LLmOI 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P.O.L. POUR ON UWE Norm- IICALP. PION IPE rZt: PONT Or REVERSE CURVATIOK 1. THE UNOERSIOHED DOES HEREOF COMFY TINT THIS SURVEY MELTS IME STANnARDS OF PYMCIICE SET FORTH 6Y THE FLORICA EI RO OF I.R. IROM IIOD C.C. POUR tr COPOUND G9IVATNIE PRO SURMIOU AHD M*P01S IN CHAPTER SJ-17 FTAMID4 ADhdN1 11W CODE PLMMAT TO SECTION 472027, FLORIN STAKES CX CONCRETE 1QAIMEN7 RA0. RADIAL 2 UNLESS EMBOSSED DUN SVR1t1ORY MMTURE AND ORIQONL RAISED SEAL. THIS SURVEY MAP OR COPIES ME MOT VAUD. ' SET LR. 1/2, IJL /DLO 43% MR. NON -RADIAL 1 MIS SURVEY INNS PREPARED FROM ITILE RAOIIMAOON FURNISHED TO THE SURVEYOR. Tim IAAr BE OTMOP R67R1CIIONS REC. PO.O. RECOVERED POINT or OCGMRMO VA. VITN_SS POOR OR USEIEINR TINT AFTER THIS PROPERTY. 4. NO UNDERGROUND 50N) EIRNE HAW SEEN LOCATED UNLESS OINERRTSE SHOWN. PAC. t POINT LI CmOQNLSMCIRC[M[RL04C RpLCALCIRKFr, PC*MACALCU.ATEOCRMAICIT RCFQOCC MOMMOR 17MISIED FLIER O.EVArl0/ 0. THIS SURVEY IS PREPARED FOR THE SOIL BEN[N71 OF NOSE CERTIFIED 10 AND SHOULD NOT Bf RELIED UPON BY ANY OTHER LN1RY. H&D MAIL L DISK OSL OUIL04G SETOACK LINE a OIMNSIOMS SNOWN FOR INC LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED 10 ACCONSTRUCT BOUNDARY LINES. R/V RIOMT-OT-WAY A BENCHMARK 7. BEi RP" ARE MSEO ASSUMED (MnN AND ON THE UNE SHOW AS flISE SEARIW (B.B.) ESMT. EASEMENT 0'0' OASE " ING 0. ELVATIONS, r SHOW. ARE BASED ON WW94L OEOOEOC CATUM Or 1029, UNLESS OTHERWISE NOTED. DRAIILura. DRAINAGE urn.ITr 9. CE1RVK•Art o< ALRIpR7AT10N Na, uoa CL:C. CHAIN LINK FCiCC VDFC. C/o VOOD FENCE CtRCFETC SUM SCALE 1- 1' - 20'. DRAWN Or. ••• P.C. P.T. POINT Or t:URVAnaw POINT OF TAKE CY GERnnro BY., DATE ORDER No. - DESC. R OESCRIPTIDN RADIUS PLOT PLAN 03-10-2017 1057-17 CETOENGiN REVISED PLOT PLAN 05-31-2017 FORALOQARO FOUNDATION/ELEVS. 08-21-17 3506-17 CO. CHOD ocAaNG NORTH RHAL/ELEVS. 01-12-98 5968-17 THIS BUILDING/PROPERTY DOES. NOr UE NTIII/N ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM- l0 GRUSEN S. / 4711 ZONE (• MAP / 12117C 0055 F. jAM W. SCO R.LS 1 4801