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460 Red Rose Ln 17-2363; NEW SFHI -J34o3 COUNTY OF SEMINOLE IMPACT FEE STATEMENT Q d 4' 3-7 / ii'' STATEMENT NUMBER: 17100006 DATE: September 05, 2017BUILDINGAPPLICATION #: 17-10000633 / h fBUILDINGPERMITNUMBER: 17-10000633 UNIT ADDRESS: RED ROSE LN 460 21-19-30-510-0000-1520 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: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 460 RED ROSE IN / LOT 152 SFR DETACHED THORNBROOKE PH 4 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 .00FIRERESCUEN/A LIBRARY CO -WIDE ORD . 00 Single Family HoCOiWIDE ORD PARKS 54.00 1.000 dwl unit 54.00SCgleFamilyHou§iing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A .00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 REAT CEIVEDBY:-IV,\ Mi, SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RREESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT 1 NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES' MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABODE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THA REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROMTHEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 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 L AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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 ID Number:a/-19-30- 5,!e -0000- 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 BK 8965 P9 1515 (1P9s) CLERK'S A 2017078698 RECORDED 03/03/2017 03:22:15 PI1 RECORDING FEES $10.00 RECORDED BY tsmith 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. Description of property : LOT J o Legal Description : Thornbrooke Phase W, according to the plat thereof, as recorded in Plat Book It Page 1'-1/of the public records of Seminole County, Florida. Addresses : q&6 oud K° s-e L4 Sanford 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 S. Surety: N.A. 1. Lender: N.A. 3. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed Vr/.y / I1 Signature of Owner's Agent: "a Z hn Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wrig tt„wlto is rson ly known to me. Notary Public DA Clark My commission expires: 6/27/19 VF N 0 ' y Serial No. FF 209108 OLOQ C.G q SOP N' a oa°; pu Notary s`O1%;-0 a G OCgO` C.Oq O 0y CITY OF SANeRD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Ay 0,9 2017 l ~l - 7 (0 3 ApplicationNo: ASP• ocumented Construction Value: S 124 3"1^{ •" Job Address: Liw %12G 1 0w— Historic District: Yes No X Parcel ID: ;L(49-30- I0-0000- 15>-0 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: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da h neQ Permits PermitsPermits.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 t Contractor Information GName JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-0940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: Name: MAITLAND FL 32751 State License No.: CBC1257462 Architect/ Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. % Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has X 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application C. 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. J- 2,01 of Owner/Agent / Date TAYLOR MORRISON Of DA INC Print Owner/Agent's Name Signature of Notary -State oJA;16rjofa Datc S,4nature of Contractor/Agent Date JOHN ASA WR HT Print Contractr"'l t Signatur ary-Stale of Flonda Date A. CUO A. rL « 1,y rc\1:'w1S5inN b 'F 209108 rr. 'u.`t v CCMM1a=tCN A frf 1c "• ERPIi'ti 3: Jt:no zr, 2019 Owner/Agent is ( Pe Y y,pQt610'%% Contrac 1 t entaS l-f-St I eNsonall Known to Me orrona kaq ntyGeWelNot tyProducedIDN/A I' Produced ID QUA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ac Electrical® Mechanical o Plumbing' Gas Roof Construction Type: 43 Occupancy Use: R.3 Flood Zone: ACM,1%Kbb Total Sq Ft of Bldg: 7-%-13 Min. Occupancy Load: 17. # of Stories: New Construction: Electric - # of Amps 1 450 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No(? # of Heads APPROVALS: ZONING: 2Izl UTILITIES: I I ENGINEERING:V"tTG t'A-*ZPi1 FIRE: Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. 1—% Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF to• 3.0 Revised- June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # I'l - 23G'-2i 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: Jzo ruboos ` ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final E I P,UU,MBIN'G PERiVI'IT. 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 C CITY OF SANFORD 7 BUILDING & FIRE PREVENTION PERMIT APPLICATION r Application No: -- 7 3 (0 3 ocumented Construction Value: $ /3 Job Address: _ TidO a1a 126S2 Historic District: Yes No X Parcel ID: a-(19-30- 6/ 0-0000- 152.0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use' Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE_ LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 1.1II.0'- II '- II II 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: Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: MAITLAND FL 32751 Bonding Company: N/A Address: 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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. or Si ature of Owner/Agent Date SXnature of Contractor/Agent Date TAYLOR MORRISON .• DA INC JOHN ASA WR HT Print Owner/Agent's Name Print ContractoyA yr Signature of Notary -State or jGrjd'a Date Signatur ry-Sta(e of Florida Date 40YP&a¢ 1). A. CU%P.K D, A. CU K * r. 1AY CC>"ni5;i^N 9'rF M9108 165tCN 1 pf gtG6 riiPliii 3: Jdno 27.2019 Owner/Agent is YF P01wo", tcS,'[ s Contrac b t enfl--Yr S" tgr onaily Known to Me or Produced ID NIA '1'pan 2rn 15 1NauM Produced ID -NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: 0 g % -ZWASTEWATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Permit Application 111 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: 460 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-1520 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 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) OFFICIAL 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 W, the best available information used to determine the base flood elevation is: BP#17-2363 Reviewed by: Michael Cash, CFM Date: August 9, 2017 r0),,1 Application for Right -of -Way Use for Driveway, Walkway & Landscape 0R Department of Planning & Development Services1877 300 North Park Avenue. Sanford. Florida 32771viww.aanrordn.yov Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 16, VM"BwojW for 1-60'2-- C811b rtrobelow Callador. yeodl0, 1. Project Locatlon/Address: 00 P—ed k6 &z Q N f' 2. Proposed Activity: NsilDriveway Walkway Other. 3. Schedule of Work: Start Date cC oomplpletion Date Emergency Repairs 4. Brief Description of Work: jMlyl; v This application is submitted by: Properly Owner: Signature: Address: Isf gwazwt i L/ Phone: W-W" b Q4 0 Fax - Print Name: //7/WA. MAM160/V it W&S Maintenance Responsibilities/Indemnification Date: a' I-- 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 installatlon/ Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormroater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public rightof-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 -Amy to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requesters expense and. If necessary, file a lien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnity, and hold harmless the City, its counclipersons, 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 allomeys 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 Clys rightof-wdy. 1 have read and understand the above slatement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: a'2'i1 This permit shall be posted on the site during construction. Please call 407.688.5080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: aapwmwr caw ` ROW UN Dnvewdy pdr 40 REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Project Address: L4(,o P,'e- d A k- La #- c Building Permit M Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following- 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been.issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such. right. Also, in the event any third. party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the'system prior to pre -power. TUG approval Is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Te t gnature of owner/ t JURISDICTION ENVLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 4/20/07) 4 Print Name of Gen. Co for Xi. t2 gnature of Gen. C r I-t se'l2 s7yd2 Gen. Contractor License # IA m,11:4 Print Name of E. Contractor Signature of El. Contractor Ec ooco Eny El. Contractor License # b Prrgress Energy o Florida Power and Light on _/ •• :/ SCPA Parcel View: 21-19-30-510-0000-1520 http://parce idetai I.scpafl.orgIParcei Detai I I n fo.aspx?P l D=2119305100... ppprr vvv PropertyRecord Card 1PI-41- Parcel: 21-18-30510-0000-1520 Owner. TAYLOR MORRISON OF FL INC Property Address: 460 RED ROSE LN SANFORD, FL 32771 Parcel Information Parcel 21-19-30-510-0000-1520 Owner TAYLOR MORRISON OF FL INC Property Address 460 RED ROSE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNSROOKE PHASE 4 Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions UR35EkN 152 32 , 4 33.94 O 1 ti 150 149 1 h tp O h N O Seminole County GIS N Legal Description LOT 152 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes 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/Market Value •• 26,060 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 12.784 0 PSG Adj 0 0 0 ---- - -- Assessed Value--- 13.266 Tax Amount without SOH: $0.00 2016 Tex Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value I Exempt Values I Taxable Value County General Fund 13.266 0 s13,266 Schools 26.050 0 26.050 l City Sanford 13,266 , - 0 - - 13,266, SJWM(Saint Johns Water Management) 13.266 s0 13,266 County Bonds 13.266 0 13,266 Sales Description Data Book Page Amount Qualified VacAmp No Sales omparotde Sales 1 id Frontage Depth Units Units Price Lend Value 1 $26,050.00 $2 Building Information Permits Permit M DescApdon Agency Amount CO Data Permit Data 1 of 2 8/2/ 17, 3:29 PM LIMITED POWER OF ATTORNEY DATE: F' 2,! Z EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrotti EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 5 tky) rQ?.a FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : 156 SUBDIVISION: -' Cttafu. 1R1SQ-00Kj=-;- ADDRESS: Lf !a O ezd Qaw L PARCEL ID : L " ^ 30- 6-1 U - CoQo - / s AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SIQUOURE OF CONTRACTOR. STATE CERT. # CBC 1257462 CONTRACTOR' S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: I- DATE: —r 1 BY: JOHN ASA WRIGHT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Kimberly Carter My Commission # FF2 My Commission Expires NOTARY: SIG 29021 917/ 2O19 4TURF RY: NOTARY SEAL RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot152ThombrookeAmesburyAGLSE 4j((QD at,*- Builder Name: Taylor Morrison BUtLOiy Street: 4ad 95-bC' Permit Office: 2 SANECity, State, Zip: FL , A,ti,Jrvv( Owner: Permit Number: N /2 6 3 Jurisdiction: 691500 F"oDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) gRiMt: 1. New construction or existing New (From Plans) 9. Wall Types (1706.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=11.0 1423.30 ft2 b. Frame - Wood, Adjacent R=13.0 283.11 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5 Is this a worst case? No 10. Ceiling Types (1589.0 sqft.) Insulation Area a. Under Attic (Vented) R=30 0 1589.00 ft2 6. Conditioned floor area above grade (ft2) 1589 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(288.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 317.8 a. U-Factor: Dbl, U=0.34 240.11 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 48.00 fl' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13 Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.413 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems 8. Floor Types (1589.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1589.00 ft2 b. Conservation features EF: 0.950 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 45.76 Glass/Floor Area: 0.181 PASSTotalBaselineLoads: 51.85 1 hereby certify that the plans and specifications covered by Review of the plans and ST,q this calculation are in compliance with the Florida Energy specifications covered by this O gHE Code. Y.. calculation indicates compliance J., ._. with the Florida Energy Code. n,,,"." O PREPARED BY:;K Before construction is completedcc DATE: 7/1.0/1.7 _-__- this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COO J with the Florida Energy Code. WE OWNER/AGENT: _ 2-`7' 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. 7/10/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type- Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing. Comment: Lot 152ThornbrookeAmesbury Bedrooms: 3 User Conditioned Area: 1589 Total Stories- 1 1 Worst Case: No Taylor Morrison Rotate Angle. 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: FL , CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 Blockt 1589 14777.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1589 14777.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 152.5 ft 0 1589 ft' 0.54 0 0.46 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1771 ft' 390 ft' Medium 0.85 N 0.85 No 0 26.2 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1589 ft' Y N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1589 ft' 0.11 Wood 7/10/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 iT:7 i:i.Z iL! WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V #-Omt-_ To--Wall-Type- Space R_Value-Et_ln-_Et-In Area-R>Value_Eraction-Absor._Grade%_ 1 NE Exterior Concrete Block - Int Insul Main 11 62 0 9 4 578.7 ft2 0 0 0.6 0 2 SE Exterior Concrete Block - Int Insul Main 11 11 0 9 4 102.7 ft2 0 0 0.6 0 3 SW Exterior Concrete Block - Int Insul Main 11 49 6 9 4 462.0 ft' 0 0 0.6 0 4 NW Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0 5 Garage Frame - Wood Main 13 30 4 9 4 283.1 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Wood Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 031 78.1 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 2 NE 1 Vinyl Low-E Double Yes 0.34 031 28.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 3 SE 2 Vinyl Low-E Double Yes 0.34 0.31 4.0 ft' 6 ft 0 in 1 It 7 in Drapes/blinds None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.31 6.9 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 5 SW 3 Vinyl Low-E Double Yes 0.34 0.31 39.1 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 6 SW 3 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 7 NW 4 Vinyl Low-E Double Yes 0.34 0.31 39.1 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 8 NW 4 Vinyl Low-E Double Yes 0.58 0.32 48.0 ft' 8 ft 0 in 0 ft 0 in Drapes/blinds None 9 NW 4 Vinyl Low-E Double Yes 0.34 0.31 39.1 ft' 8 ft 0 in 0 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 1231.5 67.61 127.14 2157 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 7/10/2017 9.37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER- 15 34.2 kBlu/hr cfm 0.75 1 sys#1 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 Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS J --- Supply --- Return---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 317.8 ft Attic 79.45 ft Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingH Jan (j Feb HeatinJan Feb jj Mar X) Mar Apr r[ pr May [X] Jun jXj Jul May [ ] Jun [ ] Jul X AugX j j Au[ Se j j j Sep [ ] Oct Oct Nov X] Nov r , Dec Xj Dec Ventin Jan [ ]Feb llX] Mar l Apr [ l 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 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 10/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 I FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 88 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 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: FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - In( Insul, Exterior R=11.0 1423.30 ft' b. Frame - Wood, Adjacent R=13.0 28311 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a Under Attic (Vented) R=30 0 1589.00 ft' 1589 b. N/A R= ft' Area c. N/A R= ft' 240.11 ft' 11. Ducts R ft' a. Sup: Attic, Ret. Attic, AH: Garage 6 317.8 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 34.2 SEER 15.00 n' 13 Heating systems kBtu/hr Efficiency a Electric Heat Pump 32.8 HSPF:8.50 3.413 ft 0.312 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 158900 ft' b. N/A R= ft' c. N/A R= ft' 14. Hot water systems Cap: 50 gallonsa. Electric EF: 0 95 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: z'// Date: - -J- Z—/ Address of New Home: 14l 6Wede apuCQi.c. City/FL Zip: S&k A qHE ST- 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. 7/10/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison AMESBURY Design Conditions Job: Lot152ThornbrookeAme... Date: 6/4/2014 By: BENTLEY Outdoor design DB: 92.5°F Sensible gain: 26012 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4443 Btuh Entering coil WB: 63.90F Indoor design DB: 75.0°F Total gain: 30455 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28727 Btuh 110% of load Latent capacity: 4712 Btuh 106% of load Total capacity: 33439 Btuh 110% of load SHR: 860/a Design Conditions Outdoor design DB: 41.7°F Heat loss: 21736 Stuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230•++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 148% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 114% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. AtWrl htsoft' 2017-Ju1.1009:47,20 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Pape 1AM ..mesburyAGLSE\Lo1152ThornbrookeAmesburyAGLSE.rup Calc - M.18 House laces: SE 1 DEL -AIR 1EAi01 - AM COKOrTUMM Component ConstructionsP Entire House Job: Date: By: Lot152ThornbrookeAme... 6/4/2014 BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM ect Intormation For: Taylor Morrison AMESBURY 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: 28ON 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 CIg HTM Gain ft° BWh/ti "F ft •F/BWh 8WhM2 BWh BWh/IV BWh Walls 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood frm, 16" o.c. stud ne 473 0.095 7.5 2.69 1271 1.67 789 se 75 0.095 7.5 2.69 201 1.67 124 sw 410 0.095 7.5 2.69 1102 1.67 684 nw 154 0.095 7.5 2.69 415 1.67 257 all 1112 0.095 7.5 2.69 2989 1.67 1854 265 0.091 13.0 2.58 683 1.44 382 Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft ne overhang (6.3 it window ht, 0.67 it sep.); 6.67 ft head ht sw nw all 2B-2fv: 2 glazing, clr low-e outr, air gas, vnl frm mat, Or innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 6 it overhang (2 it window ht, 1.58 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 It overhang (3.2 ft window ht, 0.67 ft sep.); 6.67 It head ht 28-2fv: 2 glazing, clr low-e outr, air gas, vnl frm mat, Or innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft overhang (2 ft window ht, 0.67 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, nw 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 8 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" nw gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 8 ft overhang (8 it window ht, 0 ft sep.); 6.67 ft head ht 78 0.340 0 9.62 748 22.9 1778 28 0.340 0 9.62 268 22.9 637 39 0.340 0 9.62 374 20.4 793 39 0.340 0 9.62 374 22.9 889 183 0.340 0 9.62 1763 22.4 4097 4 0.340 0 9.62 38 10.6 42 7 0.340 0 9.62 67 17.4 121 6 0.340 0 9.62 58 13.8 83 39 0.340 0 9.62 374 22.9 889 48 0.580 0 16.4 788 27.6 1326 wri htsoft" 2017-JuI-10 aJ:a7 20 Z& 9 Right- Suite® Universal 2017 17.0.16 RSU24011 Page 1 mesburyAGLSE\Lotl52ThornbrookeAmesburyAGLSE.rup Cale = MJ8 House laces: SE Doors 11 DO: Door, wd sc type Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth se 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 1592 0.032 30.0 0.91 1442 1.42 2254 153 0.989 0 28.0 4268 0 0 C wri htsoft` 2017-Jut-10 09:47:20 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 2 mesburyAGLSSLot152ThombrookeAmesburyAGLSE.rup Calc - MJ6 House faces: SE 1' DEL —AIR Project Summary Job: Lot152ThornbrookeAme... 7 Date: 6/4/2014 M Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax, 407-333.3853 Web: WWW.DEL-AIR.COM Prooect Information For: Taylor Morrison A yESBURY Notes: 12/24/14 GCR RVSD 8/2/16 JA LS 2/27/17 JA LS 3/3/17 JA D' _qn Information Weather: Orlando Intl AR 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 15852 Btuh Structure 16845 Btuh Ducts 5884 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21736 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 26012 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2558 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh He158g Cooling none) ftArea (2 9 1589 Equipment latent load 4443 Btuh Volume ()ft3) 14864 14864 Air changes/hour 0.38 0.20 Equipment total load 30455 Btuh Equiv. AVF (cfm) 94 50 Req. total capacity at 0.75 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 10258589 Coil CBA27UHE-036-230'++TDR AH R I ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 31 OF Backup: Input = 7 kW, Output = 24786 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllghtsoft• Right -Suite® Universal 2017 17.0.16 RSU24011 2017•Jul 10 09 agee 0 mesburyAGLSE1Lo1152ThornbrookeAmesburyAGLSE.rup Calc - MJ8 House faces: SE 1 DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITI( INCH531CODISCOWAY, SANFORD, FL 32771 hone: 407.3 -2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot152ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name Entire House MASTER SUITE 2 Exposed wall 152.5 It 27.5 it 3 Room height 9.3 It 9.3 It heat/cool 4 5 Room dimensions Room area 1593 2 ft= 14.5 x 13.0 It 188.5 ft2 Ty Constriction number U-value 810/112-'F) Or HTM at III Area (It2) or perimeter (ft) Load at h) Area (III or perimeter (ft) Load 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yl IL----GG 13A-7.5ocs 2A-2ov 2A•2ov 0.095 0.340 0.340 ne ne ne 2.69 9.62 9.62 1.67 22.89 22.89 578 78 28 473 0 0 1271 748 268 789 1778 637 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-7.5ocs 28-21v 0.095 0.340 se se 2.69 9.62 1.67 10.58 103 4 75 8 201 38 124 42 0 0 0 0 0 0 0 0 11D0 13A•7.5ocs 2A•2ov 0.390 0.095 0.340 se sw sw 11.04 2.69 9.62 11.99 1.67 17.42 24 462 7 24 410 7 265 1102 67 288 684 121 0 121 0 0 121 0 0 326 0 0 202 0 2A•2ov 28.21v 0.340 0.340 sw sw 9.62 9.62 20.41 13.77 39 6 19 9 374 58 793 83 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 2A•2ov 2A-2ov 0.095 0.340 0.340 my nw rtw 2.69 9.62 962 1.67 22 89 22.89 280 39 39 154 0 0 415 374 374 257 889 889 135 39 0 96 0 0 259 374 0 161 889 0 P L-D 2A-2ovd 12C-Osw 0.580 0.091 rtw 16.41 2.58 27.63 1.44 48 283 0 265 788 683 1326 382 0 0 0 0 0 0 0 0 IIDO 16CR- 30ad 22A• tpl 0. 390 0. 032 0. 989 n 11.04 0. 91 27. 99 11. 99 1. 42 0. 00 18 1592 1592 18 1592 153 197 1442 4268 214 2254 0 0 189 189 0 189 28 0 171 770 0 267 0 C F 6 c) AED excursion 1394 395 Envelopeloss/ gain 12932 12945 1900 1914 12 a) Infiltration 2921 951 527 171 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/ other 1800 0 Subtotal ( lines 6 to 13) 1 l%W 1W451 2426 2315 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 15852 0 0 16845 0 0 2426 0 0 2315 15 Duct loads 37"/a 540/6 5884 9166 37% 540/6 901 1260 Total room load 21736 26012 3327 3575 Air required (clm) 1160 I160 178 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tA wrightsoft- Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Jul-10 09 47:20 mesburyAGLSE1Loti52ThornbrookeAmesburyAGLSE. rup Calc - MJ8 House faces: SE 9 DEL -AIR Right-J® Worksheet suffm-M commno Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PhoneND407I333N266N5 Fax: 407-333-3853 web: www DEL-AIR.COM Job: Lot 152ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name FAMILY RM MASTER BATH 2 Exposed wall 29.5 It 10.0 It 3 Room height 9.3 It heat/Cool 9.3 it heat/cool 4 5 Room dimensions Room area 15.6 x 14.0 It 218 2 Itz 9.5 x 10.0 It 95.0 It' Ty Construction U-value Or HTM Area (itj Load Area (It2) Load number Btuh/iti°F) Btuh/i(2) or perimeter (ft) Bluh) or perimeter (It) Bluh) Heat Cod Gross N/P/s Heat Cod Gross N/P/S Heat Cod 6 13A-7.5ocs 0.095 no 2.69 1 67 131 11 2299 185 0 0 0 0 2A-2ov 0.340 ne 9.62 22.89 19 0 187 445 0 0 0 0 2A-2ov 0.340 no 9.62 22.89 0 0 0 0 0 0 0 0 V 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 11 f p 28.21v 0.340 se 9.62 10.58 0 0 0 0 0 0 0 0 It DO 0.390 se 11.04 11.99 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 93 86 232 144 2A-2ov 0.340 sw 9.62 17.42 0 0 0 0 7 3 67 121 2A-2ov 0.340 sw 9.62 20.41 0 0 0 0 0 0 0 0 2B-2(v 0.340 sw 9.62 13.77 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 nw, 2.69 1.67 145 58 155 96 0 0 0 0 2A-2ov 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 2A-2ov 0 340 r1w 9.62 22.89 39 0 374 889 0 0 0 0 2A-2ovd 0.580 nw, 16.41 27.63 48 0 788 1326 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16CR-30ad 0 032 0.91 1.42 217 217 197 307 95 95 86 135 F 22A-tpI 0.989 27.99 0.00 217 30 826 0 95 10 280 0 6 c) AED excursion 763 56 Envelope loss/gain 2825 4012 665 455 12 a) Infiltration 565 184 192 62 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Apphances/other 1 0 0 Subtotal (lines 6 to 13) 3390 4886 856 517 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 3390 4886 8% 517 15 Duct loads 1 37% 54% 1258 2659 37% 54% 318 282 Taal room load I 4648 7545 1174 799 Air required (cim) I I 248 336 63 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t. -Ok- wrightsoft' 2017-Jul-10 09:47:20 Az. Right -Suite® Universal 2017 17 0 16 RSU24011 Page 2 mesburyAGLSE\LoI152ThornbrookeAmesburyAGLSE rup Calc = MJ8 House laces: SE 1 DEL -AIR Right-J® Worksheet t`m"°"" Entire House DEL -AIR HEATING & AIR CgNDITIO NINC 531 CODISCO WAY. SANFORD. FL 32771 hone: 407.3 -2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lotl52ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name MASTER WIC BED 2 2 Exposed wall 0 It 105 It 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 5.0 x 10.0 It 50.0 ft2 13.5 x 10.5 it 141.8 It2 Ty Construction U-value Or HTM Area (10) Load Area (1l2) Load number Btutvft2'F) at fig or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yl 13A-7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 0 0 0 0 2A•2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0II--fC 2A•2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 y 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 11 L 28.21v 0.340 se 9.62 10.58 0 0 0 0 0 0 0 0 p 11130 0.390 se 11.04 11.99 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 0 095 0 340 sw sw 2.69 9.62 1.67 17.42 0 0 0 0 0 0 0 0 98 0 79 0 211 0 131 0G I_-_-(; G 2A-2ov 28.21v 0.340 0.340 sw sw 9.62 9.62 20.41 13.77 0 0 0 0 0 0 0 0 19 0 5 0 187 0 396 0 13A-7.5ocs 0.095 nw 2.69 1.67 0 0 0 0 0 0 0 0 2A•2ov 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 P I---D 2A-2ovd 12C-Osw 0.580 0.091 rtw 16.41 2.58 27.63 1.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 50 50 45 71 142 142 128 201 F 22A•tpl 0.9m 27.99 0.00 50 0 0 0 142 11 294 0 6 c) AED excursion 4 155 Envelope loss/gain 45 67 820 883 12 a) Infiltration 0 0 201 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 O 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 145 67 1021 948 Less external load 0 0 0 0 less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45 67 1021 948 15 Duct loads 1 37% 54% 17 37 379/6 541/6 1 379 516 Total room load I 62 104 14011 1464 Air required (c(m) 1 1 3 5 1 75 65 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jul-10 09:47:20 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 mesburyAGLSE\Lot 152ThombrookeAmesburyAGLSE.rup Calc - MJ8 House faces: SE DEL-AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND407ION2616655 q ax 407.333.3853 Web. WWW DEL•AIR.COM Job: Lot152ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name BATH 2 BED 3 2 Exposed wall 55 If 105 It 3 Room height 9.3 It heat/Cool 9.3 It heat/cool 4 5 Room dimensions Room area 13.5 x 5.5 It 74.3 W 13.5 x 10.5 It 141 8 ft2 Ty Construction U-value Or HTM Area (Its Load Area (ftq Load number Btuh/ftz°F) 131ul1/ft2) or perimeter (It) Btuh) or perimeter (ft) 8tuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 13A-7.5ocs 2A-2ov 2A-2ov 0.095 0 340 0 340 ne ne no 2.69 9.62 9.62 1.67 22 89 2289 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Val I--C 13A-7.5ocs 28.21v 0.095 0.340 se se 269 9.62 1.67 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p IIDO 13A- 7.5ocs 2A• 2ov 0. 390 0. 095 0. 340 se sw sw 11. 04 2. 69 9. 62 11. 99 1. 67 17. 42 0 51 0 0 45 0 0 122 0 0 76 0 0 98 0 0 79 0 0 211 0 0 131 0 2A• 2ov 28. 21v 0. 340 0. 340 sw sw 9. 62 9. 62 20. 41 13. 77 0 6 0 5 0 58 0 83 19 0 5 0 187 0 396 0 13A• 7.5ocs 2A• 2ov 2A- 2ov 0. 095 0. 340 0. 340 nw, nw, nw, 2. 69 9. 62 962 1. 67 22. 89 22. 89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L 2A• 2ovd 12C- Osw 0. 580 0 091 nw 16.41 2. 58 27. 63 1. 44 0 0 0 0 0 0 0 0 0 126 0 126 0 324 0 182 11 DO 16CR- 30ad 22A- tpl 0. 390 0. 032 0. 989 n 11.04 0. 91 27. 99 11. 99 1. 42 0. 00 0 74 74 0 74 6 0 67 154 0 105 0 0 142 142 0 142 11 0 128 294 0 201 0 C F 6 c) AED excursion 62 1 145 Envelope loss/gain 401 326 1145 1055 12 a) Infiltration 105 34 201 65 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 5061 360 11346 1121 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 506 0 0 360 0 0 1346 0 0 1121 15 Duct bads 371% 54% 188 196 371% 54% 500 610 Total room load Air required (cIm) 694 37 556 25 198 1845 1730 77 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. c 4 wrightsoft^ 2017-Jul•10 09:47:20 AM Right-Suile® Universal 2017 17.0.16 RSU24011 Page 4 mesburyAGLSE1Lot152ThombrookeAmesburyAGLSE. rup Calc - MJ8 House faces. SE JDEL-AIR Right-J® Worksheet Entire House DEL - AIR QHEATIING & AIR 531 CODISCO WAY, SANfORD, FL3277C1 Phone ND4071333N266N5Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 152ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name KITCHEN DINING/LIVING 2 Exposed wall 14.0 it 32.5 It 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 1. 0 x 222.0 it 222. 0 IR 1. 0 x 419.8 it 419. 8 ft2 Ty Construction number U- value BtuNft2-• F) Or HTM Btuh/ III Area ( Il2) I or perimeter (1t) Load 81uh) Area ( ft2) I or penmeter (It) Load Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yl IL---{ G 13A• 7.5ocs 2A• 2ov 2A- 2ov 0. 095 0. 340 0. 340 no no ne 2. 69 9. 62 9. 62 1. 67 22. 89 22. 89 131 0 28 103 0 0 276 0 268 171 0 637 257 58 0 198 0 0 533 561 0 331 1334 0 y/ 13A-7.5ocs 0 095 se 2.69 1.67 0 0 0 0 47 23 61 38 1 1 G 28-21v 0.340 se 962 10.58 0 0 0 0 0 0 0 0 L._ o yyll I-- G IIDO 13A-7. 5ocs 2A•2ov 0.390 0.095 0.340 se sw sw 11. 04 2.69 9.62 11.99 1.67 17.42 0 0 0 0 0 0 0 0 0 0 O 0 24 0 0 24 0 0 265 0 0 288 0 0 L--- GG 2A-2ov 0.340 sw 9.62 20.41 0 0 0 0 0 0 0 0 28-2( v 0.340 sw 9.62 13.77 0 0 0 0 0 0 0 0 13A-7. 5ocs 2A-2ov 2A•2Dv 0 095 0.340 0.340 nw rtw nw, 2. 69 9.62 9.62 1.67 22.89 22.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L- D 2A-2ovd 12C-Osw 0.580 0.091 rhv 16. 41 2.58 27.63 1.44 0 0 0 0 0 0 0 0 0 92 0 74 0 190 0 106 11130 16CR- 30ad 0.390 0.032 n 11. 04 0.91 11.99 1.42 0 222 0 222 0 201 0 314 18 420 18 420 197 380 214 594 C F22A- lpl 0.989 27.99 0.00 222 14 392 0 420 33 910 0 6 c) AED excursion 68 55 Envelope loss/ gain 1137 1054 3097 2850 12 a) Infiltration 268 87 622 203 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 0 Subtotal (lines 6 to 13) 11405 2341 3719 3282 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1405 2341 3719 3282 15 Duct loads 1 371% 54% 522 1274 379% 541/6 1 1381 1786 Total room load 1927 3616 5100 5068 Air required ( c(m) 103 161 272 226 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghtsoft' 2017- Jul-10 09:47:20 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 mesburyAGLSBLot152ThornbrookeAmesburyAGLSE.rup Calc - MJ8 House faces: SE DEL -AIR Right-J® Worksheet Entire House DEL -AIR QHEAT(IING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND407f33316N5 Fax: 407-333-3853 Web: WWW.DEL•AIR.COM Job: Lot152ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name UTILITY 2 Exposed wall 12.5 If 3 Room height 9.3 It heat/cool 4 5 Room dimensions Room area 6.0 x 7.0 It 42.0 IP Ty Construction U•value Or HTM Area (III Load Area Load number BtutVlt;•F) at III or perimeter (It) Stuh) or perimeter Heat cool Gross N/P/S Heat cod Gross N/P/S Heat cod 6 13A-7.5ocs 2A•2ov 2A-2ov 0.095 0.340 0.340 ne ne ne 2.69 9 62 9.62 1.67 22.89 22.89 61 0 0 61 0 0 163 0 0 101 0 0 It yl 13A-7.5ocs 28-21v 0.095 0.340 se se 2.69 9.62 1.67 10.58 56 4 52 4 140 38 87 422111300.390 se 11.04 11.99 0 0 0 0 yl 2A-2ov ocs 2A•2ov 0. 3400.340 sw sw 2.62 9.62 1. 4217.42 0 0 0 0 0 0 0 0 II GG 2A•2ov 28-21v 0.340 0.340 sw sw 9.62 9.62 20.41 13.77 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 2A-2ov 0 095 0.340 0.340 nw nw nw 2.69 9.62 962 1.67 22.89 22.89 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 2A-2ovd 12C-0sw 0 580 0.091 nw 16.41 2.58 27.63 1.44 0 65 0 65 0 168 0 94 1160 16CR-30ad 0.390 0.032 n 11.04 0.91 11.99 1.42 0 42 0 42 0 38 0 59C F 22A-tpl 0.989 27.99 0.00 42 13 350 0 6 c) AED excursion 55 Envelope loss/gain 897 329 12 a) Infiltration 239 78 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 600 Subtotal (lines 6 to 13) 1137 1007 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1137 1007 15 Duct loads 37% 54% 422 548 Total room bad 15591 1555 Air required (cfm) 831 69 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotfrt- 2017•Jul 10 P Right•Suite® Universal 2017 17.0.16 RSU24011 age 6 mesburyAGLSE\Lotl52ThornbrookeAmesburyAGLSE.rup Cato - MJ8 House faces: SE MDEL-AIR Duct System Summary 1EAf0f0'1A01 1O Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407.333-3853 Web WWW.DEL-AIR.COM Project• • For: Taylor Morrison AMESBURY Job: Lot1521rhornbrookeAme... Date: 6/4/2014 By: BENTLEY 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 0.163 in/100ft 0.163 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 147 ft Supply Branch Detail Table 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 BATH 2 h 694 37 25 0.219 4.0 Ox 0 VIFx 24.6 85.0 SO BED 2 h 1401 75 65 0.217 6.0 Ox 0 VIFx 25.6 85.0 SO BED 3 h 1845 98 77 0.300 6.0 Ox 0 VIFx 10.0 70.0 DINING/LIVING h 2550 136 113 0.226 7.0 Ox 0 VIFx 21.0 85.0 st1 DINING/LIVING-A h 2550 136 113 0.287 7.0 Ox 0 VIFx 13.7 70.0 FAMILY AM C 7545 248 336 0.165 10.0 Ox 0 VIFx 45.1 100.0 st2 KITCHEN c 3616 103 161 0.171 7.0 Ox 0 VIFx 40.4 100.0 st2 MASTER BATH h 1174 63 36 0.165 5.0 Ox 0 VIFx 45.6 100.0 st2 MASTER SUITE h 3327 178 159 0.163 8.0 Ox 0 VIFx 47.2 100.0 st2 MASTER WIC C 104 3 5 0.171 4.0 Ox 0 VIFx 40.3 100.0 st2 UTILITY h 1559 83 69 0.298 6.0 Ox 0 VIFx 10.6 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) Cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 594 697 0.163 652 14.0 0 x 0 VinlFlx st1 SO Peak AVF 842 900 0.163 645 16.0 0 x 0 VinlAx C Wri htsoft' 2017-Jut-1009.47.20 AL 9 Righl-Suile® Universal 2017 17.0.16 RSU24011 Page 1 ZA...mesburyAGLSE\Lo1152ThornbrookeAmesburyAGLSE rup Calc - MJ8 House faces: SE 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 Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 1 Wrl ht5oft' 2017•Jul•10 09 47:20 Z&,y' 9 Right•Suite b Universal 2017 17.0.16 RSU24011 page 2 mesburyAGLSE1Lo1152ThornbrookeAmesburyAGLSE.rup Calc a MJfi House laces: SE FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 152ThornbrookeAmesburyAGLSE Builder Name- Taylor Morrison 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 joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered Floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/10/2017 9:37 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 I Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form P405 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) 7/10/2017 9:37:14 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: Lot 152ThornbrookeAmesburyAGLSE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1589 sq.ft. Cond. Volume: 14778 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: 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. O1.gt1E Srar 7/10/2017 9:37 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. O 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 verity 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. O 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 verity 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 Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heal 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 lest, 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. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O 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 lightness 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. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (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. 7/10/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com 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 p 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. Healing 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. 7/10/2017 9:37 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: 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 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 fumaces. 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. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O 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 Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically 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 al the water surface or a liquid cover or other means proven to reduce heat loss Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. 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 7/10/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 1 iriw w CO q 42X42 A/C SLA BY BLDR MIN i { u". 4L i 54qsi •'"`"` i il:s 00E Fly to 2' FROM WALL n a i i° 1 16.16 Pe¢ UN rop 16.16 rop w SY N CV 1n cd 4 14• f 1C\ MASTER SURE FAMILY ROOM f •! MlY i i4t 0 4 O O426p1.2 21 .cdjl. cd I g O' •• 0. : - s i se1 1 3s size 7.411CMn Ord r p 7 " vent t. •"' u, roof .p pnylt0( 124 1.cd Miss Mum r a a a 3' bath duct Ir' BEMD" 2 %; r ' . 9 tom a to roof cap w/fan Nutone 696RN s DINING ROOM ti C lu ul ID.ID r t121,d6 bctl Q 12 li.l M i, 7• _. Y o N O 30 Ta v/Slcv rz.Dv IR1 1M.tfom a 16 f p• LMNGa00M i-.iulu O Z Optlr' Ownp 10.10 ro cell d/p•1.0' iy 11S 4urm, ur7• r. Z r iwua r L LPL// Q p OTT sd a= Z aa.0 IAVIIs '' I• rw LLJ 1 y 1 Ls----J 1 IIIrINi tryK ..11 cop 'ate °` 1 .mson r4 J 0 i 0 rocs I r Al ML i M; NNI; MeO' 6 IUTaRNclet)o nis O O W .--1 Z `•J J wOLIJ f— 0 l _ axo2 LI 1 I I— Q J I— 1 I 1. I z 1 . I. a.rNe 1 w w w LO Jr s O M9lP. NOTE 10 RALDCR.RIST PROVIDE UNRESTRICTED M inK• 1 INCH L.IDCRWT KLOV DOORS TO IM,ITARC ROOMS LANAI U i 03 LU > G • • Z aoTOTALIQR. )RT ,P nc. hh flerltlo RnN.ntbl rurdnp C.dr-M602.. 111, is grills Hood ti coFo cod, Z ED W 3 J Q F O] F Q Must hove . nlnlnun clearance of 1 Inches around the air balanced rot rn .. KUN FLOOR PLAN NOT NK691gNr9theStateEnergycode. All duct has .n r16 Insul.tlon 11 A o Q 62 m CL J N p 0 L tjAA 9 J+ MASTER BATH AAV KITCHEN 'r• BATH 2 i i I , TAYLOR MORRISON HOMES i i _. i . .. '•' i . THORNBROOKE S.F. i .. ! ..._ .. PE. AMESBURY i HOUSE TYPE: LOT 152 I µ -- - W OPT; 2ND LAV IN MASTER ; WM i : _ .i DESCRIPTION AS FURNISHED: Lot 152, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. IB10 17- Z3 3 RECORD COPY ZONING DATE u OL A/C I LOT 152 39.31' 1 Ok to construct single family home with setbacks and impervious area shown on plan. th 14.62' 6 LANAI 18.24' 30.0 P CQco iV Cli c LOT 151 O C AA930 ' A 'X 2 CAR OVA" LESF e O LOT 153 Tj PORCH 5.7' N c 20.0' D' 5.89' 5.20' WALK 5.72' 25.44' 10' UTIL J 0-21'47'31' r 3' WALK R-100.00' L_38.03' CURB 3... nAREs D=18°2452" R=100.00' P.r. L=32.14' C=32.00' CB=S 31010'41 E ED RD,S` LANE 50' R/W) OQ`O PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS ft PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 25.3' PROPOSED CR40E PER CONSTRUCTION PLAN $ LOT 9,111 SO.FT. LIVING 1,598 SO.FT. GARAGE 390 SOFT. ENTRY a 78 SO.FT. LANAI a 107 SO.FT. BREEZEWAY- N/A SQ.FT. DRIVEWAY 405 SOFT. A/C PAD 12 SOFT. WALKWAY 53 SQ.FT. IMPERVIOUS = 29.0 x 2.644 SO.FT SOD 6.467 SOFT. R/W 247 SOFT. APRON 53 SOXT. BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK 157 SO.FT FRONT - 25' NOT A SURVEY) SOD a TOTAL AREAS: REAR - 15' SIDE = 5.0' PROPOSED INFORMATION SHOWN AREA 9.358 SOFT. SIDE CORNER = f0' BASED ON SUPPLIED PLAN DRIVEWAY 458 SOFT. ANDIOR INSTRUCTIONS PER SIDEWALK 210 SOFT. CLI NT NOT FIELD VERIFIED SOD 504 SOFT. CRUSENMZTJM?-SCOTT EJG ASSOC., INC. - LAND SURVEYORS LCGCHD - LLGM 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P rIICCLO iYfP. MICALam Ills NOMIM, < ID. IMDI IPC PRc POINT Or R[VLRK tAMVATWt I. DIE UN001Smw DOES IIE17FH1' OE m rmt DOS SURVEY kTM THE SwIlVIDS Or PRAC= SEr FORDI BY ME noNDA BOCRO Or IR tr4N ROD Fj= POINT IY COPOM CURVATIML PROFESSIONAL SURWIGO µ0 M 01 CHAP= y-17 FLOP" ADA&d TRATWF COOL PURSUANr TO SECTION 471027. n 0AW STATUES C • Ife,CONIAC NDUMENT SCTLR. . lY2' IR ./rL0 451i a NON-RRAMA 2 L04M E4905= WITH SLOtYEYOR'S STONATIM AND ORMINAL MM SEAL DO SURVEY MAP OR COPIES ARE HOT VAUD. RCC. Or V.P.. VITHESOIAL VTTNLSSPf11NTI THIS SURKY WAS PADARCO FROM TITLE INFORMATION FIRCHISHED TO INC SURVEYOR. THERE MAY BC OTHER RESTRICTIONS PL. L POINT Or POIICA• CALL. CALCLLATCO OR EASOMM DMr ARECT T116 PROPERTY. PLC. DIM or COYD?C[NCNi CONKOCGRx KRIIANCNT REFQCNCL IOfApI(MT 4• NO WIOERpIMR10 WPROVEMEMS NAPE BEDI lOG1ED UNLESS ODIERWISE SHOWN. t CEN ERUN C rr. rINISIKO FLOOR ErvAttow Q THIS SURVEY 6 PREPARED FOR INC SOLE BENEFIT Or THOSE COMM MTO AND SNOUIL NOT BE RELIED UPON BY MW OTHER ENRfY. NLD MAIL L DISK ESL 11I1LOtNG SMACIC LILAC IDCBASE 6 OWENLONS SHOWN FOR THE LOCATION Or WPROMOITS NOMMM SHOIRL HOT BC USED TO REOONSOIUGT BOUNDARY LIMES R/ WCSH CASCHE r_VAY LL W.R ICRK BASElrARI1G7. BEAM" ARE BASED ASSUMW DARN AND ON THE LINE SHOWN AS 84M BMW (MIL) 1DRApL DRATDRAINAGE DRAINAGE6 LLNA1pN; v SIRROL ATE QASeD ON NATIOHLL OEOOEIIC DA11A1 Or 1029, UNLESS OIHERWISL NOIE0. UTtL. UTILITY 0. CDMWATr W AIFIIIORO.VION Nw 4595. CLM VDFC. CHAIN LINK rCNCC VIDD rCNCC COIINT SCALE 1 ' - 30'-C1 OR1WN Or. ••• PL P.T. DESC. POINT or CCRVATCIRE POINT OT TANGMY KSCICIPrION CERRFIID BY.• DATE OROER NO. L RARCD [NGiN PLOT PUN 07-10-2017 2741-17 p DELTA C CHORD C. L. CYMRD KARING NORTH THIS BUILDINC/PROPEW DOES. NOT UE WTTHIN - —y 9 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' x CRUSEN EVER. R.L.S. / 4714 MAP / t?117C 0053 F. JA ZONE 'X' MES W. SCO R.LS / 4801 RECORD COPY ee tiect cse zvice s,nc. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 0) BUILDER TAYLOR MORRISON HOUSE PLAN AMESBURY 1588 SOFT GENERAL LIGHTING X 3 VA PER SO FT 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 1 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) 17-2363 s 4764 VA 3000 VA 1500 VA 12000 VA 4500 VA 1200 VA 5000 VA 246 VA VA VA SUBTOTAL OF GENERAL LOAD 32210 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 22210 VA x . 4 8884 VA TOTAL NET GENERAL LOAD 18884 VA 3 TON HEAT PUMP #1 22.1 AMP X 240 VA = 5304 VA TON HEAT PUMP #2 AMP X 240 VA 0 VA 8 KW ELECTRIC HEAT AT 65% 5200 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18884 VA NET TOTAL HEAT 10504 VA TOTAL LOAD 29388 VA CALCULATED LOAD FOR SERVICE 29388 VA 1240 V= 122.45 AMP ISO AMP SERVICE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1® RECORD COM MiTek RE: TBO152 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0152 Model: Amesbury Tampa, FL 33610 4115 Lot/Block: 152 Subdivision: Thornbrooke Address: City: Sanford State: FL 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: 139 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 27 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# I Truss Name I Date No. I Seal# ITruss Name Date 1 1 T11596900 1 C1 7/14/17 118 1 T11596917 1 T09 7/14/17 12 1 T11596901 1 C3 1 7/14/17 119 I T11596918 I T10 1 7/14/17 1 13 1 T115969021 C5 1 7/14/17 120 I T11596919 I T11 1 7/14/17 1 4 1 T11596903 E5 7/14/17 121 IT11596920IT12 7/14/17 5 IT11596904 E6 7/14/17 22 IT11596921IT13 7/14/17 6 1 T11596905 E6A 7/14/17 23 IT11596922IT14 7/14/17 7 IT11596906 H5 7/14/17 24 IT11596923IT15 7/14/17 18 1 T115969071 H6 1 7/14/17 125 I T11596924 I T16 1 7/14/17 1 19 I T11596908 I T01 1 7/14/17 126 I T115969251 VO4 1 7/14/17 1 110 1 T11596909 1 TO AC 17/14/17 127 1 T115969261 V06 1 7/14/17 1 11 IT11596910IT02 7/14/17 I 1 I 1 112 T1 5596911 1 T03 1 7/14/17 113 I T11596912 I T04 1 7/14/17 114 I T11596913 I T05 1 7/14/17 15 IT11596914IT06 7/14/17 116 IT11596915IT07 7/14/17 117 I T11596916 I T08 1 7/14/17 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: Velez, Joaquin 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/TPI 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 17 - 2363 D1lvc, SANFORD O P v11 /off'. J . ' •N . 1 '. 68182 W- 9 TATEOF . i O E?.`. N AL41111110 JOaqul V PE No.68182 MITak Inc. FL Cert 6634 6M Parke East ON. Tampa r{ 33610 Oats: July 14, 2017 Velez, Joaquin 1 of 1 o rLL4s type oty ply Tt,696900 TBOM CI 11russJack -Open 6 1 Job Reference tional o. aumene "siboume. f ampa, .... t.ny, .. - IO:rts04vLIwhHT994F1VUVUOLOz_9bD•H COktPiBGC_pX5b9A5uX31h3gJlCaXlkHkejDWyy08r 1- 4-0 _ 1.0.0 r 1. 4-0 1.0.0 Scale = 1:7.8 Plate Offsets (X Y)- 12.0.E-0 0-0-61 LOADING ( psi) SPACING- 2.0.0 CSI. I DEFL. in loc) t/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 I Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz( L) -0.00 3 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.04) oc bracing. REACTIONS. ( lb/size) 3— 42/Mechanical, 2=214/0-8-0. 4=9/Mechanical Max Horz 2=38(LC 12) Max Uplll13=-42(LC 1), 2=-61(LC 12) Max Grav3=26(LC 8), 2=214(LC 1). 4=18(LC 3) FORCES. ( lb) - 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=4.2psf; BCDL=5.Opsf; h=15ft: Cat. II; Exp C-. Encl., GCpi_-0.18; MW FRS (envelope) and C-C Comer(3) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 five 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 100 lb uplift at joint(s) 3, 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.' WARNING . V*dty dadgn peremetae end READ NOTES ON TM AND INCLUDED AITTEK REFERANCE PAGE A074n rev. ,&WMIS BEFORE USE Design vald tot use only v4th Mick* connectors. R* design Is lxred only ulxxn pafamaton shown. and Is to an Wlvkw b flung component, not a buss system. Bolae use, Ine btfidng dosigner must verity llw appIIcaNlty ul dcslpn Ixaarnelets (tnd Ixopefly hcoq)orote hh doslpn Into the ovor<AI tans only. AddlWo lempotory and puma ent txochg M iTek' txddhgdesign. ®acing tnWcaled Is to ptevent buckling of hdWLKS web and/or chord mombers is always tegrhod for statxllty and to Ixeveni conapso Wth possible pelsotO Inf ry and lXoI)e ty damage. lot genetal guidance fegadhg the k" Iccillm stor<tgo, <Iellvofy, erection cad twming of Inures and truss systems. soeANSt/tPIl Quality CAferla, DSB49 and SCSI Wilding Component 6904 Plake East Blvd. Safety Information availalxe ftorn truss Hato Institute. 218 N. Lee Sltool. Suite 312, NexanWo. VA 22314. Tempe. FL 33610 Job runs Truss Type Ury ply TIIS96001 T80162 C3 Jack -Open 1 Job Reference tonal1! e — me Fr, .t,A la ott•42 49 2017 Paaa 1 ISUSaere H(SMOUK9. I UngM. uteri —Y. rlunuu o,lavv - IO:its04vLhvhHT9941F1V66lOz_9b0•H COktPfBGC_pX5b9A5uX31aUgIUsXlkHkelOWyyO& 1 4-0 3-0-0 1 4-0 3-0.0 3-0-0 onn LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 I Ven(LL) 0.00 2.4 999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 HOrz(rL) 0.00 3 rVa We BCDL 10.0 Code FBC2014/rP12007 Matrix) I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=54/Mechanical, 2=271/0-8-0, 4=26/Mechanical Max Horz2=73(LC 12) Max Uplift3=•40(LC 12), 2=-58(LC 12) Max Grav3=54(LC 1), 2=271(LC 1). 4=52(LC 3) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.0 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; BCDI---5.0psf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18,. MW FRS (envelope) and C-C Comer(3) zone; end vertical left and tight exposed;C-C for members and forces & MW FRS for reactions shown: Lumber OOL=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 lit between the bottom chord and any other members. 4) Refer to girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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' 0 WARNING • Verify dedyn puametem and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE NP743 rev. 1"W016 BEFORE USE DesignwillletuseonlyWihMllekOconnectors. Iris design ts based only upon rrnomoters shown. end Is for an htllNdxf lAddlg component, not a muss system. Bolofo use, the mAding designer must vedfy Ire alxfk:cfiAlly of design pxnometers and pxopxldy klcorporalo Itk design into the ovardl numlbnaltempolaryandpennarlenltxcrhlgM iTe k' Ixadrlgdesign. Bracing Indicated is to prevent buckling of tndlvlltrd truss wob and/or chord members only h always regAed fal stdftily and to pxovent collapse wllh p ossUe personal lr*ey and txolerly damage. For genetd guidance rogadhlg the IdrlCatlon, sforaga. ddlvery. aruclkln arnt Ixaefng of fneses and mrss systems, saeANSI/IPI I Quality CAtedo, OSS-89 and SCSI lutlaing Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information avdtalfe horn huss (iota Inslltute. 218 N. Lee Stroet. Sulla 312. mexarWdo. VA 22314. Job russ Truss Type ty Tt1596902 T80152 C5 Jack -Open e 1 Job Reference (optional) UUadera 1416150urC6, t amps, ram try. worse seaoo - .. LQz_gb OHy...O.._. - 10:rt504vLhvhHT994F1VUOL02_9b0•IAIaryDOHyaKrOhgrryud73Hlkl4lxab urIWONGyyy08q 1.4-0 5-0-0 1 4-0 rs-0 5-0-0 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) 0.03 2-4 999 240 TCDL 15.0 Lumber DOL 1.25 SC 0.26 Ven(ri-) 0.07 2-4 820 180 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=140/Mechanical, 2=345/0-8-0, 4=46IMechanlcal Max Horz 2= 11 O(LC 12) Max Uplift3_ 83(LC 12), 2=-62(LC 12) Max Grev3=140(LC 1), 2=345(LC 1), 4=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Scale = 1:17.8 PLATES GRIP MT20 244/190 Weight* 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puriins. 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=5.Opsf; h=15ft-. Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1.4.0 to 2.10.15, Extedor(2) 2-10-15 to 4-11.4 zone; end vertical 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.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 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 WARNWG • Vanity dedgn parameters and READ NOTES ON TIW AND INCLUDED WFEK REFERANCE PAGE 1107473 rev. 10M34015 BEFORE USE Design velkl lot use only v4th Mlteft conreetors. Ms design is lxnod only trryxn "Ornolers shown. and is la on txlNdual Ixddkv component. not a Inert syslorn Bolero trse, the Ix/ldi ng desl0net must verity the cgXlk:atAlly of design txaameleu and txolxtrly hcetporolo this design Into the overall only. Addillonlnl temporary end permanent lxcM.Ung M iTek' Ix9a8ng design. Broctng Indicated Is to pevenl bucWing of Individual truss wet) and/err chord members Is always togJred for stme6lty and to Ixevenl collgm vvllh 1303AA0 pore Wray and lxoperty danago. For general guidance regading the Ic"Icallon. storogo. delivery, erection axxt bracing or litmes a r%d Inrss systems, woAN51/rPl1 Quatily Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc0alllo Uorn truss Plate Instilute. 218 N. too Street. SWIG 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type uty ply Ttt596900 TB0152 Es Jock -Open 2 t Job Reference o tronal CA MA 11 MI7.1a OtH7 PnN t BWkert Fupsanca, Tampa, Plain City. Fbrida 33566 ID':i O4vLIwhHT994FI VUOLOz_9bD-UUWDOHyaKrOhgnjud73HIla4bibzmuWONG"yO8q 1.4-0 5.4-0 1.4.0 5-4.0 20 11 LOADING (psi) SPACING- 2-0.0 CST. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 2-5 999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.07 2.5 788 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=347/0.8-0, 5=213/0-8-0 Max Horz2=116(LC 12) Max Uplift2_ 59(LC 12). 5=-71(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale .1:20.8 PLATES GRIP MT20 244/190 Weight: 23lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.4-0 oc puriins. BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl.. GCpl=O.18.. MW FRS (envelope) and C-C Comer(3) -1-4-0 to 2-10-15, Exledor(2) 2-10-15 to 5-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate gdp 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5)'Semi-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. Verify dodirn paremara s and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE MII.7473 mv. Iaa =#$ BEFORE USE Design vcikJ for use only Win f4lek9 eOnnectols. M design Is lw3ed only UIM VzOnletets shown. and Is for on trndlvlcAKl building component. fool a truss system. Befole usc. Ilo building doslgrwt must vedty the applk aI[ARV of design porameters anKl ptotxxly h cogwtate this design into the ovelall building design. BrockV hldlcoted is to ptevenl txtcldmg of irldivldtxl truss web ad/or chord members only. Additional lemporay and permanent txoctrng M iTek' h always recl ltod lot stcb6lty arW to Ixevenl collg7so vAlh 1wsslUo pwrwrld"orW prolwfty damago. Fot go otal guldanco togading the tdixIcarion, storage. dellvory. erection cmcl bracing or frlrbsOS aril truss syslemt soeANSI/IPI I Quality Criteria, DS649 and SCSI Building Component 6904 Parka East Blvd. Safety =Motion owitic to from Truss Plate Institute. 218 N. Loa Street. SJte 312. Alexandria. VA22314. Tarrpa. FL 33610 Job russ Truss Type oty ply T,1se6eo4 T80152 E6 Jack -Open 7 1 Job Reference bona aueaels"61boufce, 1allga, 'm N.Y,r .. aiaoo - IDJtsO4vLIwhHT994F1 VUOLOz_9bD-DNJA92RvItSi2rFzHb8McUrrgUuvKR81127gIPyyD8p 1 4-0 6O'0 1.4-0 6-0-0 Scale . 1:20 2 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ven(LL) 0.06 2-4 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 8C 0.40 Ven(rL) 0.'15 2-4 455 180 8CLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 21 lb FT = 20°b LUMBER - TOP CHORD 20 SP NO.2 BOT CHORD 2x4 SP NO.2 REACTIONS. (lb/size) 3=179/Machanleal, 2=386/0-8-0, 4=56/Mechanical Max Horz2=128(LC 12) Max Uplift3= 104(LC 12), 2= 65(LC 12) Max Grav3=179(LC 1). 2=386(LC 1). 4=112(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 6.0-0 oc purlins. 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=4.2psl; BCDL=S.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS ( envelope) and C-C Corner(3) -1-4.0 to 2-10-15, Exterlor(2) 2.10-15 to 5-11-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DO1--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 100 lb uplift at joint(s) 2 except 61=1b) 3= 104. 1 6) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design o1 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 . Vadly dedyn pwametere and READ NOTES ON THIS AND INCLUDED Mr EK REFERANCE PAGE AUFT473 rev. Id03,201S BEFORE USE Deskjn % dkl for use ody vAlh tAIlekS connectors. it& des f1 is bxaed oNy upon, paareters shown. and fs for an YxfiAdrxa buldhV Component. not o Iran system. Before use, Itto txtldng designer must verify the c"Alcobllly or design Ixaanetefs and IxoPorly incorporate this design Into the ovetdl Ixading closign. ®acing Indlcoled Is to Ixovent buckling of Individual Irtm web and/or chard members orgy. Addillonet lempotmy and permanent bractrV WOW B sways roclubod nor sldlllly and to rxevent collc4no with posslige porsomd trylay and rxopeny damage, rot generd g,ldance tegaldhng the xicc/ lio n. storage, delivery, otoctlon and txacing of busses <nxf truss systems, sooda ANSI/1PIIQualityCdte. DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety INormaBon av<Batxe Isom tram Ploto Institute. 218 N. lee Street. Sulle 312. Aloxorxsrks. VA 22314. Tempa. FL 33610 Job Truss Truss Type ty ply T,tse6eos TB0162 E6A Jack -Open Girder F t Job Reference tional V,TwV I.A„ -- 1n Pt,.lal 1A AA•A2 SO 2017 Pau , tMOar01-061.16UMS. IOrpO, rWn1 bay. rglga aaaoo - -- - I0:IIs04vLfwhHT994F 1 VUOLOz_9b0.ONJA92RvrtSi2rf zHbBMcUrgHUIOKRT 1127g1 Pyy08p 3t9 6-0-0 3-1.9 2.10.7 ' Scale . 1:22.3 20 II 2 3 3x4 = 2x4 11 6-0-0 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.07 1-5 >987 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.21 1-5 >319 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 rVa rVa BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 28 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 1=1096/0-8-0, 5=1175/Mechanical Max Horz 1=107(LC 8) Max Uplifts= 139(LC 8), 5=-207(LC 8) Max Grav1=1132(LC 15), 5=1216(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid telling 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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18: MW FRS (envelope); end vertical left and right exposed; 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 100 lb uplift at joint(s) except Qt=lb) 1=139, 5=207. 6) Girder tames tie-in span(s): 16-0.0 from 0.0-0 to 6.0-0 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design o1 this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 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.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1.2=-70, 2.3=-30, 1.4=-332(F=-312) Q WARNING - Verity dedpn parameters and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE A747412 rev. 1MMI S BEFORE USE wtDesignvaikdforuseonlyWithMllekSconneclas. 111* design S based only upon p atamot0ti shown. and IS pa an IncANdual brAdkng component, not a rem system. Before use. the btfidl g Ck.-Jo of must verity the applicability of design pwrametcm and pgtcrly Incaporale II* design Into the overallAdditionalletnporaryandbracing WOWbuildingdesign. Blaci ng Indicated Is to Wovent buckling of Individual l puss web anal/or chord members orgy. permanent Is always toct lred for stability and to prevent cullapso Win possible personal klluy and property damage. For general guidance regarding the 6904 Parka East Blvd. kllxibatbn. storage, dellvery. erection and bracing of tnrssos and truss systems sO0ANSVrPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety IMormatlon available from truss Nate institute. 218 N. Leo Street. Sulle 312. Alexandria. VA 22314. Tarlpa. FL 33610 Job Truss Truss Type oty ply T11S96906 T80162 HS hoot Special G6dar 1 1 Job Reference Donal FrameBUddereFne150rrrce. ramps, riant iJay, _<,666 ID:its04vLfwhHT994f1VUOLOz 9b0.ONJA92RvrtSi2rfzHbBMcUrpkUsOKR91127gIPyy08p 1.10.10 6.11.6 1.1010 6.116 05.11 LOADING (pst) SPACING- 2-0.0 CSI. DEFL in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) 0.08 2-5 971 240 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.23 2-5 349 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 rva We BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=345/0-11-5, 5=389/0.10-9 Max Horz2=123(LC 4) Max Uplift2- 120(LC 4), 5=-116(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-5=-305/144 Scale . 1:21.1 20 II PLATES GRIP MT20 244/190 Weight: 29 lb FT = 204b BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. 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=5.Opsl: h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) This Inks has been designed for a 10.0 psf bottom chord live load nonconculrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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 100 lb uplift at joint(s) except Qt=lb) 2=120. 5=116. 5)'Senli-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (pit) Vert: 16=•70 Trapezoidal Loads (plf) Vert: 6=0(F=35, B=35)-to-4=•130(F=-30, 8=-30), 2=-2(F=9, B=9)-to-5=-35(F=-7, B=•7) 0 WARNING - Verify dodgn parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE NO.7477 rev. I4MMIS BEFORE USE Design va ild for use only vAth Mllok® connectors. the design N based only upon parameters dawn, and Is la an rd Md cd txllding component. not a truss system. Rofae «so, the 1xBdng desloner must verity the cWICCAAlly or design Ixaamelers are lxop oily Incoapotato this design Into the overall only. Additional temporary and pormonant Ixacing MOWtxBdtngdesign. Bracing Indicated is to rxovent bucaing of Individual tnrss web aril/or chard members Is always roquired for stability and to rxevent collapse Wirt p ss6rle rxarsonal Ir1(try and 11)(0130" damage. rot general guidance regarding Ida aixicallon, storage, delivery, otoctlon and tvocintg or misses and truss systems socANSI/IPI I Quality CritMa. OSII-89 are SCSI Building Component 6Q W Parke East Blvd. f Solely IMorma6on available corn him Hato tnstltule. 218 N. Lee Street. Sure 312, Alexandria. VA 22314. Tampa, FL 33610 o russ Truss Type 0 y ply T11596907 MOW 16 Diagonal Hp G6dar 3 t Job Reference tionol uusaers rustsource. I onva, rem tnry. rands s.t,00 ^ • ^r• • •-•-.....-^ ...___.. --• .._. -- -- - - -- -•- I D:itsO4vLhvhHT994F 1 VUOLOz_9bD-hZtZNvRXTBaZg?pArJIbBiN46u6K2tABzisNgryyD6o t•to 10 4.6.15 5 8 4 8.5.13 110.10 4-5-15 t-2.6 2.9.9 scale • 1:19.8 8-5.13 8.5.13 LOADING(psf) SPACING- 2-" CSI. DEFL. In loc) Udell Ud PLATES GRIP TCU. 20.0 Plate Grip OOL 1.25 TC 0.41 Vert(LL) -0.17 2.6 >561 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.51 2-6 >191 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(rL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 34 lb Fr = 2M° LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudlns. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.2 REACTIONS. (lb/size) 4=147/Mechanical, 2=432/0.11-5, 5=358/Mechanical Max Horz2=152(LC 4) Max Uplilt4-82(LC 4), 2- 132(LC 4), 5=-63(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-390/64 BOT CHORD 2-6=-155/343 WEBS 3.6=-439/198 NOTES- (6) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi: BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcufrent 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Ines connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4, 5 except Qt-b) 2=132. 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: 1-7=-70 Trapezoidal Loads (pit) Van: 7=0(F=35, B=35)-to-4=-148(F-39, 8=-39), 2-2(F=9, 8=9)-to-5=-42(F=-11, 8=-11) INARNWO. Verily dedyn paanWas and READ NOTES ON TMS ANO INCLUDED AUTEK REFERANCE PAGE AM7473 rev. Ia@2M15 BEFORE USE Design talk) for use only Win, MltokO connectors. Rls clot Is bessod only upon parotnolors Yawn. and Is for an Individual buiding Component, not a truce system. Boforo use. the Ixlklrtp designer must verify the g4AIcatAly of design "anoters and pxopody Incorporate, this design Into Ire over, building design. traeN UK9coted Is Io prevent hucldhg of IndMWKd truss wob and/or chord members only. Ac"llon l tempaay and permanent bracing WOW Is dwoys re%kod for stability and to prevent collquo wtih possitlo personal 6*ry aryl Ixop>erly doincige- For general guidance regardng the Idxk;atlon, storage. dollvery. erection and txacktg of Inows and Inns systems seeANSI/TPI I Quality Cdtala, OS1111-89 and SCSI Building Component 6904 Pork* East Blvd. safety Information avdlaMe from Inds Wale Institute. 218 N. Leo Street. SUIo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ory Ply r11596eoe T60152 701 16 1Common Job Reference(optional) Buildm Fuatsource. Tatnpo, Mac ctry, I- nortaa:u»o .........,.... w_._..... __... __.._.---- . -- _ I D:itsO4vLhvhHT994F I VUOLOz_9bD-AlRxaFS9EV1OH90MOOAghvw9XHUTnHnKCMcxMHyyD6n Id-0 7.9.5 16-0.0 22-2.11 30.0-0 31d-0 t d-0 7.9.5 7.2.11 7.2.11 7.9-5 1 d-0 Scale . 1:53.7 06 = xv - 3x4 = 496 = 30 = LOADING(psf) SPACING- 2-" CSI. OEFL. In poc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) -0.34 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Ven(TL) -0.63 8-10 >557 180 BCLL 0.0 ' Rep Stress Incr YES WO 0.31 Horz(TL) 0.09 8 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 8.9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1437/0-8-0, 8=1437/0-8.0 Max Horc2-11O(LC 17) Max Upfift2=-250(LC 12), 8-250(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-2318/651, 3-13- 2216/676, 3.4-2028/645, 4-14=-1901/658, 5-14-1895/669, 5-15=-1895/669. 6.15=-1901/658, 6.7=-2028/645, 7.16=-2216/676, 8.16=-2318/651 BOT CHORD 2-12-468/1967. 12-17=-207/1307, 11.17-207/1307. 11-18=-207/1307, 10-18=-207/1307, 8-10=-492/1987 WEBS 5-10= 205/770, 7.10-494/316, 5-12-205/770, 3-12=-494/316 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=4.2psf; BCDlr5.0ps1: h=15ft; Cat. II; Exp C; Encl., GCp"- .Is; MW FRS (envelope) and C-C Extedor(2) -1-4-0 to 1.8.0, Interlor(1) 1-8-0 to 15-0-0. Exterior(2) 15.0-0 to 18.0.0 zone; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=250, 8=250. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end Ilxity 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.' 4L WARNING. Vatlly dedyn paramefm and READ NOTES ON THIS AND INCLUDED MREx REFERANCE PAGE 11111-7473 mv. 140202015 BEFORE USE Design valkt let Use only vAth MIIok9 C0nrecters. ftls doslgn is baned onto upon paramelens stwwn. and Is for an tKfMduCd txRdkng component. not a Was system. Below use, the lxBdhng designer must verily the af)olc [Ally of design Ixuanelen and pxoperly Incorporato M design Into the ovoull building design. Bracing hndlcated Is to rxevonl budding of hndlvldslal Jim web and/or chord members only. Adallkxxl tempatsy and pomKmont txaCVQ WOW Is always rot$lred tar st AIIV and to lxevont collarm wllh p ossi7lo personal "and rxoperly damage. for general g klonco regardI ng the storage, delivery, efocaon and Ixachng of truism and trim systems. sooANSI/IPI I Quality Critoft. OSB-B9 and BCSI Building Component 6904 Parks East Blvd. falxicallm Safety Information avalk ble Item Ines Plato Institute. 218 N. Lou Street. Sulto 312. Alexandria. VA 22314. Tanga, FL 33610 Job russ Truss Type N Tt1596909 TBO1S2 TOIAC Common 2 I Job Reference (optional) e ,.,.. CA htl lw fla w9 1,99f117 Pwew1 BYldars FUSISWCO. 1401Pa, namiony, rlonOUsiO ID:Ils04vLtwhHT994 F 1 VUOLOz_9bD-AIRxaFS9EViOH90MOOAghvw78HT9nGdKCMcxMHyyD8n 1.44 7.9.5 15.0-0 22.2.11 30.0.0 3I d-0 1.4-0 7.9.5 7.2-11 7.2.11 7.9.5 Scale .1:53.7 4x6 = N 3x4 = 4x6 = 3x4 10-2 3 9.7-9 10 2.3 LOADING(pst) SPACING- 2-0-0 CS1. DEFL. in (hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) 0.34 10.12 999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) 0.61 8.10 578 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.32 Horz(TL) 0.10 8 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 137 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.I BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. pb/size) 2=1512/0.8-0, 8=1512/0.8.0 BRACING - TOP CHORD Structural wood Sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-3.4 oc bracing. Max Horz2=-11O(LC 17) Max Uplil12=-265(LC 12), 8=-265(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13-24861727, 3-13— 2387l752, 3-4-2194l720, 4-14=-2061l733, 14-15=-2060l733, 5.15=-1997l729, 5-16=-1997f729, 16-17=-2060f733, 6.17-2061l733, 6-7=-2194/720, 7-16— 2387l752, 8-18— 2486/727 BOT CHORD 2-12=-536/2118, 12-19=-268/1441, 11.19=-268/1441, 11-20=-268/1441, 10.20=-268/1441, 8-10=-560/2118 WEBS 5-10=-212/784, 7-10=-511/323, 5-12=-212084, 3-12=-511/323 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=4.2ps1; BCDL=S.Opsf; h=151t; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to IS-", Exledor(2) 15.0.0 to 18-0-0 zone: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' 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 Ill between the bottom chord and any other members, with BCDL = I O.Opsl. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 611=1b) 2=265, 8=265. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 34 lb up at 13-0-0, and 75 lb down and 34 lb up at 17-" on top chord. The designtselection 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5-70, 5-9=-70, 2-8-20 Concentrated Loads (lb) Vert: 15=-75 16=-75 0 WARNINQ • Verily dedgn pam"twa rand READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE MD67473 rev. 1602,2016 BEFORE USE Design valkl for use only Win MIlek$ conmo_tors. ills design is based only upon parameters shown. and Is lot an Individual bolding component. not a eua system. Before use, the txadhg designer must verily Ito adK3lkabllly, of design Ixxanolers and Ixoporly hcorpolato INs design Into the overall building design. Bache Indicated Is to provont budding or Individual truss web and/or chord members only. Addllonal temporary and permanent Ixacln0 is always rogrlre d tot stability and to ixevent collagno wtlh possible personal h}ry and Ixolwrty damage. rot general guidance reg rdng the M iTe k' radxlcalkxn, storage, dc4Nory, erection and Ixachg of Inures and Inca systems. seeANS1/TPI I Quality CdtMa, DSB-89 and SCSI Building Component Safely information ovall bile from buss Plato hslilure. 218 N. Lee Street. Sulto 312. Aoxandria VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job I rus5 Truss Type y T11596910 TB0152 T02 Common I 1 I Job Reference uonal awn . An, la 9n1n M,Twk Ildusrriee Ire_ Fri Jul le 09A2!53 2017 Poae 1 ous ars FettSwica. rarnpa. Finn] filly. RuFina 33566 - '- ID:itsO4vLfwhHT994F1VUOLOz_9bC,ay9JMTn9ogHvlzYyjh3E7TL5hglWkbTROLUaWD8m t•4.0 7.9.5 15.0-0 22.2.11 30-0.0 3t-4.0 1.4-0 7.9.5 7-2-tt 7.2.11 I 7-9-5 1.4-0 Seale . 1:56.7 36 // 31t6 36 \\ 4 56 7 3x6 i9 3x6 = I — 3x4 = 4x6 = 3x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) -0.35 11.13 >999 240 1IT20 2441110 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Ven(TL) -0.65 2-13 >543 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(rL) 0.09 9 rVa We BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 136lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8.3.15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1437/0.8-0, 9=1437/0.8-0 Max Horz2= 104(LC 17) Max Uplifl2=-244(LC 12), 9— 244(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Pb) or less except when shown. TOP CHORD 2-14=-2317f718, 3-14=-2217ff42, 3.15=-2013/690, 4-15=-1899f712, 7.16= 1899f712, 8-16_ 2013/690,8-17=-2217f742,9.17— 2317/718,4-5=-1703f710,5-6— 1326/601, 6-7=-1703/710 BOT CHORD 2-13=-540/1967, 13.18=-253/1326, 12.18=-253/1326, 12-19=-253/1326, 11-19=-253/1326, 9.11=-553/1967 WEBS 6-11— 196/726, 8.11=-464/321, 5-13— 196(726, 3-13=-464/321 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=5.Opsh h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-4-0 to 1-8-0. Interior(1) 1.8-0 to 14-", Extedor(2) 14-0-0 to 16-0.0. Interior(1) 20-2-15 to 31.4-0 zone; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 truss has been designed for a live load of 20.Ops1 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolni(s) except 61=1b) 2=244, 9=244. 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 . Vettry design panmeten and READ NOTES ON TNS AND INCLUDED AOTEK REFERANCE PAGE A10614" rev. t0W,201S BEFORE USE L'osI l vc9ld lot use only with Mltek®conrectots. this desW Is based only upon parameters shown. and Is for an kndtv"bulding component, not 0 trim system. Befato uso. Iho txNdhg deslgnot imam vodry the crpplk:aUllty of dosign p wameters cnd properly Incogoloto this deslpn Into the ovorullAdmtlondlornpMayartpotrllclrlent1r0=1n0 M iTe k' txBding design. Brochp Indicated Is to txevont bucking of Individual Itua web and/or Chofd members onlY• Is dways toglhod for sta70lty aW to rxevenl collapse with pmd)lo torsond W#Ay and Ixopxeny damage. For 0eneral glldalce togaUng the rkik690qPoe East Blvd. totwicc lion. stor<sge, delivery. elocllon c,rKI tx<1Chlp of Irtmes and tam systems, seeANSI/IPI I Cuallry Criteria. OSS-89 and SCSI Building Component Safety Inform*Non avcAlc"a ran truss Ploto hls9lute, 218 N. Lee Sheet. Sulto 312. Alexondna. VA 22314 Tampa. East 0mp rUSS Tfuss Type b Ply T116%911 T80152 703 Hip 1 1 Job Reference o 'anal a -hL I-1- - al, _hd 1u fW A9 U M17 Pea 1 uumme raaaorrrce, 1ampa, rent a.n7, rlw,u., - 10:dsO4vLhvhHT994F 1 VUOLOz_9bD-682h?xUOm6y8XSYIW RCImK?TX59xFCZdfg51 RAyy081 t•4-0 7-9-2 12-0.0 15-0-0 16-0-0 22.2.14 30-0-0 31.44 t3-0 7.9.2 d•2.14 3-0-0 340 4-2-I4 7-9-2 ' 1•d-0 I Ox16 MT20HS i 5.90 rl2 10x16 MT20HS Scale . 1 $5.5 3x6 = I _.._ 3x4 = 4x6 = 3z4 = LOADING(psf) TCLL 20.0 TCDL 15.0 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/rP12007 CS1. TC 0.91 BC 0.84 WB 0.23 Matrix) DEFL In Vert(LL) -0.55 Vert(rL) -0.92 HOrz(TL) 0.10 lac) Well Ud 7-9 >641 240 I 7.9 >384 180 7 We rVa i PLATES MT20 MT20HS Weight: 129 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly ap i led or 8-1-1 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1437/0-8-0, 7=1437/0-8.0 Max Horz2=-90(LC 13) Max Uplift2- 231(LC 12). 7- 231(LC 13) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2302f745, 3-12=-2197/770, 3-13=-203W716, 4.13=-20221731, 4-14=-1584/664. 14- 15-1584/664. 5.15=-1584/664, 5-16-2022/731, 6-16-203Of7l6, 6-17=-2197f77O. 7- 17-23027745 BOT CHORD 2- 11-561/1949, 11-18=-357/1584, 10-18=-357/1584. 10-19=-357/1584, 9-19=-357/1584, 7.9=-574/ 1949 WEBS 4-11=- 132/620, 3-11=-444/296, 5-9=-132/620, 6.9=444/296 NOTES- (9) 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=5.Opsh h=151t; Cat. 11: Exp C: End., GCpl=3.18; MW FRS (envelope) and C-C Extedor(2) -1-4-0 to 1-8.0, Intedor(1) 1-"to 12-0-0, Exledof(2) 12-0-0 to 22-2.15, Interior(1) 22-2-15 to 31-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 pll to grip DOL= 1. 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 widewill fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=I 31, 7=231. 6)' Semi- rigid pltchbreaks 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 WARNWG - V*dfy dsd9n peranten 8 end READ NOTES ON THIS ANDWCLUDED UREK REFERANCE PAGE 111D7473 rov. f003,2015 BEFORE USE Design valid for use only elm fAtek® convectors. Inds design Is based only upon paanolens shown. and Is for an Individual txdldlng component. not a Was system. Before tao, the txBdng designer must vodty the ctp )[Icablity of design pmarnolens and parody Incorporate this design Into the overall 1xBdIng design. &oCkV indicated Is 10 prevent bttcaing of Individual truss web axed/« chord members only. Aadtenal lemperary and permanent bracing WOW is always r°grNod for stablilty and to povenl collapse elm possible personal Iytry and poiorty danago. For general guklance togardng th o tadxicatlon. storago. dolNery. nd . oroclion abraking of prisesandlass systems. s°eANSI/flil I Quality Cdteda, DSB-89 and SCSI Building Component 6904 Parks East Blvd. Tanga. FL 33610 Safely Information avallaMe Rom If= Plato Insfituto. 218 N. lee Strool. Salle 312. Alexa ndflo. VA 22314. Job russ Truss Type oty ply I T115060t2 TB0t52 T04 Hip 1 t Job Reference(optional) tsusastsrastsoures.lampa. rrantq ay.rrouaan.taoo....___..r.__...._....__...----•___--- ID:itsO4vLfwhHT994F1 VUOLOz_9bD-aKI73CGU2XO4,)8c7x048kXJYInVXZ__d3muKgbzcyyDSk 4-0 5.0.0 20-0-0 4.2.0 3-0-0 31.4.0 0.0 51004-5 .2.0 .10.0 1-4-014 Seale . 1:54 6 4x6 = 3x4 = 4x6 _ 4 14 5 15 6 j N jg LOADING ( psi) TCLL 20.0 TCOL 15.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0- 0 Plate Grip DOL 1.25 Lumber DOL 1. 25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. DEFL. in TC 0.50 Ven(LL) -0.19 BC 0.75 Ven(TL) -0.55 WO 0.34 Horz(TL) 0.11 Matrix) poc) Vdell Ud 2.12 >999 240 i 2.12 >6391808rVarVa PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% LUMBER- BRACING - I TOP CHORD 2x4SPNo.2 TOP CHORD Structural wood sheath) g directly applied or 3-3-1 oC puffins. BOT CHORD 20 SP No.1 BOT CHORD Rigid telling directly applied or 7-9-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1437/0.8-0, 8=1437/0-8-0 Max Horz2=76( LC 16) Max UPIifl2=-216( LC 12), 8=-216(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2. 13— 2361/816, 3.13-2284/835, 3-4— 2020l721, 4-14=-1759/701, 5-14=-17597701, 5-15=-1759/701,6- 15=-1759/701,6-7— 20201721,7-16=-2284/835,8-16=-2361/816 BOT CHORD 2-12— 634/ 2018, 11-12=-525/1950, 10-11-525/1950, 8.10=-647/2018 WEBS 3-12=-3331256, 4- 12=-133/578, 5-12=-366/186, 5.10=-366/186, 6.10— 133/578, 7.10=-3331256 I NOTES- ( 8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=15fh Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C- C Extertor(2) -1.4-0 to 1-8-0, Intedor(1) 1-8-0 to 10-0-0, Extedor(2) 10.0.0 to 24-3-12, Intedor(1) 24-3.12 to 31-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=i 16. 8=216. 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.' WARNING • Verity d*dgn pammatma and READ NOTES ON THIS ANO IMCLUOEO MITEK REFERANCE PAGE MI.7477lay. Ia&00/2015 BEFORE USE • t valkl for use only v4m MI lek® connectors, n* desltpt It based only upon rxadaneters shown. and Is lot us. htllvkAtal building component. nor 0 Was system. Before use. 1ho txdldho designer must veaN Ile aWicablilly of design Iwtameters and Ixoporly incorporate #* design Into the overall txAding design. Bracing Indicaled Is to prevent bucldktg of IrxllvkkKS mrss web and/or chord members otry. Additions) lemrxxcry and perm<nnent Ixoclrtg M iTe k' Is sways fegltred (at stablilly cnd to Ixevonl cdlgne wllh possOxe porsond trtf sy and Ixolteny damage. rot general gtddcnce tagardllrtg Iho kntxicallon. storago. delivery. areclkxt <srxf Ixacing of trusses and Irtss systems. woANSI/TPI I Quality Criteria. OSS-89 and SCSI Bulldhi; Component 6904 Parke East Blvd. Safety IMormaaan ovdlatAo uom Irtm Plate Inslllute. 2IS N. Lee Skeet. Stile 312. Alexandriaa, VA22314 Tortuga. FL 33610 I russ Truss Type ty ply T11596913T8Job0t52TOSHp1t Job Reference (optional c .lad) Dawes , tsumere Frrstbaurce. rarrpa, mm t„ay. ID:rtsO4vLfwhHT994F1VUOLOz_9b0.2XhSOeVgljCsmml7dsFmrlSrxvrg54w7 a8V2yyD81 1.40 6.0.0 15-0-0 22-0-0 30-0-0 3f•a-0 1 -a-0 8-0-0 7-0-0 7-0-0 8-0.0 6x8 = 20 II 5x8 = 910 Scale . 1:54.6 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.79 BC 0.81 WB 0.29 Matrix) DEFL. in Ven(LL) •0.12 Ven(fL) -0.38 Horz(TL) 0.12 Qoc) Udell Ud 1 9 >999 240 2-11 >930 180 6 n/a We PLATES GRIP 1IT20 2441190 Weight: 136lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP M 31 'Except' TOP CHORD Structural wood sheathlrlg directly applied or 2.2.0 oc puriins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.6-1 oC bracing. 80T CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1437/0-8-0, 6=1437/0-8-0 Max Horz 2— 63(LC 17) Max Uplift2=-199(LC 12), 6=-199(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-12=•2302r131, 12-13=-2191l742, 3.13-2178/758, 3-14-2490/924. 4-14=-2489/924, 4-15= 2489/924, 5.15=-2490/924, 5-16=-2178/758, 16.17=-219If742, 6.17=-2302(731 BOT CHORD 2-11=-529/1933, 10.11=•527/1940, 9-10-527/1940, 8-9=-538/1940, 6-8=-540/1933 WEBS 3-11=0/332, 3-9=-248/742, 4-9=-535/291, 5-9=-248/742, 5-8=0/332 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; BCOL=5.0psf: h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Exledor(2) -1-4-0 to 1.8-0. Interfor(1) 1-8-0 to 8.0.0. Exterior(2) 8-0-0 to 26-2-15, Intenor(1) 26-2-15 to 31-4-0 zone; end vertical 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.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=199, 6=199. 7) 'Seml-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' WARNWO - Vartry doeffin paramefen and READ NOTES ON naS AND INCLUDED MlrEK REF£RANCE PAGE MF7473 rev. IM3,201S BEFORE USE Design valid la use only elm Milok®conneelors. IMs closign Is based only upon paatnotots shown. and 6 for an hcllvldral 1 aiding component, nor a tray syslenl. Rofote use. the IxBdrlg designer mull verity the aybrllCa blilty of design Iwramalars and Ixopefly Incorloiale nk design Into the overall building design. Bracing Indicated Is to lNevenl budding of kXRWJudd buss web and/or c"d members only. Addllorwl tem{xwxy and permanent bracing M iTek' Is always recµlted for sta lllly and to ptovent collgno wllh possible personal k*.Ty and popeM damage. rot general guidance tegadng the raOrloalon, storage. Uallveny, oractlon anal tracing of mesas and tress syslems seeANSIRPI I Quality Criteria, OSS-89 and SCSI SulWing ComponOnt 6904 Parke East Blvd. Safety Irdatmatlarl avaltaile from truss Plate IrutrMe. 218 N. Lee Street. Suile 312. Alexandria. VA 22314 i Tampa. FL 33610 Job russ Truss Type ty Tt15989t4 TBOt52 T06 Hip Girder 1 t Job Reference o ttonal Buddele FaelSearca. t amps. plant tarry, F10traa:r7066 I" •,,Z. •. 10:itsO4vLMfiHT994F r VUOLOz_8bD•2xhSOcVgljCsmmi7dsf mrl5glvq Wiyzw7_a8V2yy08i 1.4,0 1 6-0-0 12.0.9 17.11.7 24." 26.8.11 30-0-0 31.4-0 1.4-0 3. 5 2.8.11 6O9 5.10.13 6-0.9 2$11 3.3.5 Seale . 1:54.6 LOADING (psi) SPACING- 2-0-0 CSI- DEFL. in poc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) 0.31 11.13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Ven(TL) 0.87 11-13 >406 180 I MT20HS 1871143 BCLL 0.0 ' Rep Stress Iner NO WS 0.87 Horz(TL) 0.16 8 We rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 180lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 1 Except' TOP CHORD Structural wood sheathing directly applied. 3.5,5.7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.9-4 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 4-14, 6-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2739/0.8.0, 8=2217/0-8.0 Max Horz 2=-50(LC 9) Max Uplift2=-565(LC 5), 8=-425(LC 4) Max Grav2=2753(LC le), 8=2217(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5488/1150, 3-4=-4921/1069, 4-5=-7857/1720, 5-6=-7857/1720, 6-7-3701/797, 7-8=-4160/850 BOT CHORD 2-14=-993/4881, 13.14=-1661/7920, 13-15=-1398/6817, 12-15=-1398/6817, 11-12— 1398/6817, 10-11— 1398/68n, 8-10— 694/3626 WEBS 3.14— 313/1980, 4.14-3299/786, 4-13=0/733, 6.13= 292/1224, 6-11-421634, 6-10=-3482/814, 7.10=-264/1542 NOTES- (12) 1) Unbalanced root live loads have been considered for this design. 1 2) Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=5.0ps1: h=1511t; Cat. If: Exp C; Encl., GCpl=I . 18; MW FRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wideiwfll fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=565, 8=425. 8) Girder carries hip end with 16.0.0 right side setback, 6-0-0 left side setback, and 6.0-0 end setback. 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 devices) shall be provided sufficient to support concentrated load(s) 1376 lb down and 255 lb up at 14.0-0, and 516 lb down and 96 lb up at 6.0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) '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 Q WARNMrG • Vedly design param etent and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI.74" rev. IOAKMIS BEFORE USE Design vdkt for use only vAth MllekS connectors. this design It based orgy upon pxanoters shown. and Is for an MMdual building component. not a hum systan. Before, use, the friOC ng deskltnet mursl vonfy the aWica bully of ck'slgn paaneters and Ixopedy I ncogexate Ihb design trgo tho overall building design. ®acing Indicated is to Fxevent budding of Individual cuss web and/or chord members only. Additional lompotary and prrmanent brking M iTek' Is always required for stability and to prevent cdtatxo with possible rersoral frnRay and property danogo. Fa general guidance regarding mo kgxlcalbn, storage, cletNaery, erectionandbracingofInrssasdhmusssystems, soeANSI/1PI1 Quatily Criteria, OSS-89 and SCSI lulldlng eompanont 6904 Parke East Blvd. Satoh IM . often available from truss Pluto Institute. 218 N. Leo Street. S,lle 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Typo N N n,s969,4 TB01S2 T06 Hip Girder Job Reference o tional u.r r..w.....:e i,... c.: I.n e nn 7•Sr. 9nf 7 Pnnn 9 rlurraare Faetbource, larrrpa. mri, 6 .Y. r,vnua I D:ItsO4vLtwhHT994 F i VUOLOz_ 9bi- 2XhSOcVglfCsm me7dsFmrl5givq Wfyzw7_a8V2yyD8j LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3— 70, 3-5=-128(F— 58), 5-7=-70, 7.9_ 70, 2-14= 20, 14-15=-37(F=-17), 8-15=-20 Concentrated Loads (lb) Vert: 14=-405(F) 15=-1080(F) WARNWO - Verily dodpn paramobro and READ NOTES ON THIS ANDWCLUDED MITEK REFERANCE PAGE MI67473 rov. IOD3MIS BEFORE USE DEAIgn va ild la use only wtm Mllek®conneclors. Ihls design Is based only upon parameters shown. and Is 101 an kxkAdual bolding component. not a liras syslcan Before use. the lxAlmng deslgnof mist verity Ih0 ap plIcablIty of closlgn Ixvameters and Ixoperiy Encorpoiale Ihtsdesign Into the overall lxAlcAng design. BrackV Indicated Is to Ixevent buckling of Individual Inss web aril/or chord members only. Additional temporary tnd p enna eni lxackng M iTe k' tsalways regUrod la stablllly and to Ixevent collaim with possible personal IUr+v and pxop erty darnogo for general guidance regcwdhg the Iabriccrflon. storage. delivery. erection and tracing of IRnses and Inss systems sc-:ANSI/TPI I Quality Criteria. 058.69 and SCSI Building Component 6904 Parke East Blvd. Salary Indotmarton avtltal le Irom truss Plate Iulltute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. I Tampa. Fl. 33610 Job Truss Truss Type Qry T1t596915 780t52 T07 Hip 1 t I Job Reference d ptional) briefs hnarbuource, i armm. Mitt l .ry, r W.. -- 7.9.5 ID:itsO4vLfwhHT994F 1 15.3.E 14-" 15,010 22.2.11 6.11.3 044 - 6.11.3 0.3-e 4x6 = 5.90 P2 ki6wHJB2m?OzdOGIBeSxh3MeJi2 VyyD6i 1.4.0 ' Style .1:55.5 N IT 0 LOADING (psi) TCLL 20.0 TCDL 15.0 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/rP12007 CSI. TC 0.82 BC 0.78 WB 0.33 Matrix) I DEFL. In (loc) Udell L/d Vert(LL) -0.34 10.12 >999 240 Vert(fL) -0.63 8-10 >557 180 Horz(fL) 0.09 8 n/a rVa PLATES GRIP MT20 244/190 Weight: 137lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1437/0-8-0, 8=1437/0-8-0 Max Horz2=11O(LC 12) Max Uplift2=-250(LC 12). 8=-250(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13— 2318/679, 3.13=-2216l704, 3-4— 2028/671, 4.14=-19331679, 5-14— 1901/695, 5-15=-1901/695, 6-15=-1933/679, 6.7=-2028/671, 7-16=-2216(704, 8.16=-2318/679 BOT CHORD 2-12-504/1967, 12-17= 218/1307, 11-17=-218/1307, 11.18-218/1307, 10-18=-218/1307, 8-10=-51W1967 WEBS 5-12= 219l770, 3.12=-494/331, 5-10=-21W770, 7.10=-494/331 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=4.2psf; BCDL=5.Ops1; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2) -1-4-0 to 1-8-0, Interlor(1) 1.8.0 to 15-0.0, Exterfor(2) 15-0-0 to 19-2-15 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconafrrent with any other live loads. 4) ' 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 = 1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0(=1b) 2 I250, e=250. 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.' 0 WARNING - Verily design parameters and READ NOTES oN THIS AND INCLUDED ArrfEK REFERANCE PAGE MD-7473 mv. I041a/26t6 BEFORE USE Design vakd for use only wim Mllek®conneclors M design Is teased only upon parameters shown, and Is tot an Wivldral txAdrng component, not o miss system. Befao tfse, the Ixlldhng doslAnca must verity the applicability or design parameters and pioperly Incor{ofale this design Into the overall building design. eating Indicated Is to prevent txoclding of Individual muss web aril/of chord membefs only. Add,kxal temporary and permanent tracing MiTek' 6 always resluhed too stability and to prevent collapse with possible personal "and property damage. For General guidance re"cling the fabrication. storage. de0very, erection and bracing of trusses and inns systems. soeANSI/IPII Quality Criteria, DSB-69 and SCSI Wilding Component 6904 Psrka rest Blvd Safety Information avalk"o from truss Plate Institute. 218 N. Leo Shoed. Suile 312. Alexandria. VA 22314. Tampa. FL 3300 Job Truss Truss Type oty Ply T60152 Toe Hip 1 1 Ttt596916 Job Reference o Plional) Bwdels FociSource. Tempo, Plant ctry, morma raaoo . ^w ,. •, .. • ... -- .-.._ __ - __... _w_ . ID:itsO4vLfwhHT994 F I VUOLOzi 9b0_voCrlXwgLS294sWIHHExAABviXhBOICal3FaxyyD8h I 4d-0 0 7.9.6 12.8.8 15-0.0 17.3.8 22-2.11 30.0.0 31 •a-0 7. 9-5 4-11.3 2-3-8 2.3-6 4-11.3 7.9.5 Scale . 1:55.5 3x6 = I 3x4 = 4x6 = 3x4 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) -0.43 2.11 >811 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.79 Ven(TL) -0.80 2-11 >440 180 BCLL 0.0 ' Rep Stress Incr YES WB 025 HOrz(TL) 0.10 7 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 131 lb FT = 20°b LUMBER- TOP CHORD 2x4 SP No 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1437/0-8-0, 7=1437/0-8-0 Max Horz 2=-95(LC 17) Max Uplift2= 236(LC 12), 7= 236(LC 13) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2310/742,3-12=-2207l767, 3-13=-2016/715,4-13=-19881731,4.14=-1496/652, 14. 15- 1496/652, 5.15=-1496/652, 5-16_ 1988/731, 6.16=-2016(715, 6.17=-2207/767, 7- 17=-2310l742 BOT CHORD 2-11=-560/1958, 11-18=-331/1496, 10-18- 331/1496, 10-19=-331/1496, 9-19=-331/1496, 7- 9=-573/1958 WEBS 4-11=-153/656, 3-11=-467/311, 5.9=-153/656, 6-9=-467/311 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=5.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpt-0.18; MWFRS (envelope) and C-C Extedor(2) -1-4.0 to 1-8-0, Intedor(1) 1-8-0 to 12.8.8, Extedor(2) 12-8-8 to 21-6-7, Intedor(1) 21.6-7 to 31. 4.0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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 100lb uplift at foint(s) except 01=11b) 2=236, 7= 236. I 7) ' Semi -rigid pitchbfeaks 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 WARNWG - Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE NA-1473 rov. rOOVAIS BEFORE USE. Design va11d tar use only with Mllek® connectors. W& deslgn is based only upon parameters shown. and Is lot an individual building component, not a Was system. Before use. the lxAdIng designer must vedty the gtpllcablity of design paramelers and Ixoperly I ncapotate this design Into the overall 1xeding design. Bracing Indicated Is to Ixevenl lwcldlno of Individual Imtss web and/of chord members only. Additional tem"ary and permanent bracing WOW Is always regJred lot slatAlly and to rxevent coligm wllh posslAe pefsorwl h0.dy and Ixoperty danage. Fa general gnldatco iegadng the klx1callon. storage. delivery, erection and lxaci ng of Intsses and Imiss systems. seeANSI/IPI I QwIIM Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety information available from truss Plato Institute. 218 N. Lee Sheet, Sidle 312. Nexandria. VA 22314. I Terlpd, FL 33610 Job Truss Truss Type oty ply I T„sgse,T TBOIS2 Tog Hip p 1 t lJobReterencedoptionaB Builders FustSource, Tompo. Plant City. Florida 33566 1.4.0 ' 5-1.13 640 GAP( 19 2016 M11 sk 43.8 5.0.15 4x6 = 30 = 4x6 = 4 5 6 mC Fir JUI 14 06:42:7Y 2017 F Scale - 1.54 6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) 0.11 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(rL) 0.3211-13 >929 180 BCLL 0.0 ' Rep Stress Incr YES WO 0.48 Horz(TL) 0.05 10 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathll directly applied or 4-1-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/slze) 2=1201/0.8.0, 10=1605/0-8-0, 8=68/0.8.0 Max Horz 2=81(LC 16) Max Uplift2=-201(LC 12), 10=-183(LC 13), 8=-73(LC 23) Max Grav2=1201(LC 1), 10=1605(LC 1), 8=115(LC 24) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-15= 1970/652, 3-15=-1831/665, 3.16=-1452/531, 4-16= 1357/550, 4-5=-1225/561, 5.6=-852/425, 6-17— 947/413, 7-17=-1045/394, 7-18— 124/551, 8.18=-140/441 BOT CHORD 2.14=-501/1677, 13-14— 509/1664, 12-13=-264/1158, 12.19=-264/1158, 11-19— 264/1158, 8-10=-407/218 WEBS 3-13=-490/263, 4.13=-36/330, 5-11=-543/231, 7-11=-285/1128, 7-10=-1508/577 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; TCOL=4.2psf; BCDL=5.Opsf; h=1511; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1.4.0 to 1-8-0. Interior(1) 1.8-0 to 10-8-8. Exledor(2) 10.8-8 to 23-6-7, Interior(1) 23.6-7 to 31.4.0 zone; end venleal left and right exposed;C-C for members and forces 6 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 psi bottom chord live load nonconcuf rent 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 100 lb uplift at )oinl(s) 8 except Qt=1b) i = 201 10=183 7) 'Semi -rigid pitchbieaks 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. Verily design penmetwe and READ NOTES ON TNIS AND INCLUDED WTEK REFERANCE PAGE 1107477 rev. F40MIS BEFORE USE Oealgn valid for use only with MllekS connectors. this design is basod orgy upon p3mmelers shown. and Is for an IrxlMdual rAAdk O component. nor o buss system. Before use, the bulidlrng designer rent verity the applieablilly of design paanolers and Imopedy I ncoOborato M design Into the over(il building design. Brocho Indicaled is to prevent budding of Individual truss web aril/or chord members only. Additional temporary and pemnanent bfacing WOW Is always required tot stablllly and to prevent collapse with possible personal Irytay and properly damage. For genetal guldance regardrlg One talxlcatlon. storage, delivery, erection and bracing or trusses and urns systems, s"ANSI/TPI I Quality Criteria, OSS-69 and OCSI SuOding Component 6904 Parke East Blvd. Safety Information avdUable from (russ Plate Insiltute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ russ ype ty ply T, ue e69, T80152 T,0 HQ 1 1 Job Reference (optional) c.. , n en. o.... BUlldete F1rat50UrCe, Iefrpa, ,'rant tiny. FlOrlaa SJ000 ...+...-1. .. .... ..... .. ...___..._-. ..._. ... ... __.. ID: ItsO4vLfwhHT994FIVUOLOz_9bD•xlwyG YAMyiHFNOusrJtObFarWA4ft1V2cYMegyyDSf 1. 4-0 a$-0 B$$ 15-0-0 2,-3*8 30-0-0 , 4-0 14. 0 4$-0 4-0-6 6-3$ 6.3$ 8-8-81.4-0 Seale - 1:54 6 5x6 = 2x4 II 5Y6 = N a LOADING ( psi) TCLL 20.0 TCDL 15.0 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/rP12007 CSI. TC 0.54 BC 0.99 WB 0.42 Matrix) I DEFL. in Vert( LL) -0.22 Vert( TL) -0.60 Horz( TL) 0.06 loc) Ildefl Ud 9- 11 >999 240 9. 11 >504 180 8 Na n/a PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. 3. 5: 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 5-8 6. 10: 20 SP No.1 WEBS 2x4SPNo.3 REACTIONS. ( lb/size) 2=1224/0.8-0, 8=1492/0-8-0, 6=15WO-8-0 Max Horz2=68(LC 16) Max Uplift2=-195(LC 12), 8— 148(LC 8), 6=-128(LC 13) Max Grav2=1224(LC 1). 8=1492(LC 1), 6=183(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.12=-2005/588, 12-13=-1872/601, 3-13=-1860/617, 3-14_ 1586/649, 4-14=-1585/649, 4- 15=-1585/649, 5-15=-1586/649, 5-16=-66/555, 16.17=-69/423, 6-17= 85/377 BOT CHORD 2-11— 395/1653, 10-11=-412/1412, 9.10= 412/1412, 8-9=-236(798, 6-8=-384/222 WEBS 3-11=0/523, 3-9=-79/345, 4-9= 472/249, 5-9= 241/1024, 5-8=-1699/613 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=5.Opsh h=15It; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1.4-0 to 1.8.0, Interior(,) 1.8.0 to 8-8-8, Extedor(2) B-8-8 to 25.6.7, Interior(,) 25.6-7 to 31-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 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 i will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=195, 8= 148, 6=128. 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 - Verily dedifn Para ndem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7473 rev. 14116=015 BEFORE USE DesW veld lot use only MNh MllekO connectors Ras design Is WSW oNY ul»n Ixaarrleters shown. and Is for an Indivkhtal rxAding Component. not a Inrss system. Before use, the btAaNrKI designer must verity the (gx)[kolAlly of design patanieters and popedy Wofpoiato it%design Into the overall txAdng design. tyaci g kxllcaled b to prevent buckling of individual fam web and/or chard members only. Additional temporary and perma,eni blctcing M iTek' 6 sways ieWted for stalwlty and to pevent coliaine Win poss811e petsoral frUlaY aril poperty damage. For general gtlaia ce regarding 0,e C" Icatlon, storage. dellvery. erection and Uracing of tnrsses and Inns systems, seeANSi/IPI I GuaOfy Critarla. DSB-89 and SCSI Building Component 6904 Parke East Blvd Salety IMormatlon ovdiatlle from Itus Rate Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. 1 Tampa, FL 33610 Job Truss tY r„sa6sle T80152 Tit jTrussTypeRootSp/Cial 1 1 Job Reference optional euaaers Faasourta. romps, rmm%,", rMma e.raoo __...___._..... ID:itsO4vLMfiHT994F1VUOLaz 9bD-xrG YAMyiHFNOusiJiObFYOWDvf1UV2cYMegyyDSf 1.4.0 a-6-1 10.0-0 13-3.8 18.3.8 23.3.8 30-0-0 31.4-0 1.4-0 4.6-1 5-5.16 3-3-e 5-0-0 S-0-0 6-8-8 1.4-0 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 SCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No-2 WEBS 20 SP No.3 4x6 = SPACING- 2-0.0 CSI. Plate Grip DOL 1.25 TC 0.70 Lumber DOL 1.25 BC 0.80 Rep Stress Incr YES WB 0.91 Code FBC20141TPI2007 Matrix) 5x8 = - 3x4 = DEFL. in (loc) Well Ud Veri(LL) -0.20 11-13 >999 240 Ven(TL) -0.58 11.13 >516 ISO Horz(TL) 0.06 10 We We Scale .1:55.5 3x4 \N PLATES GRIP MT20 244/190 Weight: 150 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied or 3 10 5 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-3.12 oc bracing. REACTIONS. (lb/size) 2=1163/0-8-0, 10=1893/0-8-0, 8=-183/0-8-0 Max Horz2- 76(LC 17) Max Uplift2- 192(LC 12), 10-323(LC 13), 8=-198(LC 3) Max Grav2=1163(LC 1). 10=1893(LC 1). 8=28(LC 12) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-15=-1879/606. 3.15- 1758/621. 3-16=-1648/558. 4-16-1556/569. 4-5=-21061781. 5-6=-1803/641, 7-18=-336/1227, 18-19=-337/1130, 8.19-350/1041 BOT CHORD 2-14-454/1606, 13-14=-238/1187, 12-13=-338/1266, 11.12=-338/1266, 8.10=-1003/427 WEBS 3-14-307/218,4-14-103/395,4-13=-420/1169,5-13=-1157/501,6.13=-126/652, 6-11 =- 1327/503, 7-11 =- 179/883, 7-10=-2111/637 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=5.0psi; h=15ft; Cat. II; Exp C; Encl., GCpi=O.18; MIN FRS (envelope) and C-C Extedor(2) -1.4-0 to 1-8-0, Intedor(1) 1-8-0 to 10.0-0. Exterlor(2) 10.0.0 to 26.3.8. Interior(1) 26-3-8 to 31-4-0 zone; end vertical 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=192, 10=323, 8=198. 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 WARNING. Vadly dedpn pamie aniand READ NOTES ON TNJS AND INCLUDEDWTEN REFERANCE PAGE At¢)4?3 rev. 1dA1/lO1S BEFORE USE Deso valkl la use only w1m MI lek®conneclors. thisdesign S Ixwd only upon Ixiianoters shown. and S lot a, tr,UMdal 1"ahg component, not a etisssystem. Buloto use. She building designer mtrst verity the aglllealAlly of design lxxamoters and Ixoporiy Incorywialo it* dlesign Into the ovetalll txlldng dosIgn. IlrocN kxllcoted Is So pievenl lxicMing of IndWtKd hiss web aril/a chord members only. Adc1I11onal temixxary and permanont txactng M iTek• S always iWAtod for stability and to Ixevent collapse with posItAo personal trYtay and property danoW. For general guidance togoid ing Ono falxlcolkxn, storoge. delivery. etecrton ax1 txackng of trusses and Inm systems, weANSIMI I Quality Criteria, OSS-89 and SCSI Bulldtng Component 6904 Parke East Blvd. Salary Intor ation avallarAe trot truss Plate Institute. 218 N. Lee Strool. Suite 312. Alexandria. VA 22314. Tanpa. FL 33610 Job Truss Truss Type oty ply TIIS96920 TB0152 T12 Common 3 1 Job Reference o tional n . e.., to m s; M,T k IMusrries Inc_ Fn Jul 14 oa'43 Of 2017 Pane 1 Builders FIf3lSource. lamps. rtam Coy. Fwiva sA000 - - - I0:ttsO4vLfwhHT994F 1 V1JOLOZ_9bD•PUULTKZp7Gg85Xa50PgxYpom 1 NANYOM71GGHvBGyyDBe 1 d-0 s-7.10 10-0-0 14.4-6 20.0-0 1d-0 5.7.10 4.4.6 ' 4-4-6 I 5-7.10 Scale - 1:36.5 4x6 = io a><o Sx8 = LOADING(psf) TCLL 20.0 TCDL 15.0 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/rP12007 CSI. TC 0.45 BC 0.97 WB 024 Matrix) DEFL. In Vert(LL) -0.16 Ven(TL) -0.47 Horz(TL) 0.05 roc) Wall Ud 6-7 >999 240 6-7 >493 180 6 n/a We PLATES GRIP MT20 244/190 Weight: 87 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2.12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=865/0-8-0, 2=992/0.8.0 Max Horz 2=86(LC 16) Max Upldt6=-140(LC 13), 2=-178(LC 12) FORCES. (lb) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-1433/459, 3-8_ 1361/477, 3-9=-1073/354, 4-9=-992/365, 4-10=-992/385, 5-10= 1074/370, 5-11- 1347/497, 6.11=-1428/486 BOT CHORD 2-7- 352/1202, 6-7- 354/1219 WEBS 4-7=-159/630, 5-7=-399/253, 3.7_ 380(244 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=4.2psf: BCDL=5.0psf; h=1511; Cat. If; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1.4-0 to 1-8.0, Interior(1) 1.8-0 to 10-0-0, Extedor(2) 10.0-0 to 13-0.0 zone; end vertical II ft and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Ops1 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 100lb uplift at joint(s) except (jt=lb) 6=140, 2=178. 6)'Seml-rigid pltchbreaks 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.' WARNWG - yodly design paramerora and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE Ma-7473 rev. raWMI5 BEFORE USE. Design valid (of use only vAm MIIek0connLctots. It& design is rxmed orgy ulm parameters shown. and Is loran hxdlA dual txAdhtg component, rat a Inrss system. Before tne, the IxAdlrrp designer must verify the applkab li fy Of design txuameters gild Ixoletly tncorpofale ttgs deslgn Into the overalltemporarytkocing M iTek' building design. ®acing Indicated is to pxevent 1x1ckling of Individual truss welt and/ot chord members only Additional and pemnanent Is always necpJtod lot slal>IIIly and to prevent collapse wllh poss9xe personal Injury and Ixoperly damage Fa genetat gildalce regarding the lalAcallOrl, storage. delivery, efoctton alnd txcrcing of Irtrsos and Inrss systems, seeANSI/941 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa. FL 33610 Salary IMormaBon ovaltabte horn truss Rate institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Job rUSS ruse Type ry T11596921 MOM T13 Common 1 t Job Reference lions Cri 4w f I ne•d1 m 7n17 Pwew 1 9Yeders FYel5wrce. 1 amDa, rlem bay, rmwo aa000-- ID:it504vLfwhHT994F 1 V UOLOz_ObD-tg2iggaRUZy?Uh9H_6MASOLybJs_7pPOVw1 Tj'IyyD8d 1 •sA 5.7.10 10-0-0 14.4.6 20-0.0 21.4-0 1.4-0 5-7-10 4-4-64-4-6S•7.10 1.4A Scale - 137.2 4x6 = axe - Sze = 10A-0 2".0 10-0-0 10-0-0 Plate Offsets (X Y)- 8'0-4 0 0.3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) -0.16 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(rL) -0.45 6-8 >520 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.05 6 We n/a BCOL 10.0 Code FBC2014lrP12007 Matrix) Weight: 89lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6-15 oc punins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=987/0.8.0, 6=987/0-8-0 Max Harz 2=76(LC 16) Max Uplift2=-177(LC 12). 6= 177(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-1404/432,3-9=-1349/450,3-10=-1060/343,4.10_ 979/354, 4-11=-979/354, 5-11=-1060/343, 5-12= 1349/450, 6-12- 1404/432 BOT CHORD 2.8= 286/1191, 6-8_ 310/1191 WEBS 4.8- 125/624, 5.8_ 3804245, 3-8=-380/245 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=4.2psf. BCDL=5.Opsf-. h=1511; Cat. If: Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1.4-0 to 1-8-0, Interior(1) 1-8.0 to 10-", Exterior(2) 10-0-0 to 13-0-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi 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 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 2=177, 6=177. 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 dedyn panmetmt end READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MS•7Q3 rev. M034015BEFORE USE Design, valid for use only Win MllekO connectors. this design is lxlsed only upon rxad meters shown. and Is lot an I ndlvlckal building component, nor a hncs system. 0efoto use. the Ixadng designer must verity the appllicabllty of design placlrnolers end piopotly Mcol otato this design Into the overall Additional lemporary and permanent Iratci ng M iTek' buildingdesign. Bracing Indicated Is to prevent buckling of Ir WLK9 truss web and/or chord members orgy. Isalwaysrequiredforstablillyandtopreventcotidpdow11hpossUlepersonalfrWyandproloriydamage. For General guidance regarding the 6904 Parke East Blvd 1cfIxtatlon, storage. dailvery. eracllon cord txacfrng of trusses and frtm systems SOOANS1/IPI I CuaOty Criteria, OSS-89 and SCSI Building Component Salary Information avcllebte from truss Plato ins1IMe. 218 N. too Street. Sulte 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Ttt596922 T110152 T14 Common Supported Gabb 1 1 LbAeference(optionaf) t5uaaers Flretb Irce, rempa, ram uy. r,wraa auavo.._.__...___._..._._._...___...__,__ __ IO:its04vliwhHT994f 1 VUOLOz_9b0-Ltc5u9b3et$s6rkTYgtPeElBzjPxslMykamOF9yy08e t 4-0 10-0-0 20.0-0 21.44 1 4 10-0-0 10-0-0 1.4-0 Scale . 1:37.2 4x6 = Six = 21]-0-0 20-0-0 Plate Offsets (X Y) 118.0-3-00.3-0) LOADING( psl) SPACING- 2-0.0 CSI. DEFL. in poc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) 0.00 13 rVr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 8C 0.08 Ven(rL) 0.01 13 Nr 120 8CLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 12 rVe IVA BCDL 10.0 Code FBC2014frPI2007 Matrix) Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20.0-0. pb) - Max Horz2=-76(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22. 17. 16, 15, 14. 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18. 19. 20, 21. 22. 17. 16. 15, 14, 12 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 7-8=-91/251 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (11) 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS ( envelope) and C-C Comer(3) -1.4-0 to 1-8-0. Extedor(2) 1.8-0 to 10-0.0. Comer(3) 10.0.0 to 13-0.0 zone; end vertical 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) 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 ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent with any other live loads. 8) - This truss has been designed for a live load of 20.OpsI 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20. 21, 22. 17, 16. 15, 14, 12. 10) 'Semi- dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' rL WARNWO - Verlry dedgn pamwtans and READ NOTES ON TMS AND INCLUDED /NlrEK REFERANCE PACE 1107479 rov. 104I111015 BEFORE USE Design vaikl la use orgy with Mlleka9 connectors. th is design Is based only upan paanell-13 shown. and Is la an trxlMc0.al building component. 1 a Ines system. Belae use, Iho building daslgrot mt1sl vedly the c"Alcablity of doslgn pxaarolers and properly hcorporato "design Into the ovetail IxOdlrV design. Bracing trKJkaled Is to prevent budding of Individual truss web and/a chord members orgy. Additional lempotary and permanent bracing M iTe k' Is always tegmltod tot slablilty and to pavent celkpMo w11h possible pxnsorxl k"y and ptolorty damages. for general guidance tegaddhg me k"Icatlon, staago, delivory, otectlon and bracing of tales and taus systems. sue-ANSI/IPI I Guatlly Criteria, OSS-69 and SCSI Building Component 6904 Pltke East Blvd. Safety Information available from truss Plate hslMo. 216 N. Lee SiKol. Sidle 312. Alexandria. VA 22314. Torrpa, FL 33610 o puss ruse Type ly Fpry r„s96e23 TB0152 T,5 Common 3 t Job Reference bone nuaaars ras,bouree. I ampa, rtani L ffy. rarma o uu ... • •• •-v_ ID:itsO4vLfwhHT994F1VUOLOz 8bD-Ltc5u?b3et5s6rkTYgtPeEt9hiFesH3ykamOF9yyD8c 1.4 O 8.0-0 16-0-0 1 4.0 8-0-0 "_0 Scale - 1:29.1 4x6 = 1" O 3x6 = exb = 8.0.0 16-0-0 a.n n H.O-0 Plate Offsets (X.Y)•- 15:0.3-0 0-3-41 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.11 4-5 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(rL) 0.34 4-5 551 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 HOrl(rL) 0.03 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 58lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 'Except* TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=696/Mechanical, 2=82510-8-0 Max Horz 2=73(LC 12) Max Upiift4-114(LC 13), 2-150(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1017/293, 6-7=-894/307, 3.7-867/320, 3-8— 854/337, 8-9=-887/322, 4-9=-1009/319 BOT CHORD 2.5=-180/794, 4-5-180/794 WEBS 3-5=0/387 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=S.Opsf; h=15ft: Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-4-0 to 1-8-0, Inledor(1) 1-8-0 to 8-0-0, Exterior(2) 8.0-0 to 11-0.0 zone: end vertical 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 3) This truss has been designed for a 10.0 psi 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except at=lb) 4=114, 2=150. 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 WARNWG - Verify dadgn paramerem and READ NOTES ON THIS AND WCLUDED AMK REFERANCE PAGE AM7473 mv. 10A IVAI6 BEFORE USE Design valid for use orgy with fvllfek& connectors. Ihts design is based only utryxn parameters st o . and Is la an Individual building Component, not a later system. Below use. the lxdk ng designer mtnl verify the applicability or design paxamoterl arxd Ixopedy Incoglorote this design Into the ovorall 1xdlding design Bracing Indicated Is to Ixevent Ixrckltng of IndIvkftral truss web and/of Chad members only. Additional temporary and permanent tracing M iTek' Is always regtltod for stability and to Ixdwenl collapso wllh possBlle dxrrso nal frnhtry and property damage. for gonetal guidance regarding Bw krtxlcolbn. sta000, dollvery, eracllon anal tracing of Itusses and imps systems screANst/IPI I Quality Cdleda, 0$8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovally le from truss Plate kullMo. 218 N. Leo Stool. Suite 312, Alexandria. VA 22314. Tango. FL 33610 Job Truss Truss Type 0 N ply T11596924 T80152 T16 Hip Girder 1 1 Job Reference tional UUllaere 1-mbourca. I ampa, rwm wy, rgmaa- ID:ItsO4vLtwhHT994F1VUOLOz 9bD-p39T5LbhPBDji7Jg5XOeAROB27a5bi45zEW2nbyyDSb 3.9-5 6-QO 10-0-0 124D11 t84-0 17.4-0 3-3 5 N7. 4.0-0 2-8.11 3.3.5 R 06 = 4x6 = 30 = 2x4 11 2x4 11 30 = 6.0.0 10-0-0 16-" Plate Offsets (X Y)-- 11.0.0-13 Edael 14.0-0.13 Edaef LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.13 1-7 999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(rL) 0.26 1-7 707 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) 0.06 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1236/0-8.0, 4=1366/0-8-0 Max Horz 1= 59(LC 13) Max Uplift 1 =-241 (LC 8). 4=-280(LC 9) Max Gravl=1252(LC 15), 4=1366(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2312/427, 2-3- 1999/410, 3-4=-2318/432 BOT CHORD 1-7=-328/2016, 6-7=-329/2047, 4.6=-326/2015 WEBS 2-7=-58/672, 36=-60/676 Scale . 1.29.7 PLATES GRIP MT20 244/190 Weight: 60 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.5-10 oc purlins. BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. NOTES- (11) 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=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope). end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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 100lb uplift at jolnt(s) except (jt=lb) 1=241, 4=280. 7) Girder carries hip end with 6.0.0 end setback. 8) 'Semi -rigid pitchbteaks with fixed heels' Member end Ilxity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 516 lb down and 96 lb up at 10-0-0, and 516 lb down and 96 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-70, 2.3=-128(F=-58), 3.5=-70, 1.7_ 20, 6-7_ 37(F_ 17). 4.6=-20 Concentrated Loads (lb) Vert: 7=-405(F) 6=-405(F) WARNING - Vedly dosrpn pwwWers end READ NOTES ON 7NIS AND INCLUDED AMEK REFERANCE PAGE 1107473 rev. JOAX 0r6 BEFORE USE. Deslo1 valla lot use only with fAlek®connectors. M design Is Ixnod orlly upon Ixaarnelon sown. aril Is lot an trxlMdud txAdklg cornponenl. not a hues systorn. Below use. the blAdng designer must vodly the appllcabllty of doslptl paa nelea and Ixoperly Wotpotato ttta dosign Into to ovetall oNy. Addxaal temporary and permanent txackng M iTek' IxAding doslgn. Wachg Indicated Is to rxovont Ixrckling of IndNkkKA buss web and/or chard mnetnbet3 Is always lecahed la stalAlty and to prevent collapse wllh IX SSRAO rwrsoral Itytay and txoperty damage. lot general guidance tegadng the ktxlcc11 L storage. WIvery. otectkxn cxxl btaC U of lasses cna lass systerns, seeANSVIM I Qua ly Cdtetb. DS8.89 and SCSI Building Component 6904 Parks East Blvd Safety IMomnatlon avallatAo from bias Rate tmilMe. 218 N. too Suoet. Suile 312. AlexarvJno, VA 22314. Tampa. FL 33610 Job russ Truss Type aty ply T,1596625 T80152 VO4 Valley 2 1 Job Reference o tional kl 1 F'J 1140843:042017 Po a, Sudden FustSoutce. Tampa, Plano Cny. Florida 33S66 7.640 a Apt 19 20,6 Mira ndustrtaa. AC. u u ti ID:dsO4vLIwhHT994F I VUOLOz9bD-p39T5LbhPSDj?Jg5XOeAROKK7iFbmc5zEW2nbyyD8b 4- 0-0 4-" 2X4 r- 2x4 II LOADING ( psi) SPACING- 2.0-0 CST. DEFL. in poc) Vdetl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) rVa n/a 999 TCOL 15.0 Lumber DOL 1.25 BC 0.20 Vert( I-) We rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 1=145/3-11-8, 3=145/3-11-8 Max Horz 1=69(LC 9) Max Upliftl=-24(LC 12), 3=-37(LC 12) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when Shown. Scale. 1:12.8 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oC puriins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- ( 7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=5.Opsh h=151t; Cat. 11; Exp C; Encl., GCpl=0.18: MW FRS (envelope) and C-C Comer(3) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s) 1, 3. 6) - Semi-dgid pitcflbreaks 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 - VaAry datdyn panmaram and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE Al11-7473 tev. IGT3,201S BEFORE USE Design valkl to use ordy vAth tAlek® Connectots. RYs design Is based only Win rxtramolos shown. and is la an Individual building component. not a tnas system. Belem tao. Iho braking doslgrnet must vodN the gKllk:atlllty of design lxsametem a,d lxoperiy hcotl»rale this design Into the ovofcdl building design. Bracing Indicated Is to lxovent buckling of Individual truss web and/or Chord members only. Additional ternlxxary and permanent Imocing M!Tek' is always teed tot stability and to lxevonl collgro with possible personal " and {xgeerty damage. For general guidance logadktg S%o o k;atlorx storage. doltv". oClkxn and tracing or trtmes and Inm systems. sooANSI/IPI I Cuallb Cdtada, OSa-S9 and SCSI Wilding Component rk 6904 Pack* East Blvd.fab npa ck To East 0 Surety INormation avcaabto tron truss Rate institute. 2IS N. Leo Street. Suite 312. Alexandria. VA 22314. T80t52 1 V06 1 Valley T11SO6926 6-0-0 6-0.0 3 21r4 2x4 11 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In poc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) I n1a rJa 999 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Ven(TL) n/a n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 We rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=235/5-11-8, 3=23515-11-8 Max Horz 1= 111(LC 11) Max Uplift I =- 38(LC 12), 3=-60(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-195/281 1 yyD8a Scale - 1:17. 8 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20%, Structural wood sheathing directly applied or 2.2.0 oC purlins, except end verticals. 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=5.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) 0.7.11 to 4.10-10, Extedor(2) 4.10-10 to 5-10.4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcufrent with any other live loads. 4) - 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. 5) Provide mechanical connection (by others) of thus to bearing plate capable o1 withstanding 100lb uplift at joint(s) 1, 3. 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 WARNWG • vadly dadpn pammeara and READ NOTES ON THIS AND WCLUDED IIRFEK REFERANCE PAGE AI11-7473 rev. IdO3M16 BEFORE USE DesIM valid lotuseonlywlmMIlek® ConnUCIOls. this desilp is bewd only upon parameters shown. and is for an kxllvId al txAdtrg component. not a truss system. tlelore use. the IxMc to designer must verily Itto a ppllk<dlBlty of desol p atometers and properly Incorporale this <resign Into the overall Addllonal lompotary aidperrnartentIxacingMiTek' txdtdrtg design. NocingIndicatedIstopreventlxxIdVQofIncMklucitrusswebuKl/or chord members only. Is always tecl lted for stability anal to prevent collapse wllh possible personal Injury and property dunago. For general guldatce 1e90[drg M 6904 Parks East Bbd. falrinallon, storage, dallvery, erection and tracing of trusses <axd Inns systems. weANSVIPI I Quality Criteria, 0S8-69 and SCSI Bullding Component Safety 1Narrita6on available from truss Rate InsllNlo. 218 N. Leo Street. Suite 312. AlocarxLlo. VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-714, For 4 x 2 orientation, locate plates 0-'44' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. 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 Ono (supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : 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. Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 0 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. dlogonal or X-brocing. 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 Inodequately braced trusses. 4. Provide copies of this truss design to the budding designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations ore 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 fobricotlon. 9. Unless expressly noted, this design is not applicable (Of use with fire retardant, preservative treated, or green lumber. 10. Comber Is a 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 Indicated 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 purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 tt. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are 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. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. RECORD COPY 76-8-0 10-0-8 53-11-8 6-0-0 6-8-0 I tl I I II I q I II 11 I M II II q w J N N ti N 1 fu N H O ti ti m N m NO 0m m0 m0 Iwm NO Nm mN w A T Vj r E6 m IVm E6 II E6 E6 E6Aw Cln CD W4U04 F:3 C51I vn ES E5 E6 II II m m m m 11 E6 C5 C5 = C3C3 cl If 1 q IItlqIXI111pIIIIIf1YRI Cl 1'l 3-4-0 4 8 0 1-0-81- 4-7-8 49-4-0 6-8-0 J4 6-0-0 76-8-0 Hanger List H1 HTU26 NOTES: L) REFER TO 0 (1(RECOkAODAnONS FOR HANDLIN6IN5rALLAfION Am rwoRARY 6RAcm) REFER TO EW NEEREO 09AWNA FOR PERMANENT 6RACM REONREO. 2.) ALL TA)%ES (INCL.LOOF6 TOMES UAER VALLEY FRAMWW MI75i 6E cOMFLE rELY DEC[EO OR REFER f0 DETAIL VIM FOR ALTERNATE OMM REQUMA&o5. 5.) ALL VALLEYS ARE TO 6E CONVENTIONALLY FRAMED OT OMOER. 4 ) ALL fW%ES ARE OESICNED FOR 2' oc MAXKW 5PACIN6. LKE% OTHERWISE NOTED. 5) ALL WALLS SHOWN ON PLACEMENT RAN ARE UNSIDEREO TO 0E LOAD DEARM, LKESS OTHERWISE NOTED. 6) 5Y42 fW%ES kt*T OE INSTALLED WITH THE TOP OEM UF. 7.) ALL ROOF TW%HAWER5 TO VIE SDOSON NTW6 LINLE55 OTHERWISE NOTED. ALL FLOOR TRL%HAKER5 TO 6E $WSON rM422 LKE55 OTHERWISE NOTED. 6) 6EAMIHEADERILINfEL OOR) TO 6E FUR %EO 6Y OUILOER. 51-10P DRAWING APPROVAL TINS LATOOF IS OE 50.E %VU FOR FADMA110N OF MMES A70 VOOS ALL nEVIAh MMURft OR ORR FIVA LATODTS UVIE1 APO AMPAL OF 11%LAYOUT WN 0E RECEIVED DEFORE ANY fQWAS ILL DE WILT. VERIFY ALL 40T O$ f0 ROM A6AOMT DIMES nMF WILL RESUF 94 EXTRA OVAES TO YOU U4mud "al Wq ' pryer Or Mc r Builders FirstSource Orlando FY10NE.407-8151.2100 FAX:407.851.7111 Plant City PHONE 615-75Q-"I FAX:615.752.15)2 Taylor Morrison Homes l Amesbury A Lanai Lot la It"151: 3-1-17 Rick RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification Form 17-2363 Permit # - - Project Location Address 460 Red Rose Lane, Lot 152 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 Pocket 2 panel sliding door FL15332.06 Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.03 Awning Pass Through Projected Mullions MI Windows Mullion - Block and Frame FL18504.2 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 Shinciles 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 lWeather Vent Roof Vent Miami Dade Approved Other June 2014 i Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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-RS 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 Applicant's Name Please Print) June 2014 t l YL E'iR' C04l1[ OPIW •1Y3 TVN 100 RYfp:1l.•ry f.OW TYPICAL MTSONRY WINDOW SC OULE WINDOW WI S 3 53• WINDOW CALL-OL W c$4 Il Hs+ 1251 uj 31. 0 SIT N 33 SN 2354 3364 g3 sr Ns1 W3•a NV 3.5+ 6 $T w AM 15 V 35 5T63• 3 Tr b a a * sT r. s+ 36 sT GGAWr11ASOM0INNK6FOR ALL ClM.16. UWJ 510 Alp I GIALLATIT MY YAQr FIER rAVJ AM ua 5FEOFIC00A Z UER TOP XRPANS FOR Sr rLE OF tMM IND r5 ca N"-SK CLSMT- CSKi• OR FM GCAW F41 r` scr vx1tOttQOtepee ro sTT sa ai 1NF 11 IOAOA 4L __. ] „ 3 4• nz •a1[ M 132 ds" 01-09-17 4fv3w ZI 6iwaFi EEWWS mw RQr• b. 027.1100 16 NMr' M••1•G'• arr. Mm=. O LU 0 7 0 W Z 0 oC 0 A CN Ln 0 a 1iATOi1NG1S(f!O W38 uu O Zj f " 1588 ' LIv1JG 156E 5F. •a[ 04QAGE M OF. • nox a.,, Harts ENTRY 18 5F. LANAI 1015F. - TOTAL $ a FT. 2113 OF. MAIN FLOOR PLAN NOTES ZA 3crs.rr.Ta GARAGE LEFT Florida Building Code Online 90N-T Page 1 of 3 Business & Profe5sional Regulation Fbnda yp i acts oim I too to I usv wotstrst1Gn 1 tmt Toaa I Bus nes- .' Product ApprovalPao18ti . a UW Regulation I;! r • ate. SUWWt surararoa ? stats a Faas I M10000M I FBC stae I SM smn t+iso I Ums I search I 0#0W RtonttOW' FL g FL15225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rlckwOrwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgcortsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall cagy Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By Ryan 3. long, P.E. 0 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard X= 301/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-orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.S-80 (8'0 Door Products) and INST IS225-68M (6'8 Door Products Direct to Masonry) for Installation Iristructlons. Note - Glazing Sha1i amply with ASTM•E1300- 04. (This product approval requires the use of'3' part number doors and sidelites, which have been stained or painted within 6 months of Installation - Excludes Opaque Benchmark Door Panels.) CertiAcatlon,Agency Certificate ct t e»e p3 C' GaC 1S22S c NAMI riJ12 Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Created by Independent Third Party: Yes Evaluation Reports f 1 R3 AE 916L V5225.5-68.odf p f S77S N AE"EVAL 152255-80.ndf RT tS»C"R? AE EVAL 1 2_c-M edf Created by Independent Third Party: Yes 15225. E rionPremium Series'. Thies" and Bern ark ransom "Construction I With and withand s/ o out Sidelites.que and lInsw Inswing andOuazed Steel rtswiwithgransoms. umltsof Use Approved.for use In HVHZ: No Approved for use outside HVHZ Yes Impact Resistants No Design Pressure: N/A Other: See INST 1S225.6-68 (6'8 Door Products) and iS225.6- 80 (8'0 Door Products) for Installation Instructions. Note - Glazing Shall comply with ASTM E1300-04) 0- Certification Agency Certificate c»e " az9 r C• , 1S225.6•NAMI &tts:tidf Qudlky Assurance Contract Expiration Date 12/31/ 2021 Installation Instructlogs LIS»S IZ_a L tNSLmS:6-fiB.adf- a is» S Iz tl tNST 1S225.640.ndf, Verlfied•BY: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes i aSSa ::• joss we n wem.. ..e. iinanasae n m99 21 2i Ma State of Flodda tf an ANEW enhpbyer. C.60MOar ]011)-2flt Slate d siered>, :: givypr_$Wafflent :: hQ=&sMMX5AtW= :: Refund bAte"Ot Under ftortda taw, emal addresses are pub k nemrds. If you do not want your e-mail address released In response to a putlk records request, do not send okWonk maptothisentity. UNI&M. rareatt tee oflka try phorre or by tradtdollal nu0. If you have any ouestloM plaase rmhled 1S4487.139S. `Pursuam to Seddon 4SS;275(1), nmma Statutes, elfeosve Omober 1. 2012. kwaees (loaned undo Chapter 455, F.S. mist pravl0e the Oeparonerd with an em ll address I May have4r10. The ernalla provided may be used for oRidal oommhrrhlratbn with the lenses. However ornal addresses are puWk record. tf you N not wish to supWY a personal address, please provide the 0eparbrunt with anII8 ddrhiss " plena n be node avallable to the public -To determine it you area limsee under Chapter Produa Approval Aampts: M.®0N Credits- AVE https:// www.floridabuilding- org/pr/pr app_dd.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Matzfeld Road Certification Date: 10/15R003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque'Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/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 certificationInbelrepresentsproductconformitytotheapplicablespecificationandthatallcertificationcriteriahasbeensatisfied. This product has been approved for listing withinQtiIs•accredited b TheAmerlean National Standards institute (ANSI). NAMI's Certified Product Wsd "' v.NA f rn N NAMI Maximum Size 3'0" x 6'8" s Cora q on Design Pressure Pos/Neiz 67/-61 ram Missile Impact Rated No Test Report Number Comments ETC-01-741-10703.0/L-20971i'I'F-253F Configuration X Inswing or outswina I/S Glazed or Opaque Opaque Single O/S Opaque 3'0" x 6'8" 67/•67 No ETC-01-741-10703.0/L-2097/ITF-254F X Sin le I/S O/S Opaque Opaque 6'0" x 6'8" 6'0" x 6'8" 40/-40 40/ -40 No No ETC-01-741-10703.0/L-2097fM-253F Standard Aluminum Astra al ETC-01-741-10703.0/L-20971ITF-254F Standard Aluminum Astra al. XX Double XX Double VS Opaque 6'0" x 6'8" 47/-47 No ETC -Of -741-10703.0/L-2097/ TF-253F Coastal Aluminum As"gal . XX Double O/S I/S Opaque Opaque Door 690" x 618" 5'4" x 6'8" 47/-4? 40/-40 No No ETC-01-741-10703.0/L=2097ffTF-254F Coastal Aluminum Astra al . _ ETC-01-741-10593.0/L-2097li-fF-253F XX Double OXO/OX/XO Sin le w/Sidelites O/S Glazed Sidelites Opaque Door 594" x 6'8" 40/40 No ETC-0I-741-10593.0/L-2097f TF-254F OXO/OX/XO Sin a w/Sidelites _ OXXO Double w/Sidelites_ OXXO Double w/Sidelites 1/S O/S I/S I O/S Glazed Sidelites Opaque Door Glazed Sidelites Opaque Door Glazed Sidelites, Opaque Door Gland Sidelites Opaque Door Glazed Sidelites 8'4" x 6'8" 8'4" x 6'8" 8'4" x 6'8" 8'4" x 6'8" 40/-40 40/ 40- 47/47 47/-47 A oA r_s..:.._ No No No No Vl/oohinafnn inum stma-253FETCStandard StandardAluminum Astra al AluminumETC- 01-741-10593.0/L-2097IITF-254F Standard Aluminum Astragal _ ETC- 01-741-10593.0/L-2097/7'TF-253F Coastal Aluminum Astragal ETC- 01-741-10593.0/L-2097/I'I'F-254F Coastal Aluminum Astragal M mArif LHf aV/H9VtS: VA 23072 ' OXXO Double w/Sidelites_ OXXO Double w/Sidelites National Accreditation & p1anagemcna ]LIMMU.c, JIJR . ,..- -6-.---.----s____ _.______ Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Thermo-Tru Corporation Certification No.: N1005331-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 Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Ontswing w/ and w/o Sidelites Specification: ASTM E330/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 bag been approved for listing withinv__ .,..__...-_ :-.w:..w w..•rha•s..L.en Nn*innnl Cianda da Institute fANS11. NAMI's Certified. Product L14fin aY i e Inaca n. vm::..un. Maximum a a.c,....,e.+......... Design Pressure Missile Impact Test Report Number Configuration inswing or Glazed or Outswine Opaque Opaque Size 3' 0" x 6'8" Pos/ Nez 67/- 67 Rated No Comments ETC- 01-741-10702.0/L-2096/ TF252F X 1/S i Single X O/S Opaque 390"x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096f1TF25IF Single XX US Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10702.OM2096/i'1'F252F Standard Aluminum Astragal _ Double XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096/ITF251F Standard Aluminum As al. Double XX US Opaque 6'0" x 6'8" 551-55 No ETC-01-741-11008.0M2151nTF252F Coastal Aluminum Astra al Double XX O/S Opaque 6'0"x 6'8" 55/-55 No EL:2151MF251F TC-01-741-11008.0/ Coastal Aluminum Astra I Double OXO/ OXXXO IS Opaque Door 5'4" x 6'8" 40/-40 No ETC-O 1-741-11008.OM2151/TTF252F Sin le w/Sidelites _ OXO/ OX/XO O/S Glazed Sidelites Opaque Door 5'4" x 6'8" 40/40 No ETC-0 1 -74 1 -11 008.0/L-2 15 1 MF251 F Single w/Sidelites OXXO I/S Glazed Sidelites Opaque Door 8'4" x 6'8" ` 40/-40 No ETC-01-74]-11 52F Double w/Sidelites Glazed.Sidelites AluminumAs raaal StandardAluminumAsalOXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-0 1 -74 1 -11 008.0/L-215 I tM251 F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO- • US Opaque Door 8'4" x 6'8" 55/-55 No ETC-01 -74 1 -11 008.0/L-215 I IITF252F Double w/Sidelites _: Glazed Sidelites I 8' 4" 6'8" 551--55 No Coastal Aluminum Astragal ETC- 0 1-741-11008.0M2151XM51F OXXO O/S Opaque Door Glazed Sidelites . x Coastal Aluminum A Double w/Sidelites.- National ACCrepltat[On 09'T'8uw9cmC1'a 99 1— -6- .. - .----e--- •----- Tel: ( 804) 684-5124/Fax: (804) 684.5122 NAM AUTHORIZED SIGNATURE: 4' 4' 4' 4' 4. 4 t MUWON II '-MULUON MASONRY1 TYP. HEAD MASONRY j OPENING TYP. SHOWN FOR REFERENCE MASONRY. 4. -11111OPENINGTYP; SHOWN FOR REFERENCE OPENING HEAD 11JAMBSdoEADHII JAMBSJAMBS II 2x BUCK_ 2X SUCK 1 j 2X BUCI('_/ it MULLION HOWN FORSHOWN REFERENCE II ISIDEUTES MASONRY OPENING 2X BUCK ft comers notty be ccOAtsd to mobillb Ow mh 0 =Xbbadqn; no cm ?AAX ON CVaW" he OOAW to nomfira" the n*x ad" oww" to I'mra oWMwdcq;=e - A, mar be Matol . Bd$6WU%i*nW?AokX60 =-g000 NJ wasootatcaddad. ANCHOR 2MA MRS "Moo; LAMM 11ON 6 Ile I.1/c rTAPCW 114. U=. 4a... 4 ::: 4. I t I 1 MULLIO II SHOWNNFOR MULLION FOR II TYP. HEAD 7YP. REFERENCE SHOWN REFERENCE II Ac JAMBS ASTRAGAL HEAD SHOWN FOR JAMBS 11REFERENCE2X-.) SUCK lkASTRAMtHdwFort REFERE14M cd 6d DOUBLE MASONRY RUCKJWE! 1,2",, ANCHORING OPENING OF i c• 43J- ' L SEE NOTE 30 SHEET 3 1 SEE DETAIL J' ASTRAGAL) 1 MUWON 1 SHOWN FOR O SHOWN FOR REFERENCE REFERENCE ONLY 0 1 t8 18 18 12• 3 ; 5• INEW c'- cDOUBLE DOOR W/aDE1 rtrs IN N PAIRS T`, fP .. A w/2X BUCK r I INSTALLATION 9 W/IX BUCK W m INSTALLATION TYP. HEAD N x k JAMBS N SEE DETAIL ' 4- o WH t sm" W/ OPWWA colowAO rtisromq nd w Inr. Au soon m taa +ire ooromaue) Item DESCRIPTION Moteriol A' 70 x Z=l 2 DREW STEEL. B• EWSTEEL to x r,PFm WOOD SCREW OP 1 x Hin a to rome STEEL 10 x ? G. -P WOOD SCREW - ' 3 a x- 2 L ." R S 1 4x 2-3 4 PFH ELCO OR ITIN CONCRETE SCREW 1 4 x 1-J 4 ITW N CREW TEE 9 1 4 x 3-3 4 1T1N P NCRETE CREW STEEL 11 3 16 x 3-1/4- rTw PFH CONCRETESCREW S 1 1 4 x 3-1 4 PFH CONCRETE SCREW 13 ONFORMIINNG 70 CONFORMING70ACI 30011 OR HOLDBLOCK MIN. CONCRETE 16 4 X 2-1 4 PFH ITW CONCRETE-SCREWTELL f40 R UGARPINE, 5G >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDEUTE PAD 30 2 X 1 X 2 CO GATED FA NER W/ 2X BUCK 2. INSTALLATION 4'-- 1 1 r 6. A' W/ 1X BUCK INSTALLATION XILY2 I C W/ 2X BUCK INSTALLATION 3 t 0 W/ 1X BUCK tl' QTA•. 1 INSTALLATION B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. t. DET AIL ' tr m P i t SMIOR rl1 2. t ROSSSEZRON con on .. INTBtIOR INTERIOR rS19ff AlCROSS SkWk Jj.m w v=vQuIww b R Zdg to f w INTERIOR EXTERIOR A 20 v ,. 21 12 a 3 _ VU=Ak CRC SECS N u EXTERIOR 4E d EWCA[GRCsS3EC(TON opnfipwo on IIIE a 0 MASONRY OPENING N., TYP. HEAD tk JAMBS 2X BUCK I 0 u d SINGLE DOOR g ICK A NCHORING MASONRY J :` OPENING T H 6 u no 2X BUCK MASONRY OPENING 2X BUCH I. buek alto. S.G. t oAs coNca,wcNORNorQ 1. canoete onc'nc: aeN ont of foe caner! moy bo otElsfed to trtdntoAt foe alto. edge dlsranoe $0 npdar10i ft 2 b rrth dhfaameto /otnfL oON dd7brd b -idpusted ms moy be mglBed /o emue fne'MAX. ON C04W BmenOan are nol acoodea 1 C wol.ononcm IobW ANCHOR. AW10t Mk 4 Am TA ON• l f 1•l r' 1 r L100." Ile 1.11r 1. r Il Ii f Cb t get 1i11II I1 11 ` MULLION I I :SHOWN FOR. II I I• I 1 i J-67-11B: O 4 ' I ( '. REFERENCE MASONRY OPENING IYP. • 14 1 I I i[ 1BS. H I ( tk JAMBS a Z. II 11 I,I s flII 11' II N 1I I I c 2X BUCK I MULLION J' I 1 3n • I( II 11 SHOWN FOR I I II REFERENCE II II: II II 11 1 II II J. I I •I I t GINf: I C W/SInF11TFc u, jjj,, r. .. r b r 0 TYP.. HEAD ttt JAMBS p ASTRAGAL 1 SHOWN FOR 1 REFERENCE 1 1 1• 1 1 1 r 1 1. 1 1 1 F--4- 1 2X BUCK n 48. II 0 II• p II MULLION I ( SHOWN FOR SHOWNNFOR REFERENCEI'I HTYP II 1 REFERENCE II` do JAMBS 1 II i II 1• i. 1 II- I I' 1 I'1' ASTRAGAL I I A `SHOWN FOR 1(. 11, p REFERENCE II 11 1 II 11. 1 II. IC iII" II 1 II' Ii 1 II„ MASONRY J DOURLE W/SIDELM OPENING RUCK ANCHORING 1 r''h' n I z p o 1; I I am. 21"ts",, e M. Or. JK oc on LFS 3 was rc FL- 15225.540 C: V-1-k DETAIL 3' of A IU SEE NOTE J •;. gSHEETJ MULLION SHOWN FOR REFERENCE ASTRAOAL" e' SHOWN'FOR _ REFERENCE ONLY 0 aT is fB • t8 1 G J• W VIEW C'_'C• p IA101 FppOR W/StpELQiS IW/2X BUCMMSTAUATxII w/tx euC MSTALlATI01 TYP. HEAD h JAMBS SEE DETAIL 4' DESCRIPTION Material x - I 2 P SCREWSTEEL- LX1PFH x 4 CR n e to rome STEEL 2-3 4 PFH ELCO OR TTW CONCRETE'SCREWSTEELI74IVPFH-CONCRETE SCREW STEEL J 4. FH CONCRETE SCREWPFHSCREWSTEEL 3-1 4. 1TW PFH CONCRETE SCREW 1 4 TTW PFH CON S R TO ACI CONCRETE t3 HOLLOW BLOCK' N. CONFORCMINC TO AST1N C90 l fi 1 4 X 2-1 4 P ITYY CONCRETE SCREW L WOOD H DER JAMB PINE SG > - 0.4 21 J 4 THK. PRESSURE TREATED SIDELITE PAD JO 2' X 1' X 25 CA CORRUGATED FASTENER STEE1 Ate. ?0a# 3'.. ALLATxkIIASEEDETAIL71 DETAIL3* Tx'eual Y i INSTALLATIDII '• r V 1. p fA TYP. HEAD & JAMBS p ASTRAtTAi - T_ r o SHOWN FOR _ 2 REFERONLY A' DOUBLE DOOR A*- A' NEW Dow W/ CPU" l comw o smam To f100R o0M 11de0 B 1• G 1' DETAIL '4' A '• A t . DETAIL X 11 0 DETAIL 'Y ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. INTE IN 2 EXTERIOR RTil - - oi., , -it! 9 1 li aXIEVE, LillEwll BTEMI- I -" EXTERIOR INTERIOR INTERIOR bit INTERIOR EXTERIOR 1 I 20 n u 21 12 3 3 CAL CROU ftCnOlf I EXTERIOR IMERIOR 6 •11ER1T Al CROSS EC N svrTnpconlipuo on T- • HORti AL CROSS'SE 2 .. AOja b INTERIOR 2 O O L' RO o b9/lw on INTERIOR 3 ORR L C SECROA 911&mnlb 4 •HOR M L•C OS SE O . u eonrgurouon 0116 G] s HO IYo al CROS o • _ I MIIWON SHOWN FOR RE1sma VIEW Y'--V SINGLE DOOR WIMMU0 IDQAtIIffi I I C so sm DEIAA"r i WW "r-7 VIEW -w-row t. aonCher 1DGo(onl of me CTMI mar be acS 4w to,minter, ms ma e a®tane b rrivro!led' 2 Carcrete archorJoeotioro rwrod a 7NAX Cor CBf1ER' mw1 be oc usled ro nl0brbe afe mhl o MIS d Me 1 A ON CE T dBWVWUrd AendmerbersquFOd10NE111eNw'MAlL ON t t6Yd4r1erdOn i Comets o rod" MM TA9CONe 1/P 1.1/P r P aco Ile 1.1/4" 1. P ULTRACON ASSHOWN e ' 3AS• 1-1/ M SHOWN i sI alm Nola: wrth jI2) as x r a wood screws Ilrere are Iq of eoen1, FrMlelto dieef set hft MelamD _ from hl e cornets of the ft" There are r4 at"A * hom the wbtde canes. f4sl L-7nr-L 1 eHEAD IMEAD t9ileDMEADc SHOWN R_ 16 TTP. ® JAMBS 49AeJAMB . ki Jai D ' 9neWAD 4VV IYP. o a;:E s neHEAD . . 0 TTP. 9 JAMBS r u w9/lei" 1' SEE L? t.7 m H. MUM - I- 27 26 SEE DEIAIL9' , R 1 9 wo 2 21 2 n mD N.T.S. 3 sw, en LFS so+ mu ` FL- 15225-68M n RW B Sub Category Swinging Exterior I Exterior Door Doors Assemblies R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. oox 230 Valrioo, FL 33595 Phone 813.659.9197 Florida Bond of Profeariorul Engineers Cenifiate ofAalrorization No. 9813 Manufacturer Product Name Therms Tru Corporation - "smooth -Star" and "Benchmark by Therms-Tru" 118 Industrial Dr 8'8 Single S Double Opaque or Glazed Panels wl & w/o Sldelites Edgerton, OH 43517 Inswing I Outswing Plan@ at9.291L1740 _ . I Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID 81998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20.3, Method 1A of the State of Florida Product Approval, Dept of Business & Professional Regulation. erest In the or Building Consultants the product and Lyndon F. In any other ent tyaInvolved In the approval process of the producttnnamed hereimpany manufacturing herein. Umlradons: 1. This product anchoring has been developed In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excludingthe '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 AFSPA NDS 2012. Ali other fastener types to be installed following astener manufacturers installation Instructions. r-center distances shalt be specified by the fastener manufacture, but In no instance shall they4. Fastener embedment depths, edge distance and cente be less than shown In drawing FL-15225.5.68. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. r use with drawing FL-15225.5.68 shall be determined by others for specific jobs in accordanoe6. Positive and negative design pressure requirements fo 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 registers architect. supporting Documents: 1, Teat'Repert No. ETC-01-741-10702.0 ETC-01-741-11008.0 TEL OW0147 2. Drawina No. No. FL-15225.5-08 3. Calculations Anchoring Teat Standard ASTM E330-02 / TAS 202-94 ASTM E330-02 / TAS 202-94 ASTM E330-02 / E1886-02 / E 1996-02 E22LredI RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, I=.(CA 09813) Sheet 1 of 1 TWA a Let>ollobt ETC L'atiorstories ETC Laboratories Testing Evaluation lab. Signed by Wendell W. Haney, P.E. Joseph L Dolden, P.E. Lyndon F. Schmidt, P.E. Staned dSealed M Lyndon F. Schmidt, P.E. sltmad' i-saaled Id. Lyndon F. Schmidt, P.E. t' 1 4 j 4rsj t r, , , : Lyndon F. Schmidt. P.E. FL PE No. 43409 2IM015 Florida Building Code Online 'Qot, vnc-e- b Page 1 of 3 Z - FLI 5337.0(0 I Business & Professional Regulation r Pbidajd SCIS Hones I W In I user RegIsYratlon ! Ha Topics I subndt surcharge I stets d Facts I Puakatlons I Fac stag I errs site Map I Lmaa I search I Bus1h s /. product Approval ProtessidalUSER: public User Regulation ltta lMD%W New > Ammotbn 52M > Aggk&UM (1n > Apptb etlon oetaa FL FL15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Emall Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger@mlwd. com Brent Sitlinger bsldinger® miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 * 1 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE- 62514 National Accreditation and Management Institute 12/ 31/2015 Steven M. Urich, PE 11 Validation Checklist - Hardcopy Received standa[ d YAM AAMA/ WDMA/CSA 101/I.S.2/A440 2005 01 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 Oyes ONo ON/A https:// www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sumr"rV of Products Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 FL * Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4'x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 H 08-OOSOOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports . Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S10807B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 •11 0"0498C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510805B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 Il OS-0224BA:odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S12968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R 1I 08-02249A.od[ Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fl 1=2 I AE 513969&ndf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143'x96' Limits of use Installation Instructions Approved for use in HVHZ: No FL153 Q$-022SOR.odt Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN t1i5332 R2 AE 51z70A:odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No F't%332 R2 It 08-00499C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 RX AE S108065.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" II ALUMINUM SGD https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 it 08-00501C.odf Approved for use outside HVHZ- Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332• R2 AE 5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332- R2 It -02-00502C.Odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 62 AE S10809B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 TI Oa-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS322 R2 AE S10810B.odf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us:: 1940 raamm women si.._.._ T,raahassee a ±2_aea Pltarme: asD•497.1924 The state of Florida Is an AA/EEO employer. Coarr!e!+ 2W7.2012 SIM& of Ftawd..:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. Ir you do not want your a -mall address released In response to a publlc-records request, do not send electronic mall to this entity. Instead, corrtect the offka by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. -Pursuant to salon 4SS.27S(1), 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 amalls provided may be used for official communication with the licensee. However email addresses are public record. U 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 4$$, F.S.• please dick IiM. Product Approval Aeoepb: GrcditSSAFE https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 7/20/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF TriE 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. IX 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 RESPONSIBILTY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.' 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. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASIM E1300-04 WITH SAFETY GLASS. 7., APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8.'SHIM'AS'W0UIWEU AT'MI-111491ALL'ATION'ANCHUH WIT'rl LOAD BEARING SHI117SHIM 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 THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING 1N70 WOOD FRAMING OR 2X BUCK USE A10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. 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 ELEVATIONS 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. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D.. METAL STRUCTURE: STEEL 1SGA. 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX. XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO, DESCRIP71ON 1 I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I REV 1 otscmvnom Il 041E I APPWAD A I ADDED CHARTS 03/05/12 RA.; B IREVISED PER NEW TESTING 10/29/13 R.L, C I ADDED FLANGE AND FIN WSIALLATION 1 12/06/13 R.L. SIGNED: 12/06 I3 MI WINDOWS W. CROSBYDOORS LLC `.R11`O CARROLLTON,. TX 75006 v;• GEIV t,y SERIES 420 REINFORCED SGD 96" x 96" i a NOTES ,: !IT OF F.A. _ 1 08-00499 E NTS °'t 02/23/09 sac: 1 OF 10 6' MAX 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 85 FOR NUMBER OF LOCATIONS ` REOUIRED I 6' MAX I 16" IAX AME IGHT L 6" MAX I SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING t40.0PSF I NONE WlTH2-L92'SILL SEE CHARTS Of AND 42 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATNG IMPACT RATING, 25.01-28.6PSF NONE WRN 1.1l1'SILL SEE CHARTS 0 AND M FOR OTHER UNITS RAMW 6' MAX CHART ll f WRH 2-1/92' SILL WNERE WATER INFILTRATION RESISTANCE IS REOUIRED ccc Atl11c a laccv. t:5 R.?J S] L:_TII l' 171 C•L•7 C3 L:31 L] t ; L:1•] l7i rr•r 7 4i.]t [:1l Cb! •.*•n R'•711 L:3J ar.r a CC] Qf I ::i:7 [:.7..7 [.:3) Z•1 CHART112 MTN2.1/J2'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOVIREOL SEE NOTE 9 SHEET I ELI TE L12A LLI.A RZE Llill LLAM LUZ W-M LLFJ try is lJ k > 7 ESL' Q.LI Li.y Kill ILLS LLZAMUZ L:lA LUJ " ALMsouS ocsaera• a.[ ADDED CKARIS 03/05/12 RA. REVISED PER NEW TESTING 10/29/13 R.L; ADDED FLANGE AND FIN INSTALLATION 12/06/13 1 R.L. CHART M WRN 1-1?SILL WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. CFF Aln= O CUCCT 1 i1= 0!a 1--a al I.77 LFd7EL1U327CIA ®§EnaEM t:. AF=tUI"Ecil L II K_ lA E SJ KLU Wd-x aft•J W-LA w kA"" LIA 4YI t LMF _s L:,fJ tiLs aax a:.r CHART I4 MTH 1•brSILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 CHART AS MI. 7KA'aI-711KA lff-N9-MK_71 O KZA L}O KMA KMM Vl&M""" Q LL" Wx' i` t' r.1 L:it! Er*.7 f7 EffJ E!•:.r. t:.l.l t. ) O J•E>1 lt>•tlIMMt1110 moo© o o MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGD 96" x 96" ELEVATION A. 1 08-00499 i1w NTS I cAn 62/33/G! ISHE02 OF 10 I A FF 11E 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 16 FOR NUMBER OF LOCATIONS 6' MAX REOUIRED 6" MAX e 6" MAX 6- AX AWE GHT L e 6" MAX 1 SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 340.0PSF NONE W M2-farSILL SEE CHARTS 01 AND 02 SNEET2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING DAPACT RATING 25.01-28.6PSF NONE WITH I-IfrSILL SEE CHARTS 00 AND 04 SHEET2 FOR OTHER UNITS RATINGS an — - . ncscGwnov irrt APA.Ci.ED A ADDED C.NARiS 03/05/12 RJl 9 REVISED PER NEW TESTRIG 10/29/13 R.L 6 ADDED RANGE AND RN INSTALLMtON 12/05/13 R.L. CNARTm Number a/ancbor NIeaN•nsreeWrad FeeM and 7btd W Vlmll Fume' mo aao 410 440 Noon tOtO nA el0 ao NOS Amb NOS Amb NOS Jamb Nte Jamb e•.o e a 0 e e e e Sao em 2 1/32• 21/32• SILL ALUMINUM6063-T3.Oss THICK s s/e• -- 1 1 1/2• SILL ALUMINUM 606 T3"THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGO 96" x 96" FIN ELEVATION A. 1 08-00499 ALr NTS lcTE 02123/09• 1 smcn 3 OF 10 1!LY lONS 1/2- MIN. nFv nocapnm• WE ;movm EDGE DISTANCE A " weco CNARIS . '03/05/12 R.L. B RENSED PER NEW TESTING 10/26/13 R.L.- 1 3/8- MIN, C AZbED FLANGE 94D FIN INSTALLATION 12/06/13 Rdr, WOOD FRAMING Ems ENT OR 2X BUCK _1 BY OTHERS 1j 4. MAX.. SHIM 010 WOOD SPACE 1 3/8• MIN. 1/4' MAX. SCREW EMBcOMENi IF 5111M SPACE T- 0INTERIOR 112, MIN• I EDGE DISINICE EXTERIOR INTERIOR , 1 B1 WOOD OR ' s BY VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS; NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESKINED IN ACCORDANCE WITH ASTAI E2112 SILL 10 BE SEI IN A BED OF `/ULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 3 OR SILT OPTIONS MIN, ENT y n) woos Li PRIOR •.7G SCF,c"W WOOD FRAMING _ JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2XBUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGD 96" x 9 FRAME INSTALLATION DETAILS a I o/'/ iT AT OF < I.1 OB- 00499 C/// NAI1 O` Sfi4F aIT NTS02` 2309. 4 OF 10 v,d" REV ncscRlSn101. -- ENiL - •_ APPRO D AODLD pURM 03/05/12 'Ri.- 4. 8 REWSEO PER NEW TESTING 10/29/13 R.L- METAL STSHIM SPACE C AODED FLANGE AND FM nvSTALLATION 12/06/13 R.U: RUCTURE ! I BYOTHERS37110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS I IJ10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE PASTALLAT/ON NOTES: E. / NTERlOR AND EXTERIOR RN/SHES. 8YOTHIM NOT SHOWN FOR CL1 RRY. 2, PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 L TO BE SET IN BED OF VUL.EM 116 NSTRUCTION ADHESIVE EOUAL SEE SHEET 3 FOR SILL OPTIONS 1 IA" LAAV T COGE DISTA I 10 SMS OR SELF DP.ILLINC SCREWS MCIAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE WTALLATION AI WINDOWSD LLC DDOORSoocaCARROLLTON, TX 75006 SLI Iu` rJv GENs 0 SERIES 420REINFORCEDSGD*• 96" x 96" FRAME INSTALLATION DETAILS i E a toa o ouw. 08-- 499 c 2N L 1sGCP an , NTS 02/23'/.09 S OF 10 OWS1011g 2 1/2" MIN. EDGE DISIANCE HAADOED MTE APPWAn CHARTS 63105112 R.I. B REVISED PER NEW TESTLIG 10/29/13 R.L. e • , C ADDED FLANGE AND RN WSTALLATION 12/06/13 R.L.• e • • :' • 1 1/ MIN. CONCRETE EMBEDMENT 1 1/4' MIN. MASONRY EMSEDMENT 8Y OTHERS 10 MAX. SHIM SPACE OPTIONAL IX BUCK r 1 /41" MAX* TO BE I 2 1/2• rSHIM SPACEPROPERLY SECURED MIN I INTERIOR SEC NOTE 3 EDGE DISTANCE SHEET 1 3/16- TAPCON 3/16" IAPCON COuCHETE/ kIASONRY • BY orHEPs DEXTERIORINTERIOR. SILL 10 BE SE f IN A BED Or VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EXTERIOR I 3/16" TAPCON SEE SKEET 3 FOR SILL OPTIONS X BUCK .JAMB INSTALLATION DETAIL OPTIONAL10MASONRY/ B EPROPERLY CONCRETEAMASOMRY NSTALiAT ON CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET I I 4. 1 1/4 MIN. 1.1NMR)ORANDEfTERVIRFWASHEADY07NEW e • •'. • CMBEDMENT NOT SNONWFOR CLARITY. A. • • Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE a_ i • DESIGNED WACCORDANCE WITHASTME2112 2 1 /2' MIN, ECCE DISTANCE VERTICAL CROSS SECTION CONCRETEAHASONRYINSTALLATTON MI WINDOWS AND DOORS LLC LTTI I1111 1001 W. CROSBY RD\\s•:: D i CARROLLTON, TX 75006 GEN . i SERIES 420 REINFORCED SGD W-ATIPOF 96" x96" 7, fRAME INSTALLATION DETAILS f o m ku RcvAi: p fi i, 49 4 1 F. arE : OZ% 23% 09 08 690F C 10 1 0\\. 1/2" MiN. REAVONS EDGE DISTANCE REV @sCWPhOa atE iPPRO cD A ADDED CINRiS J3/OSJt7FORG13/8 MIN, 6 REVISED PER 14EW TESTING 10/29/13 RA--. _ K EM6EOMEN7SCADL+ED FLANGE atiD nN bVSTAILAT10N :2/06/IS ;RL: 1/4" MAX. J. SHIM SPACE t/e" MAX. SHIM SPACE I10 woos SCREWS - r— E INTERIOR 3%8" MIN. EDGE DISTANCE EXTERIOR INTERIOR 810 WOOD SCREW WOOD FRAMING OR 2X BUCM BY OTHERc VERTICAL CROSS SECTION WOOD FRAU NG OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FWISHES, BYOT HERS, NOT SHOWN FOR CLARITY. 2,•PERMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WITH AST U E2112 0 BE SET IN OF VULKEM 116 tp w000RUCTIONADHESIVE IUAL S_ REwS SEE SHEET 3 roR SILL OPTIONS MIN. AENi WOOD FRAMING OR 2:< BUCK ETY OTHERS EXTERIOR JAMB INSTALLATION DETAIL' WOOD FRAMING OR 2X SLICK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS mown. F.A. 08-00499 star NTS — 02/23 ,09' -- 7 OF 10 Etc m u METAL ^ STRUCTURE ` BY OTHERS 1/4' MAX. SHIM SPACE 1it:7i1Q1S CtJCdPT10V '--• wtt -- omou[n ADDED CRALKS -03/05/12 ILL. R[\9SED PER NEW TESTING tO/29/13 RA. ADDED FLANGE u¢D FiN INSIALLATiON 12/06/13 IRA. 1 MAX, SHIM SPACE 10 SMS OR SELF DRILLING T— SCREW Q7/8" MIN. INTERIOR ECGE DISTANCEEXTERIOR7INTERIOR SILL TO BE SET IN JJA BED OF WLxEM 116 10 SMS OR DCONSIRUCIIOkAOHESNc OR EQUAL SELF DMLLING SCREWS _ 10 SMS OR METALSELFDRILLING _ STpLICTLIP.ESCREWSEEStiEET3BYO?HERS FOROn SILL OPTIONS EXTERIOR STRUCTURE / BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAIXW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINL4NES BYOTHERS, MOT SHOWN FOR CLAAfTY. 2 PERIMETER AND JOINT SEALANT BYOT HERS TO BE DESIGNED INACCORDAWE WTTHASTME2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS alligm owe NO. F.A. 08—D0499 xut NTS 0i1 f 0 23' 09 F;- 8 OF 10 2. ',/2" MIN. EDGE DISTANCE i 1 1/4" MIN. EMBEDMENT MASONRY 1/4" MAX. - BY OTHERS L SHIM SPACE OPTIONAL • rIxBUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR jW uj INTERIOR I SILL 10 BE SET IN A BED OF YULKEM 116 CONSTRUCTION ADHESIVE 3/16" IAPCON OR EQUAL SEE SHEE- 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS w • b 1 1 /4" MIN. EMBFDMENT 2 1/2" MIN. DCE DISTANCL VERTICAL CROSS SECTION CONCRET EMASO NRY INSTALLA TION IL«]wm oEscR>'IwN aft APOW4r AIDED CHARTS 03/05/17 RA:` RMSED PER NEW TESTING '10/29/13 R.L. ADDED tLA,YGE AND rim NSTALLA110;1 12/06/13 JR.L. 1 1/4" MIN. EMBEDMENT i M MAX. 1 l SHIM SPACE 2 1 / 2' • MIN. ' 1 F EDGE DISTANCE o 3/16- 7APCON e CCNCRE1L/MASONRY BY OTHERS a INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OP710NAL Ix BVCK CONCRETF/MASONRYINSTALLAPIM TO BE PROPERLY SCCUR=D SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BV OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWITHASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. Tx 75006 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS tA>An, Dac so. . F.A. 1 08-00499 5c4Lt NTS nn 02/2S/09 7'I'9 OF 10 WOOD FRAMING BY OTHERS 4" MAX MIN. EMBEDMENT T— IS WOOD J SCREW 7/16" MIN EDGE DISTANCE 8 WOOD SCREW 7/16r MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION i 1 /4" MIN. EMBEDMENT WOOD FRAMING BY OIHLRS 1 /4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 44 INTERIOR TRIM IiSaS:OK 9iV Ac".ca vrx: Mir APORMI) A ADDED CK&41S O.S/OS/12 R.L 9 REVISED PER -NEW TESTING 10/29/13 R.L C ADDED RAPIGE AND rIN INSTALLATION 12/06/13 ' R.L 1 5/8" MIN. EDGE DIST. i TRIM I •, 1 I /a" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS Ix BUCK fir OTHERS. HOOV SIRIP 1t BUCK TO 9E PROPERLY SECURED 3/ 16 IAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE METAL STRUCTURE - BY OTHERS iRIM - 1 3/6" MIN. EMBEDMENT INTERIOR H00{ STRIP HOOT. S71;10 - d10 WOOD #10 SELF DRILLING SCREW SCREW PANEI EXTERIOR PANEL INTERLOCK EXTERIOR NTE4:OCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X SUCK410000 FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC1001W. llu!!Illll CARROL TON, XB75006 =J GE7V f,P-- SERIES 420 REINFORCED SGO 1R; NOTES. 96" x 96" • I. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, i 0•: NOTSHOWNFORCLARRY NAILFIN HOOK INSTALLATION DETAILS AT, CF 2. DESIGNED AAND JOINT SEALANT BY OCORDAAICEWITHASTME?i1R2S1O8E pq o,c Ka - — — •Lr i- ••''ipR1 l:•;` F.A. 08-00499 C 1i4%0 "`>, NAL F NTS a'R 62/23 .08 S"1' 10 OF 10 F1111111111. L.- Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rilomas@lrlomaspc.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Product Line: Series 420 Reinforced Aluminum SGD 96'x96' Engineering Evaluation Report Report No.: 510806B 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 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00499 Revision C, titled Series 420 Reinforced Aluminum SGD, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMAIWDMA/CSA 101/I.S.2/A440-05 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P. Architectural Testing, Inc., York, PA AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t25.Opsf Water penetration resistance 3.76psf 4. Anchor calculations, report number 510806-1 B. prepared, signed Limitations and Conditions of use: Maximum design pressure: 00.0psf Maximum unit size: 96' x 96' E. and sealed by Luis Roberto Lomas P.E. Approved configurations: OX, XO, XX, XP, PX, XIP and PIX Units must be glazed per ASTM E 1300-04. see installation instructions for glass options. 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 aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-00499. Revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 511 k I I L NN OF: vf1 ZOO A11 ul Luis R. Lomas, P.E. FL No.: 62514 12/04/2013 A Florida Building Code Online G &, (Sr Page 1 of 4 RegulationBusinessProfessional Fbitlaolprerft4 ecrs kN I In I UMPAQW+uon i r W Toot I sutrmc Surdrrye 1 RAS a ram I Pubkauom I Fec Stan I ea s Sto wo I a I saarm I BusinG7 Professi 1 Product ApprovalOLMR. uW Regulaaon em eo>a d ticmr > ARWIMIN&AM > ao01cla" odw FL # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall 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 Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.Joyner@amarr.com Brandon Gentle brandon.gende0amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336)251-1308 brandon.gendeDamarr.com Danny 3oyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 d)oyner@amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professlonal Engineer Evaluation Report - Hardcopy Received Thomas L Shelmerdine PE-0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE I '! Validation ChecIdlst - Hardcopy Received Referenced Standard and Year (of Standard) Standard XCRE ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 1 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 03/30/201S Date Validated 03/3012015 Date Pending FBC Approval Date Approved 03/31/201S I FL V I Model, Number or Name I Description 5302.1 Stratford (M600); Heritage ( M950); Dwg. IRC-6009-1 10-1 1,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 FLS302 R6 11 1RC4009-110-' 21 6rawhro'7-10 FL.6df Verified By: TOM SHELMERDINE 0048579 Created by tndependent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage ( M950); 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 Others 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 nartially enclosed or door is a Installation Instructions R -Mi R6 N 2RC- 6009-t00-I1 driwlria 7-10 sealed.ndt Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports g 53M R6 AE IRC- 6009-100.11 report 7-10 sealed.odf Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage ( M950); Oak Summit (M650) bwg. IRC- 6009-120-IS, Thru 9' wide. Limits of Use Installation Instructions . Approved for use in HVHZ: No FLS302 R6 L tRC-6002-120•15 DrawMo 7-10 FLod1 Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE'0048S79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26. 9 Evaluation Reports Other. Design Pressure +22.8/- 26.9, Not for use in HVHZ. BA302 R6 AE IR-6009-120-1S 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. 5302.4 I Stratford (M600); Heritage (M950); 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 i replacement door. IRC-6009-130- 15, Thru 9' wide. Installation Instructions Verified By: TOM SHELMERDINE '0048579 Created by Independent Third Party: Yes Evaluation Reports . F M2 -R6 ac iRC- 6609430.15 Reper* Created by Independent Third Party: Yes 5302.S Stratford (M600); Heritage ( M9S0); Oak Summit (M650) Dwg. IRC- 6009-140-15, Thru 9' wide. Limits of Use Installation Instructions Approved for use In HVHZ: No dS302 Rj1l IRC-600g-140.15 Drawhio 7-10 f•Lodf Approved for use outsideHVHZ: Yes Verified By: TOM SHELMERDINE 0048S79 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?parwn=wGEVXQwtDqunL7seVZMF... 7/20/2015 - Florida Building Code Online Page 3 of 4 I Other. Design Pressure +31.0/-35.1, Not for use in HVHZ. . ' FL5302 R6 AE IRC-6009-140-15 Reoort 7-f0 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 Other - door. 5302.6 Stratford (M600); Heritage (M950);' Owg. IRC-6009 150 15,Thru 9' wide. Oak Summit (M650) -•- - Limits of Use Installation Instructions Approved for use in HVHZ: No Fmoi .R6 it. tRC=6o09-L56-15.Drawhia.7-io FLodf Approved for use outside HVHZ: Yes verified By: I Created by Ir OM SHELERDINEencThird Party857ImpactResistantsNo Design Pressure: +35.61-42.1 Evaluation Reports, Other: Design Pressure +35.6/-42.1, Not for use In HVHZ. `R SSW R6 AE IRC-6009.150-15 Reoort 7-i0 FLndt 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. 5302.7 Stratford (M600); Heritage (M950);' Dwg. IRC-6009-169-iS,Thru 9' wide. Oak Summit (M650) Limits of Use - Installation Instructions nApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes R Sarr1 R6 •iRC400g-i6g-15 Ora:nlnn 7-16 FL.odf; Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. R S302 RA IRC-6064-i69-L Reoort 7-16 FLodfAE 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. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-1S, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes n ciro R& 11' Lad-6016400-iS Drawls 7-10 PLodf Verified By: TOM SHELMERDINE 0048S79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluatipn Reports .. . Other: Design Pressure +IS.2/-17.2, Not for use in HVHZ. R earn f! Al IRC 6016-10o-LS /teoort 7-10 fLad% 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. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-I1045, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F San2 R5 It IRC-60i&iI045 Drawtrro 7 10 FLodf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports ReoortOther. Design Pressure +18.3/-20.8, Not for use In HVHZ. R 5302 R6 AE IRC-6016-110-iS 7-10 fL ndt 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. S302.10 Stratford (M600); Heritage (M950); Owg. IRC-6016-120-15, 10' Thru 16' wide: Oak Summit (M6S0) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes R•S302 R6• It IRG-6016.12ims brawinn 7-10 R-odf Verified By: TOM SHELMERDINE 0048S79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other. Design Pressure +21.8/-24.8, Not for use in HVHZ. RS3_02 R6 AE IRC-6016-120=tS Rebort7-10 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. 5302.11 Stratford (M600); Heritage (M950); I Owg. 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: +2S.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 . R S302 R6 It IRC-6016130=15 Oraritna 7-10•FLodt Verified By.- TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Report Created by Independent Third Pally, 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?param7-wGEVXQwtDqunL7seVZMF... 7/20/2015 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 endospd or door is a replacement door. Installation Instructions , . f1:5302 RliIU'IR[-60i6-140-19.:edf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes I5302. 13 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-24, 10' Thru 16' wide I OakSummit (M6S0) 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 +29.7/-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 fl.! bd R6'11, fRC-60i&I-i16-24 dr;&Iiiij-10 sealedxdf Verifled' By: TOM SHEL'MERDINE'0048579 Created by Independent Third Party: Yes Evaluation Reports . . Created by Independent Third Party: Yes I S302.14 I Stratford (M600); Heritage (M950); I Dwg. IRC4616-14S-24, 10' Thru 16' wide. I OakSummit (M6S0) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Othert Design Pressure +31.9/-37.2, 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. Oak Summit Verified By: TOM SHELMERDINE 0048579' Created by Independent Third Party: Yes Evaluation Reports . f1S301 R6' AE'dRraQIfi-145-24 reoeR•7-10 saeled.odf Created by Independent Third Party: Yes Heritage ( M950); I Dwg. IRC-6018-110-15, 16.2 thru IV wide. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.Z/-20.6, 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 B= 2 fi II iRC- 1 t1 151lydtMno -7.10 FL.Ddf Verified By: TOM SHELMERDINE'0048579 - Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes S302. 16 l Stratford (M600); Heritage (M950); I Dwg. IRC-6018-120-15, 16'2 thru 18' wide Oak Summit (M6S0) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, 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 AS902• R6 11 IRC4018-120-iS Drawling 7.10 F'L•odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Contact tic ;: " A;pm, Boll; W24, The State of Florida Is an ANEW errhpbyer. CaorAellt"2007=2011r 9se of rlulds::: :: hooessitirly Refund $agrnept Under Fbrida law, emstl addresses are "ic retards it you do not want your e-mail address released In response to a ouWk-records repwst do not rend electronic map to this entity. U steed, comet the Mice by phone or thr traditional mat N you have am questions. please Honda M4674MS. 'Pursuant to Section 4SS.275(1), Florida StatutM effective OauEer 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with M ernes address If they have ones. The emalls provided may be used for official communication with the licensee. However erral addresses are public record. it you do not wish to supply a persoml address, please provide the Departnment with an emab address which can be made available to the public. To determine B you are a licensee under Chapter 455, F.S., please dick bOm. Product Approval Acceptor 0WMEE Cradi: S rFrE https:// www.floridabuilding.org/pr/pr_appjtl.aspx?param EVXQwd)qunL7seVZMF... 7/20/2015 ADAWAKI RMLAll CAM= ATAa® v/ to tir . Ar MA.t A tort rca xmml u , c1L ATACOvrn v.•w v. •cr a mar tTPlex YS 1. slc ."ccarip ataaAZOANDSIDKt INSIDE ELEVATION r WA M, t.S ATTAR ca v.• 10 WAD wdjfyjryppA7DoA" KMitAOpMRm fCIDNoQ ti aman f At 170.[ ra an S= vi co V.• • va' NX HEAD KKW2 FIX DAX= r s•IALL stm a wnur sloe caw llaLtAs vi fnl• ALTAt1QA: ra lOF7NRAD[ D OUfrt jf ) NRASIIL [710 NIIQJ'i i0. T A7IAala11D WTI YOACK M0UN71NC DETAIL 01. 13. _ DETAIL Y ace STMS ATAam Wm . L.• u Ls+trsrni m rx srDcs arcr t N ' ClA1t D Dw PAM n S» eit°Aritiem rosun wr wADv , D mammaMRANA T ON PA" 1 L10 WOQt OAmn TRACK coNr olmAtloa roll D•l' W ID rA• TAIL Doan ff. CIION AAA tS111E NfW1 rti — rnaae s w.a u1 rfn rw t WIN 1 0000 O W01eQ 4 i o 11rfAL7Rn Ir IOfWm alwl RaLRAa t tlIolnmwell tttsarrwAv. A a G.e- el nt•) mom pm twee 1 cowel" a11a.D Ml n ®ao sr A A[Cleew clsJlaa elmml Lae etl raw rou+m a so DMenO r AWlnl * ewO1 talserr. RDO a aiad q w[ Mot 1 rlw MaRwa Oval ewat Mo sal otDal Renarm tolE Q c4aalfA 0'rd W lD[ 1alipi OFF lD 10c Am Dial ImalmwW2 YeRID! TIM YNl SUE •[[ 011S}IF'j tc WIDTHIT. anT / L-i Ei".-Pjlslgp Mom 6$ 2 zt,a• asotit, x•o: :aa 24.e PsoZOF . tu'•$ t LOADS: 10 P• T nMaiiANi OOIgIQ rotor vaamnwOL w Orw MODEL /050 OAK Sumrr w/Dwapals MODEL./600-9mTro110 w/DutsBato MODEL'=,mwuN /Dwr3sto 9Lorl, Lo . 73mb, t O.Y 6Nmall Pmel's in plaA N M[ Dl/" rim ally B amoDn •[ a[ «/ wm I IRC-6016-120-15 9M 10A TtON."1 SIa'Wt PANfl. iOP Gl.A2ED SECTIOI (STRUT AND STILE LAYOUTS) 70- oil apno iu L4C PAN[L• S 6L@[D terYtnl tei"aTr. AIID •STbE LAYGIlIi2• Tnn vaor aa, a .swrcoolsurnrNmT a a® m cYc a Irr ewa wsr ua WOOD JAMB ATTACHMENT TO STRUCTURE O Vr EIO PUDIT) SWWSC PAIRS Or IASTEIM 6• rM E1mS, IOC PADK OF ve• LAGSSKD IOLi T CAN t — DERS—TTTOPROVIDEPROVIDEA MUSH WIOMNG UWAM AST1lk11rt S1WE11GE STRIRTI/IE GROUTED 1/ 1, min _ rS/A' IOW IOWrvr Iml {•-- wo Irw n ctn - eorter na'T OPTIONAL SNORT PANEL. INTERMEDIATE GLAZED SCCTION (STRUT AND STILE LAYOUT) i n AimOM TTIC TOP ... of 47 no m 'i Ih1/0' 3•- 1/B' I 16-! Ir UY is i LCiIGPAIEL FA.AZM FASTENER DETALL SIOIT Nm fl.A$X rAS1ENOI DETAIL Kf N S GTOPTION CTaFI ' SECTION 0..q C: ES! hSg_01- Rnr a Rcwr. ASM 61fi" (RAMC OPTIONAL Oee DNSERTS Y6iT1 w PROIECRON a/aY Twa( ssB CLASS. IR 1 A is rT` T '. ems MOLDED IN9DE..., - C 9 cFC710N B-B AYA6ABIE TRACT COOMMATIOILS NAY SIN 1i' 1•Q1dTM/ i LOADSP.2 YODEL YODEL mDBOm a)" DM REM D'1BI01 Mm BIMC¢S tR a ZAt . f• 14A1 i n" S1s. tr O: r*tA ti Seawl! lk: °aq 1 FL ?'M,lTl; nls TmTrt walu.swYw DAE ffirAWWDnn6AU uno D. /DOrbsNIh amims v sh flWs•! 0 easmil P.D D11I pl4 w Duselu oat IRC-6016- eI1aM t L.L71.LI l:J 15ff CiaiGrt7i[ii`i1 •--w u sm Ci au aL utiu:i[ti[os: iCiciti:P:il![;:i s[LIa !ca_•:—u:tu1LSi15 iaG7GI CSc CI QEI11 ua>s-s li4 rt s, Ex:`J Erjr v[lor—JUAM uo r oa Eudm l"um Ew jUAUUjd"mlmmm HAUNI"" m+ mmu"EA"Mmm tm"fI"EAEal RAAU6I ..i-r.. MM am®oESdw=m aj""+ um"" FmmLM"Ud""LBd"= m"©©Ujm mmEW""ra mmm[ncr " te "r rvr a ay NIIA".ul ilm r a3m IUAUU "EAUA"EU EwLrjdku m r mr3 at m c ot as +o- mr m m UCTURAL SOLUTIONS, P. tructural Engineering a Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: MC-6016-120-15 Test Date: I VS/2012 Project No.: 12-114 Design Pressures: 21.8 psf, -24.8 psf. Report Date: 12/6/2012 Model #. 600 Test Pressures: 32.7 psf, -37.2 psf Test Location: Amur Garage Doors, Winston-Saletn, NC ASCE 7-10 Criteria: U to 5 Feet of Door Width in Zone 5• Anyof Slope; Enclosed Building E . A. RH30' M 155 mph E . C,15' MRii 141 mph J E . C, 25' MRH 134'm h E . D,15' MRH 128 mph E MR . D, 25' H 122 m h Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Descriodbri of Test Specimen: A I6'-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 1 strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge ateach 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 fttriher described on Drawing IRC-6016-120-15. Manner of Tenth a: 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 insubstantial 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 Procedare• The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door fast, and then negative pressure was applied. Stepl:.Preload.the.door-to.50"/o.of the.DesigaYmm m.andhokLfarlO.seconds..Step.2 :Unload the.door.forl-to.5.m4m+es. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for Ito 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 I through 5 above for negative pressure. Observations: No fitilui6 occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Stunmarv: 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 ) Model 600,650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin 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 glass minimum - meets ASTM E1300-04) may be installed in 1 section Submitted By: S TRUCTURAL 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 a Greensboro, North Carolina 27410 a (336) 856-2686 Fax (336) 856-2687 a NC Firm #C-1096 I Florida Building Code Online FT7676.9 Page 1 of 4 IFDpWatifSOSHomeILogInIUserRegistration { Mot Topics I SubeUt Surcharge I Slats a Fags i publications FBC stag ( SOS site Map Links search Bus'i n#'Wes lj/ Profess& 1 lal Product Approval USER: Public Vier Regulation Product Aoorovat Menu > Broduet er Aeollcatlon Seardi > Aeeliotbn Lit > 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 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE C,/.• 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 dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 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 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 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-PG3S. Units must be glazed in accordance with FL17676 R2 It Install - 3540 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 3S40 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3S40 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 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.ndf 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 li 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 3S40 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 II 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: +35/-47 Installation Instructions Other: R-PG35. 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: 117676.6 13S40 SH 144x84 Fin Frame I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed In accordance wlth ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3S40 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGI... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by independent Third Party: 117676.7 13540 SH 1 52x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-2S Other: R-PG2S. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 52x84.odf Quality Assurance Contract Expiration Date O5/26/2020 Installation Instructions FL17676 R2 It FL17676 RI II Install - 3540 SH Fin 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 13540 SH 36x74 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/-SO Installation Instructions Other: LC-PG3S FL17676 R2 It 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854E 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/-50 Installation Instructions Other: LC-PG40 LIMM, 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: +3S/-47 Installation Instructions Other: LC-PG35 FL17676 R2 It 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 It 08-013718 1I.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 117676.12 13540 SH 1 52x62 finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG3S Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS S2x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62SI4 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG ] ... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE S1301SA 2269.odf Created by Independent Third Party: Yes 117676.13 13540 SH 152x72 Artless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 R2 C CAC APC 3S40 FLS S2x72.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 lI 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 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/-2S Installation Instructions Other: R-PG2S FL17676 R2 II 08-01S14 S12141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S12141 3S40 Fls S2x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(1277SIA2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3S40.AWS.IG.FIN.48X72.R3S.(0720161 Impact Resistant: No Riw.ndf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 11 Install Instructs - 3540 SH FIN 48x72 (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 10804 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-PG3S. Units must be glazed in accordance with FL17676 R2 If Install - 3S40 SH CMS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6aek N® QatjIMM :: 1940 North Monroe Street TeOahassee FL 32399 Phone, 8SO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy statement :: Acoessibillty Statement :: Refund Statement Under Florida law, email addresses are public rewnts. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the ofll[e by phone or by traditional mail. It you have any questions, plane Contact 850.487.139S. -Pursuant to Section 4SS.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 45S, f.S. must provide the Department with an email address d they have one. The emits provided may be used for official communication with the licensee. However email addresses are public record. It 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 It you are a licensee under Chapter 4SS, F.S., please dick b=. Product Approval Accepts: CreditSAFE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 l Validator / Operations Administrabor) MI Windows & Doors, LLC P.O. Box 370 Gratz PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product desaified below is hereby approved for fisting in the next issue of the AAMA Certified Products Directory. The approval Is based on successful oomplellon of tests, and the reporting to the Administrator of the results of tests acoompanied by related dravAngs, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANVDMAICSA1011I.S2JA440-08 LC-PG40•-014x2134 (36x84M Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL'S PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 3540 SH (FINLESS) FRAME SASH MI Windows & Doors, LLC 7157 PVC)(OIX)(IG)(INS GL) 914 mm mg2134 m 067 mm x 892 mm Cie: M1 L REINF)(TILT)(ASTM) 3'0" x 7'0") 2110" 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.: B1910.01409-47 Date of Report: August 15. 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification 4le, A-k d Laboratories, Inc. Authorized for Certification T Arneri&AArchitecturai Manufacturers Association 3G' MAX. FRAME WIDTH I1_ 4" I ' IMAY. ANCHORS TO BE f / EOUALLY SPACED. SEE ANCHOR CHART SHECT 1 FOR UNIT SIZE AND ANCHOR QUANTITY O 84" MEHEIGIIiGiii i X L 4" MAX. t I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.0/-50.OPSF NONE Number of anchors requfrodateachjsmb H*914 PD) Panel 1, Cn 2•A 30A 3eA 2" 1 2 1 2 1 2 OA 1 2 1 2 1 2 3" 3 3 1 3 42.0 3 3 1 3 48.0 3 3 1 3 5" 3 3 1 4 e0A eeo 72.0 4 4 S 7so 5 e4A S S 7ARLE OF CONTENTS SHEET NO.1 DESCRIPTION ELEVATIONS. ANCHORING LAYOUTS AND NOIES 2 - 3 INSTALLATION R,SKM DEscp ' WE I -Mft.-D NOTES: 1) 1HE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACIURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAM114G 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) iX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 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 HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCUUITIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF-104S-02') STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1S00-04. 8) APPROVED IMPACT PROTECIIVE SYSTEM IS RECUIRED FOR THIS PRODUCT IN N1ND BORNE DEBRIS REGIONS. 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. IJWMUM ALLOWABLE SHIM STACK TO BE 1/4'. 10) FOR ANCHORING IN70 MASONRY/CONCRETE USE 3/160 TAPCONS WITH SUFFICIENT LENGIH 10 ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I1) 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 RESISTANT. 13) II.ISTALLATION ANCHORS SHALL BE INSTALLED III ACCORDANCE VATH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL M07 BE USED IN SUBSIRATES WITH STRENGTHS LESS THAN THE MINIMUM SIRENiTH SPECIFIED BELOW: A. WOOD - MINIMUM SPFCIFIC (IRAVITY OF G=0.47 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). SIGNED: 1012112011 MI WINDOWS AND DOORS Avu"""/ STREET GRA TZ.PAARKET117030QO370 v5 CENS'gs' SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 *= STEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES 6'a p • AT POF owc NO. REY V.L. I 08 01 72 I I s`r ONA' SCAUNTS arz 10/17/11 1 OF 3 EJ v rtt SOSS 1 Kv I DEscwtiON I DAIE I FFkO:ED 2i 3UCh:/1.1.,00D FRALIING BY OTHERS. 2X BUCK TO BE' PP,GPEkLY SECURED F1,4140-c TO BE SET I(1 BED OF I l( I/a" MAX. J 1 3/16- 611N. 3 114' ILAX. APPROVED SEALANT I I — SHIM ENBEMENT SHIM HEAD 10 BE SET IN A EED OF APPROVED #8 WOOD SCREWCONSTRUCI101! SELANT ^ INTERIOR 1 2X THERS. i00u SLICKTOF BY OTHERS. L BUG{ TO , I EXTERIOR = o T INTERIOR EE PROPERLY SECURED EXTERIOR FLA`IGE •t0 BE SET IN BED OF SILL TO BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION M / BED OF APPROVVCD 2X BUCKANOOD FRAMING INSTALLATION CONSTRUC11OR ADHESWE L' S FLANGE TO BE r 1/4 - MAX. SIT IN DCD OF ( EHIu APPROVED SEALANT NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHO:':N FOP CLARITY. 2X BUCK WOOD FRAI.II.N^ MI WINDOWS AND DOORS 6Y LIhEF, '; BUCK i VERTICAL CROSS SECTION 650 WEST MARKET STREET y 1 1C07 i' BE PROPERLY SECURED 2XBUCK4900DFRAMINGINS TALLATION GRANTZ, PA 17030-0370 GENB• SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 1 0y 6J/"' STEEL REINFORCED - NON -IMPACT 36" X 84 DETAILS ph( A+ 88ii INSTALLATIONE D« c •o I+Ev 08- 01372 sj7sj;ID OR01 aVL ALaUNTS DME 10/17/11A,u" 2 OF 3 mvrticws OCSC• emhm MIC I AoPLNCD M.tiOP!RY'jGONCRETE —\ BY OTHERS PTIONAL I> DUCK BY - °• •• eOTHERS. IX BUCK TO BE jJ PP3:5ERLY SECURED. ZEE \ t:OTE 3 S'ICEN I I ! I FLANGC TO BE c I/ MAk. 50IN LIED OF r \ SHIM APPROVED SFs'ILANT t 1/4- MIN _ 1/3" 44•. HEAD iO BE SET EMBEDMEIJI SHIM IN A BED OF APPPOVErl CON57F,UCTION SEALANT S/I6- TAPCON k4A$O tRY/C:O:ICRETF ^ DY O'111ER5 INTERIOR EXTERIOR—'— I I INTERIOR j r 2 5 "S' MIN EDGE DIST. v. I t 11-- I r 4i 1- OPTIGHAL l x BUCK By EXTERIOR OTHERS, 1x SUCK TO BE FLANGE TO BEPP.OPEPLY SECURED. SEE i.OTE 3 SHEET 1 SET IN BED OF SILL TO BE SET INp ' A BED OF APFROvED CO.JSTRUCTION ADHESIVE APPROVEU SEALANT HORIZONTAL CROSS SECTION FT --Iio. O j MASONRY=NCRETEINSTALLATION FU•NGE TO BE / I/a• MAX. r SHILJSETINBEDOF APPROVED SEAIA)JT I a — L ISONRY/CONCRCTE uOTE: WIERIOR AND EXTERIOR. FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. OPTIONAL ix BUCY, Of o• BY OTHERS OTHERS, Ix BUCK t0 BE PROPERLyta NOTE3SHEET MI WINDOWS AND DOORSLJO i 650 WEST MARKET' STREET GRANTZ. PA 17030- 0370 4.. VERTICAL CROSS SECTIONMASONRriCONCRETEJNSTALLATNDNSERIES3540 FINLESS PVC SINGLE HUNG WINDOW v•\GFti6, 0 S STEEL REINFORCED — NON — IMPACT 36" X 84 INSTALLATION DETAILS kz AT OF • 0'O S ' CIORIO" N, 08 01372 — i S/ONAtIE we wt[ NTS10/17/11 3 OF 3 40 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 336-945-9695 rllomas@ldomaspe.com Manufacturer: M.1 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. Supporting Tecbnfcal Documentation: I. Approval document: drawing number 08-01372. titled Series 3540 Finless PVC Single Hung Window — Non - Impact, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:131910.01-109-47, signed and sealed by Michael O. Stremmel, P.E. Architectural Testing, Inc. York, PA AAMA/WOMA/CSA 101/1.S.2/A"0-05 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. Limitadons and Conditions of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit stm. 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 Roil 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. Certilicadon orindependence. Please note that I don't have nor will acquire a financial interest in any company manufacWdr a or distributing the product(s) for which this report Is being issued. Also. I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed producl(s). 1 of 1 X% I 1111 O /1 E N SE`•9` TAT OF ; P NAl. rllll Luis R. Lomas. P.E. FL No.: 62514 11107/2011 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 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF T14E 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. S. 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 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SKIM STACK TO DE 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 FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18844.03 I ADMONS I REV I DESCIMOM I GTE I APAtMD 15 FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITII 2 1/2" MINIMUM EDGE DISIANCE. LOCATE ANCHORS AS SHOWN IN ELEVAFIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 08 SMS OR SELF DRILLING SCREWS WIIH SUFFICIENI LENGIH 10 ACHIEVE 3 1HREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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 GRAVIIY OF G=0.42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) D METAL STRUCTURE: STEEL 16CA (.060" THICK), 33KSI OR ALUMINUM 6063-T5 .058' THICK MINIMUM 19 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 20. THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES 3500PW, 350OPWCHS. 350OPWMULL, 3500SP, 3540PW, 354OPWMULL, 3540PWCHS. 3540SP. 358OPW, 3580PWMULL. 3580SP, S-350OPW, S-350OPWMULL, S-3500PWCHS, S-3500SP, S-3540PW, S-3540SP. S-3540PWCHS. 1255PW. 1255PWCHS. 1255PWMULL, 1280PW, 910SP, 3500HPPW, 3500HPPWMULL AND 3500HPSP Oa.Y. z..p QLAW SIGNED: 0211112016 DOORSM650IWDOWEST 1REIC OIL/// MARKED STREET`J g NSF•,ID . GRATZ, PA 17030-0370 b,•G TABLE OF CONTENTS SERIES 3500 PICTURE WINDOW 0 6aAT4SHEETNO. DESCRIPTION 60" X 9 NOT SN-IMPACT rt07 -- STATE OF ty 1 NOiCS REvDRAWN: DNC No 2 ELEVATIONS oe-o2 B5s seAL aTE3 - 7 1INSTALLATION DETAILS NTS 02/02/16 I OF 6 I11- 60" MAX FRAME WIDTH 6' MAX -{--y 24.. MAX. O.0 I-- I--- - 6' MAX 96" MAX. FRAME HEIGHT SERIES 3500 PICTURE WINDOW EXTERIOR VIEW FINLESS 6 FLANGE INSTALLATION DESIGN PRESSURE RATING I IMPACT RATING t50.OPSF NONE NOTES. 1 MAXIMUM D L 0.: 56" X 92' 2. (2) 1/4' X 1/2' WEEPSLOT AT 2 1/2" FROM END GLAZING CHANNEL. 3. (2) 1' X 1/8' WEEPSLOT AT 2 1/2" FROM EDGE OF SILL FACE SEE CHART #1 FOR NUMBERS OF ANCHORS Rm9oxs REV I OMMIDv I arc I AWRato 1 CHART # 1 a r:>•©ram©r,©o©©© o©ono©000 000000000 r a Ea a:a aEa000000000000 hLojyt_ 'Froo D GV1S5 TL, I 1 6L44t W MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON —IMPACT ELEVATIONS osc NO. N.G. 1 08-02858 IGac NTS IoAn 02/02/16 S-2 OF 6 SIGNED. 0211112016 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANI EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 7/16' MIN EDGE DISTANCE I 1 1/4' MIN META' STRUCTURE EMBEDMENT BY OTHERS APPROVED SEALANT MAX. SHIM SPACE 88 WOOD SCREW EXTERIOR INTERIOR SILL TO RE SET IN A BED OF APPROVED SEALANT 4' MAX BACKER RC APPROVE HIM SPACE SEALM VERTICAL CROSS SECTION WOOD FRAMING Oil 2X BUCK INSTAIlATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 ME STRUCTL BY OTHE 5/8• MIN EDGE DISTANCE 1 1/4' MIN. 1/4• MAX EMBEDMENT SHIM SPACE J 7/16' MIN. EDGE DISTANCE J8 WOOD J18 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING RV15 0R5 oaumnom am 1/4' MAX. SHIM SPACE INTERIOR INTERIOR OR zx BUCK EXTERIORBYOTHERS APPRMI) BACKER ROD APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT 4-MAC. D 1/4' MAX SHIM SPACEr00SHIMSPACE INTERIOR 5/8' MIN. EDGE DISTANCE 08 SMSS OR SELF DRILLING VERTICAL CROSS SECTION SCREWS METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT 1 b41, p3 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 DOORSMIWINDOWSIWESTft.. LI0 zz MARKETSTREETV% GRATZ, PA 17030-0370 v,•%C,ENS,J' SERIES 3500 PICTURE WINDOW*• 0,.8 26 *- 60" X 96" NON —IMPACT FINLESS INSTALLATION DETAILS crz TATEEEEOFN. G. oRc 08- 02858 Rr 1pNA SGIE NTS -E 02/02 16 WE13 OF 6 j10`\ 2 1/2' MIN CONCRETE/MASONRY BY OTHERS1 1/4" MIN. OPTIONAL tx BUCKEMBEDMENT SEE NOTES 3 — SHEET rl GEE 1 BACKERROD APPROVED SEALANT II II 11 11 3/16' TAPCON EXTERIOR INTERIOR SILL TO BE SET IN A BED OF BACKER RODB APPROVED SEALANT APPROVED SEALANT o 1/4' MAX. OPTIONAL 1X BUCK SHIM SPACE SEE N07E 3 - 7 SHEET 1 CONCRETE/MASONRY BY 07HERS n VERTICAL CROSS SECTION CONCRET E&IASONAY INSTALLATION F!V DESVW10.V MTE I APPROVED CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS EMBEDMENT OPTIONAL IX BUCK 1/4 MAX' SEE NOTES 3 - 7 SHIM SPACE SHEET 1 3/16' TAPCON d INTERIOR 2 1/2' V ' MIN. EDGE v , DISTANCE BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&WSONRY INSTALLATION INTERIORI. FINISHES, BYOTHERS. NOT HOWNFORCLRIT , / A,/ tL D v+ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE " XNNJ W 1r DESIGNED IN ACCORDANCE WITTIASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON —IMPACT FINLESS INSTALLATION DETAILS MAW": one No. N.G. 08-02858 M NTS I °`TE 02/02/16 s"m 4 OF 6 SIGNED: 0211112016 r? I R . IL/0%Y ii v,•\OENS99`P% T OF ; RIO;• 7/16" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK METALBYOTHERS11/4" MIN STRUCTUREjWSEALANTEMBEDMENTBYOTHERS APPROVED BACKER ROD APPROVED SEALANT 1/4' MAX. SHIM SPACE EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS IS WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4" MAX BACKER ROD 1/4 SPACE & APPROVED SEALANT METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED /N ACCORDANCE WITH ASTM E2112 5/8" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 1 1 /4" MIN. EMBEDMENT I MI N. IN. EDGE DISTANCE J8 SMS OR i8 WOOD SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2X BUCK 8Y OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION R_I16b44. 03 G lJiss IILNSIONS DESCROWN DAIS I APPNMM 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL RWD FRAMING OR 2.Y BUCK INSTALLATION 1/4' MAX. SHIM SPACE 5/8MIN. I INTERIOR EDGE DISTANCE 1 8 SMS OR SELF DRILLING 48BACKERR SCREWSMETAL STRUCTURE BY OTHERS EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED:0211112016 DOORS M6501WESTR Oo/ M RKED J\s . t z GRATZ, PA 17030-0370 v,•GENS •JI,,, 0y j 6 SERIES3500PICTUREWINDOW60" X 96" NON—IMPACT FLANGE INSTALLATION DETAILS o+i>>T 0BTATEEEOF o FS: RIO DRUM. oAc aN 08- 02858 ScAu DALE shm NTS02/02/16 5 Of 6 2 1 /2" MIN I EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SIIEET 1 BACKER ROD APPROVED SEALANT EXTERIOR e • ' 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED SEALANT APPROVED SEALANT 1/4" MAX. OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS y . . VERTICAL CROSS SECTION CONCRETEAMSONRYINSTALLATION CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 d 3/16" TAPCON v 2 1/2" MIN. :o •' EDGE DISTANCE IREVDf" n0N I WE I N'P MD 1 1/4" MIN. EMBEDMENT 1/4" MAX SHIM SPACE INTERIOR BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND "AfT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 1703D-0370 SERIES 350D PICTURE WINDOW 60" X 96" NON —IMPACT FLANGE INSTALLATION DETAILS MAW owc ro N.G. I 08-02858 SME NIDME 02/02/16 O6 OF 6 SIGNED: 0211112016 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 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF TIIE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X RUCK OVER MASONRY/CONCRETF 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 PUBLSHED INSTALLATION INSTRUCTIONS. 6. WHERE 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. 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 ALLOWADLE SLAM 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 CJ=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER AS7M E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE JS WOOD SCREWS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 ELEVATIONS 3 - 7 INSTALLATION DETAILS ISO" 03 1 RNSIONS I REV I DEStll1DM I GTE I APPROVED 15.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITIi 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WIFH SUFFICIENI LENGIH 10 ACHIEVE 3 IHNEADS MINIMUM BEYOND SIRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S LVSTALLATION 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.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 16GA (.060" THICK), 33KS1 OR ALUMINUM 6063-T5 .058" THICK MINIMUM 19. 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. 20. THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500PWCHS. 3500PWMULL, 3500SP, 3540PW. 354OPWMULL, 354OPWCHS, 3540SP, 3580PW, 3580PWMULL, 3580SP, S-3500PW, S-3500PWMULL, S-3500PWCHS, S-3500SP, S-3540PW. S-354OSP, S-3540PWCHS. 1255PW. 1255PWCHS. 1255PWMULL, 128OPW, 910SP, 3500HPPW, 3500HPPWMULL AND 3500HPSP. 40cjL_ TtkS e' .Q QA-66 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 350D PICTURE WINDOW 60" X 96" NON -IMPACT NOTES N.G. 1 08-02858 NTS - 02/02/16 19W 1 OF 6 SIGNED: 0211112016 a ASIONS acy nEulnv o as ewswlo 60" MAX FRAME WIDTH 6' MAX --{ 21" MAX. O.C. I-- I--- 6' MAX 6' MAX 24 MAX O.0 SEE CHART 11 FOR NUMBERS OF ANCHORS CHART # 1 Number of anchor locations required 96" Frome Fromo width In MAX. Height 3&00 1 42.00 4&00 54.00 60100 6&00 7Z.00 1 7&00 s4.00 1 90.00 9&00 Jamb Hoad Jamb Head JambFRAMEnHaedJsmbHadJambHeadJambleadJambHeadJambHandJtmbHeadJamb HoodJE4HEIGHT42 5 30.00 3 2 5 2 9&00 2 2 2 3 2 3 3 2 4 2 4 2 4 2 5 2 5 2 1200 2 3 3 3 3 3 4 4 4 3 3 5 4&00 2 3 3 3 3 3 3 4 3 4 4 3 5 5 3 S4.00 2 3 3 3 4 4 3 5 6&00 2 3 3 3 3 3 3 3 3 6&00 2 4 3 4 4 4 72 3 4 4 4 4 7&00 4 64,00 y 3 5 4 5 5 6' MAX SERIES 3500 PICTURE WINDOW //]] L ii Ip ISS EXTERIOR VIEW FINLESS a FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACTR41W0 116) 14C O ) I V(, SIGNED:02/11/2016 t50.OPSF NONE MI WINDOWS AND DOORS III 1 650 WEST MARKET STREET QJ\S R' O iqGRATZ, PA 17030-0370 ` ,,•GEM•Q••J+,, SERIES 3500 PICTURE WINDOW *• 0 6 60" x 9E NON —IMPACT UAT NOTES: ELEVATIONS OF trr 1 MAXIMUM D.L.O.: 56' X 92" MON: DEC my Z 2. (2) I/4- X 1 2" WEEPSLOT AT 2 1/2" FROM END GLAZING CHANNEL. ONA` G\\ N.G. 08-02858 i s ? 3. (2) 1' x 1/8/ WEEPSLOi AT 2 1/2" FROM EDGE OF SILL FACE sr_ NTS -ri 02/02/16 —2 OF 6 /lllllllll 41 7/16' MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK METAL BY OTHERS 1 1/4- MIN STRUCTURE EMBEDMENT BY OTHERS APPROVED SEALANT BACKER ROD APPROVED 1/A' MAX. SHIM SPACE SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 8 WOOD SCREW EXTERIOR INTERIOR SILL TO RE SET IN A BED OF APPROVED SEALANT I/4' MAX BACKER ROD APPROVED HIM SPACE S STRU TJRAEEAT BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING Of? 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND CXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MT14ASTM E2112 5/8- MIN EDGE DISTANCE 1 1/4' MIN. 1/4• MAX EMBEDMENT SHIM SPACE I f 7/16- MIN. EDGE DISTANCE CE 8 WOOD J JB SMS OR SELF DRILLING SCREW SCREWS WOOD FRAMING 21 oaaroRow GlC I MPRMD 1/4' MAX. SHIM SPACE INTERIOR INTERIOR OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAM/NOOR2XBUCK INSTALLAT70N APPROVED SEALANT 1/ 4' MAX. SHIM SPACE 1/ 4- MAX• r FSHIMSPACEINTERIOR 5/ 8' MIN. T7 EDGE DISTANCE 1 B8 SMS OR SELF DRILLING VERTICAL CROSS SECTION SCREWS METAL STRUCTURE INSTALLA TION METAL STRUCTURE BY OTHERS BACKER EXTERIOR APPROVED APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 DOORS MIWINDOWSIwDOWESTlk.. `0,//,'' MARKET STREET GRATZ, PA 7030-0370 J`5 r,•GENSF9& SERIES 3500 PICTURE WINDOW 0,-6 6 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILSpO.t STATEEE oRc ro. RI OF ` N. G.: 08-02858 i S DIVA7j111111111 swcNTSarc02/02 16 s acl3 OF 6 pDnsroes imr DEepanuw an APPRMED 2 1/2" MIN _J EDGE DISTANCE 1 CONCRETE/MASONRY CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS e • BY OTHERS EMBEDMENT 1 1/4" MIN. I/4' MAX. OPTIONAL 1X BUCK EMBEDMENT SEEONALNOTESx3BUC SHIM SPACE SEE NOTES 3 — 7 SHEET I SHEET 1 3/16' TMCON INTERIOR BACKER ROD APPROVED SEALANT 1/4" MAX. SHIM SPACE EXTERIOR 3/16- TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER RODB APPROVED SEALANT APPROVED SEALANT o 1/4' MAX. OPTIONAL IX BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS d 1 VERTICAL CROSS SECTION CONCRET EA"SONRY INSTALLAT iCN 2 b El DIS1 BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION EXTERIOR NOTES: NTERfOR AND EXTERIOR FINISHES, BY OTHERS, `' t D 6kA37.7 NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON —IMPACT FINLESS INSTALLATION DETAILS MAWN: one NO. N.C. 1 08-02858 snot NTS — 02/02/16 —4 OF 6 SIGNED: 0211112016 S R I I` q//,, 6EOF 0'O';c[OR10• REVISIONS DESCRI%ION I aIE I AMOVED 7/16" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE 1 1/4" MIN. 1/4" MAX. WOOD FRAMING 1 1/4" MAX EMBEDMENT SHIM SPACE OR 2X BUCK BY OTHERS 1 1/4" MIN METAL SHIM SPACE T- INTERIOR EMBEDMENT STRUCTURE BY OTHERS 7/16" MIN. EDGE DISTANCE APPROVED SEALANT BACKER ROD MAX. 9hAPPROVED SEALANT 1/4' SHIM SPACE 18 WOOD IB SIAS OR SCREW SELF DRILLING SCREWS n 716==4 EXTERIOR BACKER ROD h APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 8 WOOD SCREW EXTERIOR INTERIOR SILL TO LIE SET IN A RED OF APPROVED SEALANT 4" MAX BACKER ROD 1/4 SPACE h APPROVED HIMSEALANT METAL STRUCIURE BY OTILER<_ VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE EXTERIOR BACKER Roo k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE 5/8" MIN INTERIOR EDGE DIIISTANCE J 8 MS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR h APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON SIGNED: 0211112016 MID DOORS R i110 650WEST MARKET GRATZ. PA 17030-0370 J\ 5 r,• vAGENS•,J' f, 0,. 6126 SERIES3500PICTUREWINDOW60" X 96" NON -IMPACT FLANGE INSTALLATION DETAILS Ap•• TAT OF ORAwN: REV 7Na08-02858 i/SS/ONALNO`\• I/ I111111111 SCALENTSatt02/02/16 1 SHEETS OF 6 2 1/2- MIN 1 EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° 1 1/4' MIN. OPTIONAL 1X BUCK ° EMBEDMENT SEE NUIES 3 - 7 SHECT 1 BACKER ROD 1/4• MAX APPROVED SHIM SPACESEALANT EXTERIOR 3/16- TAPCON INTERIOR SILL TO BE SET IN A BED OF RODBACKERROD APPROVED SEALANT P AR SEALANT 1/ 4" MAX. OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 - 7 SHEET 1 CONCRETE/ MASONRY BY OTHERS 14 . . VERTICAL CROSS SECTION CONCRET& MASONRY INSTALLATION RLVIS" i REVD134MIONIWE VPRerEO CONCRETE/ MASONRY 1 1/4" MIN. BY OTHERS EMBEDMENT OPTIONAL 1X BUCK . 1/ 4- MAIL SHIM SPACE SEENOTES3 - 7 SHEET 1 V. 3/ 16- FAPCON o INTERIOR 2 1/2" MIN ' a EDGE DISTANCE BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL COWCRETEANASONRY INSTALLATION NOTES., 1 L- L awN s I. INFERIOR AND EXFERADR FINISHES, BY OTHERS, NOT SHOWN FOR CI ARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TD BE DESIGNED IN ACCORDANCE WITH ASTTN E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FLANGE INSTALLATION DETAILS muwr ode d0. N. G. 1 08-02858 i-- E NTS -'c 02/02/16 ISHEE6 OF 6 SIGNED: 0211112016 Aw w Florida Building Code Online 18504.2 Page 1 of 3 Business & Professional Regulation r eas monk I Los In I user IteplS, i n I mat Topxs ( subfNt sunriarge I sorts a fads I Pubibmdom ( fac smrt { ads sae Mao I unk• I sarcn I product vatr* USER: Public UW IMFIP piopuu Aooroval Menu > ProOud or Aooamtbn Seardi > (,{Illllmtlon ud > Application Oapll FL # FL18SO4 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitiinger@miwd.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 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 G Validation Checklist - Hardcopy Received Certificate of Independence FL18504 n^ COT eL COI odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https:Hfloridabuilding.orglprlpr_app dtl.aspx?param--wGEVXQwtDgs9%2P%2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 3 of 3 wooly a Personal address, please provme the Department "ta Memae address pease tll , a evaeable to the "lk. To determine It you are a poensee under Chapter Product Approval Accepts: Cre& Card sae https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 1D7 3/8" COMBINED WIDTH 1y1- [- W2 BY r r FRAME WINDOW WucowHEIGHT L/I MULLION SPAN) I) 107 3/8' COMBINED WIDTH W1- W2 83, LwFRAME WHEICK MULLION SPAN) r 3/8' COMBINED WIDTHFI107iw2 83, J J WINDOW FRAME HEIGHT MND0 WlNDO MULLION SPAN) Wi---Z- W2 IO7 3/8' COMBINED WIDTH D-vn nBn9 (Pd) Unrb ancAored IITro Wood b+nlr Mullion man n) Utaly Width I Ift) 1813 2SS0 3SWD 4200 410. 5213 2A00 11=01 1300 1 0 130.0 1 0 1 .0 37.3s 1a0.0 1130.0 127.2 127.0 127.0 71.0 LO3 2a7 3 79 721 72A 4 0. o 1.46 4.SX00 SILS B5B 16 478783• t.4 43.0a3 o0 77. 5&7 4&8 41.4 3&8 37.0' 0.0' n 821 41L 33.1" 2B.1 28.3 24. 107 3/8' COMBINED WIDTH WI - r-W2 83" LFRAME WINDOW HEIGHT MULLION Pi' r r 107 3/B' qCOMBINEDWIDTHW1 II- I W2! 83.. r j WINDOW J FRAME HEIGHT MULLION P W1 --y F- W2 107 JV8' COMBINED WIDTH qE-y I I7E4CA IION I WTE I APPROVED ' A I REVISED INSTALLATION DETAILS 08/07/1S I R.L. ' 107 3/8` COMBINED WIDTH WI W2 ! 83' I WINDOW J FRAME HEIGHT /J WINDOW MULLION SPAN) r r r W1W2 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS IWAYBE MULLED TOGETHER AS L01VG AS COMBINED WIO7N DOES NOT'EXCEED 10734r AS SHOWN HEREIN. Dwan pmmum ra0np W Unlbandlolodrnrom co -soft lion oft) 7ffbubly Width In 1s. 13 2S.b0 JIL00 42 1 00 bi13 F2&00 1=0 130 130.0 130.0 SOLD 180.0 3s 30. 130.0 130.0 1 .0 130.0 1 .0 03 130.0 130.0 130.0 1 .0 130.0 1 .0 W 130.0 14 87.8 79.3 73.9 713 8603 130.0 98.8 729 BS 8 60.5 8&2_ 7EW 99.3 72A 54.0 4&1 44,0 42,0 s4. 00 1i21 45 33.1 28.1 3 24.9 LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DlM6KSIDNS IN CNARTARe FRAME D04ENSIDN3 AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M- 1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS V. L. 1 08-01445 W- ENTS IDITE O1/11/12 -2 OF 3 SIGNED: 08/07/2015 II z;% 4a` IILit.D9 GENdFID L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-698-0609 rllomas@Irlomaspe.com Manufacturer: MI Windows and Doors, tnc. 650 West Market St Gratz, PA 17030 Product Line. M•1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Departrnent ofBusinessandProfessionalRegulationforStatewideAcceptanceperRule61G20-3.005 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: 52 118' 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 -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. 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. Cortficadon of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also. I don't have nor will acquire a financial interest In any other entity involved in the approval process of the listed product(s). 1 of 1 Nv E N s+''9 i,r p • TAT OE G AL Lbis R. Lomas, P.E. FL No.: 62514 08/072015 Florida Building Code Online .So r% + S Page 1 of 2 Business : Professional Regulation F1Gdda pad acts tame I Log In I uaer Regtsbatlon i Mot Toplo I Bus ryes 9u"&1MftuW Produet ApprovalPro#essi `dal Rmulation- suenrc Surcharge I staffs a Faaa I PubOotloro I MC stiff I aG5 Sft Mall I uroa I SwfM I eg llID1lFs l!8 > aoWlmian Dam Fl. g FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CUfton Street Tampa, FL 33634 813)884-0444 lyle.pestow®acm-metals.com Authorized Signature VMan Wright ridcw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 3. King, P.E. Y-- Validation Checklist - HardCopy Received Certificate of Independence JU2019 R5 C01 Qeftlfiratic 0f 1nAenendenee.adf Referenced Standard and Year (of Standard) Standard 1/ear ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding-orglpr/pr app dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 AM AMMCAN CONSTRUCTION METALS S140 West Cmw Sfreef Tampa; FL 33f 34 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENEML NOTES 1. This product has been evaluated and is in compliance with the Sth Edition (2014) Honda Btdkft Code excluding the 1- igh Velocity "cons Zone' )HVHZ). 2, product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. lute conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed property to n3celve loads from the soffit and/or 2 x T batten strips. S. Aluminum soffits shag conform to the requirements of FBC Section 1404.5.1 and labeled according to IBC Section 1710.9 TABU Of COMPMS eleval'prls & notes q Panel defogs _ 3 WitdeM&aeWnPm=M 4 Somi defolis & deftn 5 Soffit deto9s, design pletstaes a bR of.motmiats TRIPLE 4 1.6014 toor"M QUAD 4 Q4 040121.011r111M 04014 tonrywq 4 K: AK o 1. or. LtS a amo•w. o FL— 12019. t 10. w ROOF OVERHANG ALU MMU" ROOF i A r ROOt OVowXG ROOF OVERHANG SPA T CMU OR SOFRT Cu O— SOFFIT MOOD pSEEDBNL'A'FRAMED \ MSC- FRAMED SEE DETAIL' B' DETAIL' 0 SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS sown wl InmJhm" tmtk-) (210001f) Vf hWffiMbV tall rm) SINGLE SPAN LENGTH A' PRESSURE (M POSITIVE INEGA71VE er 70.0 . 141.0 lo• 60.0 60.0 T2' SO.O 50 0 T4' 38.S 38.S u• 30.0 30.0 NaIE: W(1CN n[wmwu ti.v DENGNED BY THE ARCHRECI OR OCHE OF RECORD DETAIL " B " F-Mo mel TRIM NM ATTACHED THROUGFI FASCIA Marc: _ 016' O.0 AGAINST B0MAX 1 MMNEL WAoffFASMN T 7TOAA OFFASCIAMTSTAPLESINSTALLED BID OF PANEL AND B' MAX oJC. SEE DErAL' 1'. SHEET 5) 1/B' MAX. — DETAIL" A " Fascia SrAP( ES INSTALLED 0 2,V O.C. (NO WOOD) ON FCHA NEL LEG OR T•HAB a lr O.C. INTO WOOD OR MASONRY) STAPLES INSTALLED 0 1 r O.C. ONTO WOOD) IN F- CHAI.WEL SLOT OR I-NAL 017 O.C. INTO WOOD OR MASONRY) STAPLES LOCATED ROOF oSs $ ice t f( tA111NG III 11 m ALUMINUM FASCIA. TRIM V it z so Fn— nuoR• 1 yg= SEwow EDBAIL'A' FRAMED 3u SEE DBAL' C' SIDE VIEW - SINGLE SPAN •w/3-CHANNEL SIwm wI umladwam canow) 1) W } CJIANNEL SLOT OR WM ®I T O.C. DETAIL" D" J-Chalmel Fascia a g STAPLES BaTAM 0 Ir O.C. (NIO WOOD) N IN }CHANN' E SLOT OR T`NAL 617 O.C. ONTO WOOD OR MASONRY) I STAPLESLOCATED 24' O.C. WBIG r0 FRAM—7 jNOTES: I. WOOD SUBSTRATE G - 0.42 OR BETTER Em'.SUBSTRATE 2 MASONRY SUBSTRATE9. 00D PSI CONCRETE (ACI V)a ORNOLLOWBLOCS(ASTMC90). n ITEM DESCRIPTION MATEIVAL I FASCIA .021 S THK. AL 3105 - H14 ALUMINUM 2- P CHANNEL .01W IWI( AL 3105 - H24. . - ALUMINUM 3 F CHANNEL Ai5S THK. AL 3104 - H19 ALUMINUM s GUAD40ANiLLOI150R.013S'THICIOAL3105 ALUMINUM d iRIPLE 4 PANEL A115 OR A13S-WCp AL 3105- "' ALUMINUM 7 15 x 13/4TRIM NAiL SS. B 11T GA. X 1/4' SS STAPLE / 70 MN. EMB STEEL 9 2-X 2' BAM STRP 06A20R BETTER( - WOO 10 APA Lid;- GROUP 1 EXT.15/37 PLYWOOD OR BETTER WOOD 11 Or DIAL 7-NAJL twl S/B' MN. EMBB)M - 5m 12d X 3-1/P IX2%90r-AL FRAMING (G--AqHD. GALV. SIB ATTACH w/ COMMON NAIL 6 24' O.C. RSCOMMONNABS Wl 1.114' MIN. SA 7 6 TOP t0 ROOF BRAINING DETAIL is H " STAPLES INSTALLED END Of PANEL AND @- MAX O.C. SEE DEUL-JI -- X. MAX MAIL"J." DETAIL"I" SPAN • '- o,""• u ROOFCVERIIANG itH7t t t gg e = i3 •• ROOF SEE DEEAL' B • i d iifRAMOIG ' 1 Rim u € 12dx3.1/4• [HU To HD.GALV.SIB - - - - - WOOD COMMON HAIL 02CO.G SEE DEUII'A--JA FRAMED w/ IJ/4' MIN.EAAL (SHO 3) CONTINUOUS SEE DELL H BA17134 6 Cl 4 sPAH STAILED® SIDE VIEW - DOUBLE SPAN w/BATTEN., 84D OF PANEL AND ( truss/Reml"g tantllnvei) 9- MAX. O.C. SEE DEFAL-J 9 iWiN SPAN LENGTH w/ CONTINUOUS RAVEN A' DESGH PRESSURE p'Si7 POS1f1VE NEGATIVE 16- 70.0 70.0 id 66.5 66.5 ear 60.0 60.0 2r S4.S S4.S 2, r so.o 50.0 SPAN ' A ' ROOF OVEIMANG SEE DEIAV G • S W 4) ROOF FAA SEE NOTE 2 MSG. I EMU OR MOW SEEDEI[ AII.1' 8' 1T FRAMED SEE DETAI •A PM 31 SIDE VIEW - DOUBLE SPAN w/BATTEN Sum W/ ouaftm" weftn9) CONNECTOR 1401M 1. WOOD FRAMING AND CONNETIONS 10 BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR BIGDIEER OF RECORD 1 • VYOOD SUBSTRATE: G - 0.42OR BETTER 212d COMMON NAIL OR 3nC ITW 1APCON CONCRETE SCREW 2 MASONRY SUBSTRATE UOD IS CONCRETE (ACI301) MIN. I-1/4• "EDMEIq 6 2C ON CFNTER OR HOLLOW UOCX LASiM C40). 7 4 09' g w N-T.S. g Mc JK • c r.. Lf5 ; Am " ou FL- 12019.1 Florida Building Code Online' l Page 1 of 2 2 Regulation r awpepypjems acts Home I tog In I user ReaWation i Ha T60t, I SOem,t Svrclurya I Stott 6 FSW I vut,kotonc I Fat Stab I KS Sim wp I unU 15®rct I Busines f IProfessi , Product Approval uses: ,mtgc user Regulation. P W,,d Agm» it Hoe, , It e al>1IIINa 1ta > 04WICW*n omNl FL g 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 600 Atlanta, GA 30328 770) 946-4571 mcollins@adasrooflng.com Authorized Signature Meldrin Collins mcollIns@atlasroo(ing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida Ucense PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Wi Validation Checklist - Hardcopy Received Certificate of Independence k1630S R4 COI &W3002.4 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.orglprlpr app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FSC Approval 07/05/2015 gunuriary of Products FL t! Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installatlon Instructions Approved for use in HVHZ. Yes 1316305 R4 It • AT113002A 2614 FBC Product Evaluation Shinoles.odfApprovedforuseoutsideHVH2: 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 At ATL2002.4 2014 FBC PfodutY Evaluation Shlnoles.odf Created by Independent Third Party: Yes TM .Aiirato nt FlaMa k An AA/170 atrydeyar. .:: PltdamLStiterne01 :: :: It Under Florida tow, enwill addresses are public records, It you do not want your *-mall address released In response to a publk•MC*rdS Mum. do not Send aIecbenrk MR to this endry. Instead, mllea die office by phone or by traditional mall. V you have any question% please Contact 650.407. 139S. •PuBuent to section 455.27%1), Florida Stabnes, effective October 1, 2012, iloarsees ncenSad under chapter 45S. F.S. raat provide the Department with an Oman addrm d they have one pw eructs provided they be used for official mrtanunkatlon with the Icamea. rlowerer arras addresser are public record. Y you do not wish to supply a persanal address. please provide ter Oepanbim wash an *mall address which can be merle evattable to ter public. To deterthlne If you area dcertWe under Chapter 4SS. P.S.. OWN dldr b=. ProduR Approval AnoeM. creni SAFE https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N... 7/20/2015 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLoRiDA BuILDINo CODE ST" EDITION (2014). Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: 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 o Standard Year PRI Construction Materials Technologies (TST5878) ATL-079412-01 ASTM D 3161 2009 TAS 107 1995 PRI Constriction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction 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 O 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 D 7158 2008d PRI Construction Materials Technologies (TST5878) ATLA 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM O 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-125.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA27.02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 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-138.02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 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 D 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 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (fST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002A FL 16305•R4 Page.1 of 9 This evaluation reportis 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 PRI Corutruction Materials Technologies (TST5878) ATL-174-02-01 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 PRI Construction Materials Technologies (TST5878) ATL-186-02-01 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 PRODUCT DESCRIPTION GlassMaster® 30 Ardmore & Hampton) Tough -Master® 20 Ardmore & Hampton) Pro-Culib Hip & Ridge Ardmore & Hampton) Pro -Cut® Starter Strip Hampton) ProLAMTm Architectural Hampton & Meridian) Pinnacle® Pristine, Pinnacle® Pristine Lifetime w/Scotchgard Dangerfield, Hampton & Meridian) StormMaster® Shake Dangerfiield) StorrnMasterO Slate Ardmore) ATLAS ROOFING CORPORATION Asphalt Shingles ASTM D 3462 2009 ASTM 0 3462 2009 ASTM 0 3462 2009 TAS 100 1995 ASTM D 3161 2009 TAS 107 1995 ASTM D 7158 2006d TAS 100 1995 ASTM D 3462 2009 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with ; dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM 3462. ASTM D 3161. Class F fiberglass reinforced, starter asphalt shingle with a 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 asphalt shingle with a dashed, thermally -activated, self -searing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripes 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. 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. This evaluation report is provided for slate of mW= proaucr apprvva1 u11L=r Rine v.v , ..o.....a...,... ..•..• •- Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this re This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION _. ATLAS ROOFING CORPORATION Asphalt shingles GlassMaster® 30 & Basic Wind Speed (V„u): Max. 194 mph Tough -Master® 20 Basic Wind Speed (Vasa): 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, Undertayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ)'. 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. Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattem' or'6 Nail Pattem' detailed below. 36- 12" L—J • I 4 12- --+,+-- t 2- --j s 12° ---. i Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 3A' . Nails 12" • • ,i 1 5I8- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL13002A . _ FL 16305-R4 Page 3 of 9 This evaluation report Is prowlded for State of Florida product approval under Rule 61G20-3. The manufacturer shall no*.. 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 Asphatt Shingles ProLAMTM Architectural Basic Wind Speed (Vun): Max. 194 mph Basic Wind Speed (Vad): 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): 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. Installation (Non-HVHZ): 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. o MF,7]P te0 ep ip ln WIaC I " I I T Figure 3. Prol-AM"m 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'e0luation 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,u): StormMasterq& Shake Basic Wind Speed (Vero): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ)a 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. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed 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. 1 Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Patter (Non-HVHZ only) rk a 200 oWa@O'"Vw b mmti .e,a yr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rCcoo000000• o 00 0. Figure 6. Pinnacle® Pristine and StorrnMaster® Shake 6 Nall Patter ATL13002:4 _ FL 16305-R4 Pages of 9 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notlfy•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. C ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC StonmMaster® Slate Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in.. plywood or wood plank for new construction; Min. 15132 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. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattem" or "6 Nail Pattern' detailed below. V 9" Figure 7. StommlYlaster® State 4 Nail Pattem Figure S. StortnMaster® Slate 6 Nail Pattern ATL19002.4_ FL 16306•R4 Page 8 of 9 Thls'evalual O—repoft is -provided for State of Florida product approval under Rule 61G20-3: The manufacturer shall notify CREEK Technical Sefvlces, 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, reoommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Starter Strip Basic Wind Speed (VW: Max. 194 mph Basic Wind Speed (Vow): 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. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installation (Non-HVHZ): Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. u• r rl I rd —T. o o 4l/!•.Y Figure 9. Pro-CutOD Starter Strip ATL13002A _ FL 16305-R4 Page 7 of 9 This evaluation report Is provided for Slate 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-Cutt Hip & Ridge Basic Wind Speed (Vet): Basic Wind Speed (Vow): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind.. 12 ga.1-In" ring shank nail 120 I ¢¢j j I 1 Figure 10. Pro-CutOD Hip & Ridge ATL13002.4 _ FL 16305-R4 Page 8 of 9 Thlsevaluation report is provided for State of Florida product approval under Rule 6/G20-3. The manufacturer shall notify CREEKTechnicalServices. 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 Shingles0TECHNICALSERVICES, 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. iiilHl881j, X\ p Y A. P9;. No 74021 CC Z p•: STATE OF V P.. N,,. CERTIFICATION OF INDEPENDENCE 2015.06.2 912:55:48 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 FL 16305-R4 Page 9 of-9 Trts evaluation report is provided for State of Florida product approval under Rule 61G20-3. The mifnufacturer 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 Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5'" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: 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 PRI Renort No. Standard ear CPRI 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) ATL4)86.02-01 Rev 1 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (17ST5878) 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 (TST5876) ATL-107-02-01.1 TAS 100 1995 PRI Constriction Materials Technologies (TST5878) ATL-109.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 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 Constriction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 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 D 7158 2008d PRI ConsWclion Materials Technologies (TST5878) ATL-132-02-01 ASTM D 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 (17ST5878) ATL-137-02-01 Rev 1 ASTM D 7168 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 O 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL462-02-01 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 O 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 D 3462 2009 ATL13002 4 FL 16305-R4 P8991 of 9 This evaluation report Is proNded.for State of lorida product approval under Rule 611320-,S.. The manufacturer shall notify CREEKTechnicalServices, LLC of arry 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 Technologles (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 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-18"2-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasterilD 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 0 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-Cutt4l 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. Prot-AMM Architectural ASTM D 3161, Class F & ASTM D 7156, 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. Dangerfleld, Hampton & Meridian) StormMaster® 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 16305-114 P*R,2 of 9 This evaluation report Is'proWded 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 not Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMasterO 30 & Basic Wind Speed (VLO: Tough -Master® 20 Basic Wind Speed (Vw4: Deck (HVHZ): Deck (Non-HVHZ): Underdayment: 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. 15132 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 Pattem' detailed below. 36'. Nails J Ur 12' — —12- --- 12'--1 Figurell. GlasstYMaster630 & Tough-Master®20 4 Nail Pattern (Non-HVHZ only) 39" 1 Nails 12" i Ste 12, —&- 12" Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern A7113002. 4 FL 16305-114 __ _ Page,3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3: The manufacturer shall notify CREEK Technical Services, LLC of eny product changes or quallty assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply wartardy. installation• recommended use. or cuter product attmutes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, LLC PrOLAMT" Architectural Basic Wind Speed (VA): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements*. Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern* detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either *4 Nail Pattern* or'6 Nail Pattern' detailed below. mH wOni titl r ' 12 Vr. r O O O O O O O O O O O O O O O N r 6 w, I I '• Figure 3. ProLAMI Architectural Shingle 4 Nail Pattern (non-HVHZ only) nr rom.ao.eo r r 7Vr r m 0 M' L - Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattem 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 CREEKTechnicalServices, 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 (Vun): StormMaster® Shake Basic Wind Speed (Vaw): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: 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. n Lr --• uvrrh OC1C-)L' HOC ,r n Figure S. Pinnacle® Pristine and StotmMasterO Shake 4 Nail Pattern (Non-HVHZ only) rn 1la r w1 Mr1a OIM wMr • CD Co 0 0 C3 C3 C3 o o CJ C. Q CJ C> w ooc c;oo 0 or od coo' I lAr Figure 6. Pinnacle® Pristine and StortnMaster® Shake 6 Nail Pattern ATL13002A FL 16305-R4 Pogo 6 of e This evaluatlon report is,proirided for State dr 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 (Vwt): Basic Wind Speed (Vend)'. Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Mai. 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 manufacturers 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 manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattem' or'6 Nail Pattern" detailed below. i I gw 1 Figure 7. StormMaster® Slate 4 Nail Pattern T Figure 8. StormMaster® Slate 6 Nail Pattern ATL13002 4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.LC Pro -Cut® Starter Strip Basic Wind Speed (Vun): Basic Wind Speed (Vam): 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 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. W rl • 1- •. Figure 9. Pro -Cut® Starter Strip ATL13002 4 FL 10306-R4 _ Page 7 of 9 This evaluation report Is•.proaided for Slate •of Florida product approval under Rule 61G20-3. The manufacturer shag notify CEEKR 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. r CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (V,dt): Max. 194 mph Basic Wind Speed (Vesa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in..plywood or wood plank for new construction; Min. 15132 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 ga. 1-1/2" ring r shank nail JII • Tli_==__._ 12" V. i i i Figure 10. Pro -Cut® Hip & Ridge ATL13002 4 FL 16305-R4 Page a of g This evaluation report is provided for State of Florida product approval under Rude 61G20-3.; The manufacturer shall nottly 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. C ATLAS ROOFING CORPORATION MAsphalt 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 dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and lode compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. F1 4 4 . . No 74021 p STATE -OF 'I- JO % • . CERTIFICATION OF INDEPENDENCE 2015.06.2 912:55:48 04'001 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 trowest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by arty 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. ENO OF REPORT FL 16305•R4 TectullcafSeiVlbes;LLC:ii arry.produtt.dMigina Thls evaluelian'repo4 does not eVeass +tor_Imply specifically addressed herein. g of is valid. are not Florida Building Code Online UerO(A .1a Mej Page 1 of 1 FLI-52-L. Business & Professional •• FIOrida d , oas lwH1a to I user pACM un I Hot Toga I Sunmu Suchrargeseats a FansPubBvtlons I F C Stan' I SM Sae MapI Links I SeWChBurnesP.ro essi I *- LOD product Approval urea: puau user Regulation s Ippllmlfon t1R. Search Criteria . Reline Search Code Version 2014 FLU 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 searan westWas E6$. MUZZWOowa.....a LM manufacturer _ Validatbsd By Status FL15216-R2 Revision InterWrap. Inc. John W. Knezevlch, PE Approved Category: Roofing 9S4) 772-6224 History Subcategory: Underlayments SM. — In. nateSJN. ApprOv d, .. A9vre:. .. stu ' .. '•':° ... ice..: Alone: aa?:iH2a The state of Florida is an ANEEO entpbyv: rw..naehl O(if-]ems ::: Privam Sla»[ :: :: Under Rorlda law, assets sosaddreaare"C "'do"a . tt you as not wam Vac a -moll address found In rasporoa to a 0ublkremds request. do not send elenronic nyU to t htl eruM. Inroad, eantact the oflka bV phone or bV traditional nua.•tt you have arty guesllona, Oust Contact &W-407.139S. 'Nuslaru to section 4SS.Z75(li, Florida Slatuted. artedthra Oaoter 1. 2012. licarm s Iloensed udder Chapter aSS. F.S. must WWAde the cle"publicentwith o do n t wish r they hove one. The errulb provided maV be used for olatlal commune tbo with the licensed. However email adamssu are public remrd. tt you do not wish lo supply a pafaafyl address, please provide the Oeparbnent with an4011111 ad which avaWWe to tM puelL To dMCmanh W you era a ledunder 455. .. Produr=_ MProvd AotepW Crr. ditS.hFE https:// www.floridabuilding.org/pr/pr-apPist-asPx 7/20/2015 W Florida Building Code Online Page 1 of 2 Professional RegulationBusiness eeis Hmm I loe to I user PAeeasuoe I tw r•pia I SOMM &WdWMe I Sass a F&CM I wencauM I FK Shin I GM sim Kip ( urds ( eeirth I Qf 16cNUS ne Pr* 51 ' 1 Product ApprovalOUSEILPubkUser Regulation:. a emmoous> „paw, oawu; Fl.# F115216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments ArdhNed Product Manufacturer InterWrap, Inc. Address,IPhone/Emall 32923 Mission Way Mission, NON -US 00000 SSI) 574-2939 mtupas®Intewap.com Authorized Signature Eduardo Lozano elozano@lnterwrap.com Technical Representative Eduardo Lozano Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano®interwrap.cem Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florlda'Professlonal Engineer I Evaluation Report - Hardeopy 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 11117/201S Validated By John W. Knezevich, PE Si Validation Checklist - Hardeopy Received Certificate of Independence FlUS216 R2 hb1.261S Di tmt Nleminen.odf Referenced Standard and Year (of Standard) Equlvalenee of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1S07.8.3 1S07.9.3 1507.9.5 T1S07.8 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgv3yWKJZ1Q... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option 8 Date Submitted 04/28/2015 Date validated 04/29/2015 Date Pending FBC Approval 0S/04R01S Date Approved 06/23/2015 FL S model, Number or Name I Oescrlptton I 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Umits of Use - - Installation Instructions Approved for use In HVHZ: No "' S216 R? 11 20L 04 FLNP ER WRAP RHMORAOF FLe521fi- Approved for use outside HVHL• Yes 2,nd Impact Resistant: WA Verified By: Robert Nleminen PE 59166 Design Pressure: WA Created by Independent Third Party: Yes Other. See ER Section 5 for Umlts of Use. 1 EYaluation Reports Created by Independent Third Party: Yes Ea. g Ye :: •`"A'We aloe a T•pahasua R, 32M None 8%-492.1824 The State of Ror10a IS an A44®0 amPtaMr•. .. .. . " ... - . - Refund Q-'MM(ft Under 191W law, Elan addresses am publk retmft y you do not want yore e•ann addrm released In rayoI" to a putlk-reonds repeat, do rtO wIddoornkmantoOtIsentitybahtad, contact etn omoa by peen, or W traauorw mak It you have any pueewns plem contact e50.4e7.1395. 'Fuaisat toSection459.2rX,), n rlda Statute, eRedlva October 1, 2012. Sobvats kerded under Chapter 4SS, F.S. a•mt prarWe the t?eparement vnm an eaiw boom ItMayhaveono. The ,rrolla Wovtood any W 404 /or QftW pgter&9*00 a men the Rcer"e. ebvlaver aurae eddo b are 01AM record. V you do na"Wish to au o persortel address Oiler., proved, Ote'O,o0 , i witl 4aIon6y" AWhkn an belea"'Arralable M VINVAgle To dam I n U you are at', under Chg FS . picas, dldc (feR. Product Approval Aocapb: Credit r':,rd SAFE h4s:// www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Q1 WNITYIERD 0 EXTERIOR RESEARCH & DESIGN, I.I.C. Certi/lcate of Authorization #9503 353 CHRISTIAN STREET, UNiT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FLiS2164R2 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'revitwed 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 St" Edition (2014) Florida Building Code sections -noted herein. DExaPnow Rh(noRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality ASsOrance 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. Ai vERTiSEMENT: 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. INSPEcnON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages i through 3. Prepared by: Robert 1.M. Nleminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 That I U NW &pparbn{ wn wthabod by Nobert kMmtem` PE at04M/2D1S: Thbdon not eawmendeanednlh 1V*d doamwt. sued, eWed hudenOn hew been t.mtmttted b the Pwdtsx Appraal AdmMan W ad to On nemd dent C MIFICATON Of INDOWMENCE: 1. Trinity(ERD 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) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nleminen, P.E. does not have not 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. rTR.INITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof 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 1507.23, IW7S3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.g3, IW7.93,1507.9.5 on Heating 1507.2.3,1507.53,1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference P3tS ITS (T5T1509) Physical Properties 100539395COQ-006 100539395COQ-002 10/27/2011 10/27/2011 ITS (TST1509) ITS (TST1509) Physical Properties Physical Properties 1005393950DQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM 0226, Type 1 or Type II felt or D4869 Type II felt. RhlnoRoof Underlayment is available in 42-inch wide rolls, and can be produced in.yarious other sixes. S. WrTATioNs: 5.1 This is a building code evaluation. Neither TrinityJERD 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. 5.2 5.3 5.4 5.5 This Evaluation Report is not for use in the HVHZ. 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 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. Ail...,.f P.,..erc applied aten RhinoRoof Underlavments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes a Shhqkc Slate or Simulated Slate Shingles - RhinoRoof U20 , Yes No No Yes Yes No _ 5.6 Exposure Limitations: 5.6.1 RhinoRoof Undedayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.2 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 1 or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLG Evaluation Report MOSiO-02M-R2 Cerd icofe of Authorization 09503 FL1S216-R2 Revision 2: 04/n/201S Page 2 of 3 QOTRINIWIERD 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. A lld b-: 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 shag be minimum 14nch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single imMditof S pe i 442: 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 configuratlons and/or the use of sealanttunder 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 0todf5~ooe C4,12• 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 double4ayer 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. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANcE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVAIJJATION REPORT - Exterior Research and Design, LLG Evaluation Report 140510AL12-I12 CuVjkote 0jAVdW1Z4tl0n d9503 F1152164d Revision 2: 04/27/201S Page 3 of 3 QOTRINITY-IERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, Cr 06478 PHONE: (203) 262-9245 FAX: Q03) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140S10.02.12-R2 32923 Mission Way • FL1S216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 5"b Edition (2014) Florida Building Code sections noted herein. DEscatanoN: RhinoRoof Underlayments LABEUNG: 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: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The i a1mb seal apoearkt was evowli ed by Robes N ffdmN PE o004MtJoiS. •Thh does not earva as an ekeuontc* t t-d doarmem. Sltned, aaeled hardai0a have been tram ftW oo Ow Product Approval AdmbtAm r and to the named vtem COMMAnan OF INOEPEplMCE: 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 5. 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. Q0IRINIIY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Coegory: Underlayment Compliance Statement: RhlnoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of -following sections of the Rorlda 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 i507.23,15075.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1S0733,1507.9S on Heating 1507.23,1507S3,1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference, Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 iTS (MrIS09) Physical Properties 100539395COQ-002 10/27/2011 ITS (rST1509) Physical Properties WM3939500Q-0O6 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/i7/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a-multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM D226, Type 1 or Type 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. L1MRA71oNs: S.1 This Is a building code evaluation. Neither Trinity IERO 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. 5.2 This Evaluation Report is not for use in the HVH2. S.3 Rre 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 PBC approval documents. H 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.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: ROOF CovER OPnoNs Asphalt The Foam -On TBe Metal Wood Shakes . Slate or Shingles 8_ Shhlgtes ... Simulated Slate RhlnoRoOf U20 Yes No j No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section S 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 it or 04869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, ULC. Evaluation Report 140S1o.02.12at2 Cert*ox OJAuthorlmtion #9503 FLIS216at2 Revision 2: 04/27f201S Page 2 of 3 QOTRINITYIERD 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. 6g 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 14nch 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 Geio>n arnin Rd SIdtle> 4112: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 44nches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure:S 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'< Roof Slone <4:12 End (vertical) laps shall be minimum 124nches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-31nch 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. BUIL0INa PEBMrT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PUMTS: Contact the manufacturer or the named QA entity for Information on plants covered under Rule 61G20-3 QA requirements. 9. QUAUTY ASSURANCE ENTITY: Intertek Testing Services NA Inc-ETL/Wamock Hersey—QUA1673; (604) 520-3321 ENO Of EVALUATION REPORT - Exterior Research end Design, U.C. Evaluation Repoli 140510.02.12-R2 FL15216-R2 Cera%icote of Authorization #9503 Revision 2: 04/27/2015 Page 3 of 3 41 1t 0211112015 13:41 UD P.0021004 iIMIAW-DADECOUNTY PRODUCT CONTROL SECPION DEPARTMENT OF RSQULATORV AND 11CONOMIC RBSOURCSS a=) 11105 SW 26 sneer, boom 208 BOARD AND CODE ADMINISTRATION DIvlmor4 Mind, Florida 33175.2474 NOTICE OF ACCEPTANCE (NOAi T (7116)311-2190 P (716) 311.2199 Southeastern Metals Manufactnring Company, Inc. 11801 Industry Drive Jacllcsoavllle, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentationsubmittedhasbeenreviewedandacceptedbyMiami -Dade County RER -product Control Section to be usedinMiamiDadeCountyandotherareaswhereAllowedbytheAuthorityHavingJurisdiction (AH4 This NOA slide not be valid after the expiration date stated below. The Miami -Dade County product Control Section InMiamiDadeCounty) atd/or the AHJ (in ands other than Miami Dade County) reserve the right to have this productormaterialtestedforqualityassurancepurposes. If this product or material falls to perform In the accepted manner, the manutiieturer will incur the ewe Of such testing and the AM] may immediately revoke, modify, or suspendtheuseofsuchproductormaterialwithinchairjurisdiction. RER reserves the right to m%cke this acceptance, ifitisdeterminedbyMiami -Dade County product Control Section that this product or material fails to meet* the requirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the Florida Building Code includingtheHighVelocityHurricaneZoneoftheFloridaBuildingCode. DESCRUMON: 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 intheapplicablebuildingcodenegativelyaffectingtheperformanceofthisproduct. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, forsales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then It shall be done initsentirety. 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 1 through 3. The submitted documentation was reviewed by Juan E. Callao, R.A. NOA No.: 13-0114.08 Expiration Date: 04/IS/19 Approval Data: 01A3/14 Page 1 of 3 02/1112015 13:42 M P.0031004 0 ROOFING ASSEMBLY APPROVAL Category: Roofing Bub -Category: Ventllatlon Material: Steel Mhalmom Slope: 2.12 TRADz NAMES OF PRODUCTS MANUFACTURED OR LABBI.RD BY APPLICANT: Manufaotur+ed by '!rest Product Aon Dimeadons Soaci_ A_ cations DaerhQm0S Weather Vent Vent: 4- K" x 19" x 46' TAS 100 Galvanized metal roof vent Dock Flame: 24" x 521, _ Thickness: 0.0217 inch.-- • _._. MAMJFACTLIMG LOCATION 1. Jacksonville, FL RVMENCE SUBMITTED Tat AmcY Teat IdaetiL Tilt Nam*Me-=" Date M Asphalt Technologies, Inc. TAS 100 SFM-00M-01 08/14/03 ICC-PS AC132 SEM-027.02-01 01/07/14 AMOVZD APPLICATIONS: Deck Type: wood Deck Deteriptioa: ' r/n" or greater plywood T wood plank - - - - - - - - - - - - -- - System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3 K" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the fear 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 1-V4" 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 nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: "square inches. NOA No.: 134814.08 Expiration Date: 04/15/10 Approval Date: 0143/14 Pegs 2 of 3 5 021111201S 13:43 Eipi7 P.004/004 LIMITATIONS: 1. Refer to applicable building code for required ventilation. Z. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. S. 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 identifiable marking of the manufactumes name or logo, city. stage, and following statement: "Miami -Dade County Product Control Approved" or &a Miami -Dade County Product Control Seal as shown below: DRAWINGS ROOF FLANGE NAIL PLACEMEM END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: M115/19 Approval Date: 01/23/14 Page 3 of 3 Florida Building Code OnlineUSSi , -- 1-i .--r fir• Page 1 of 3 User ftda p pl a "as rm m 1-9 a 1 user Rey sbatlan I Hot To— I suonuc Smw 9e Z••a = .w - ....fats I ref e I ecrs She cap I units I® Bus'nes . usea: roessi al product Approval p .. . a,esc Regulation Aealiotbn ust > Appllwtlon OetaO FL t F12197-RS Application Type Revision Code Version 2014 Application Status Approved Approved by OSPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mli.com Authorized Signature David Wert david.e.wert@mli.com Technical Representative David Wert pddress/Phone/Emall 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017S746 314) 851-7480 dwert0mil.com Quality Assurance Representative David Wert Address/Phone/Ernail 14S1S North Outer Forty Suite 300 Chesterfield, MO 63017 314) 651-7480 dwert@mll.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12131/201S Validated By ICC Evaluation Service, LLC. Certificate of Independence .F bi97 RS [01 Certificate of tndo endence for Evaluation•odf Referenced Standard and Year ( of Standard) Standard. ya ANSI/TPI 1 2007 Equivalence of Product Standards Certified By sections from the Code h4s://www.floridabuilding.org/ pr/pr app_dtl.aspx?param=wGEVXQwtDgvr'i'Ex%2bbkf... 7/20/2015 Florida Building Code Online Page 3 of 3 CrcSAFE https://www.floridabuilding.orglpr/pr app_4ti.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 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. ICC-ES Evaluation Report LbK-1 si '11 Reissued June 2015 This report is subject to renewal June 2017. vwvw.icc-es.orsl ( (800) 423-6587 ( (562) 699-0543 A Subsidiary of the Intemational Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop4Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 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, M1120, M-20 HS, MII 20 HS, AND MT20HS- co EVALUATION SCOPE Compliance with the following codes, 2012. 2009. 2006 international Building Codee (IBC) is- 2012. 2009. 20061ntemational Residential Coda® (IRC) A.2013 Abu Dhabi Intemational Building Code (ADIBC)1 tThe 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 MiTekm M-16 and MI116: Model M-16 and Model Mil 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 10.0005 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 forth, 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 Mil 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, Glade 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 0.334nch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HS"t: Models M-20 HS, Mil 20 HS, and MT20HST0 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 10.0005 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-14nch (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 0254nch-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, CC -ES Evaluation Reports am not to be construed of "presenting aesthetic or ony other attributes not specgicatry aatyrmea. nor are mey .vac .q.,..... as on endorsement ojthe subject af the report or a recommendiation jcir la use. 7Vre is to ,varroary by ICC Evaluation Service. UC. express or Implied m to anyfinding or other matter In this report, or os to any product covered by the report Copyright 0 2015 M `® sago " Page i ofs ESR-1311 1 Most Widely ACcepfid and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib1in21PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND WIN 16 Douglas fir -larch 0.5. 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fa 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 0.43 185 146 129 145 Spruce -pine -fir 0.42 197• 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mill 20 HS and MT20HS Douglas fir -larch 0.5 165 146 . 135 143 Hem-flr 6.43 139 . , 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southem pine 0.55 187 143' 138 150 . For SI: 1lbfutz = 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 ZAA = 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' 3Ati trussteiplaare pmessed.into Ore 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 MII 20 M-20 HS, MII 20HS.AND MT20HS Efficiency Poundslinch/Pair of Connector Plates Efficiency Pounds/inch/Pair of Connector Plates Efficiency Poundsllnch/Pak 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 0.60 1880 0.59 1505 Tension @ 900 0.36 1013 0.47 820 0.48 1219 Tension Values in googrdanoa w lh TPI-1 with a Oeiriation (see Section 5.4.9 (e)) fiAaximum• Nel Section Occurs over the Joirilz . Tension Q 00 0.68 1945 0.62 1 OSil 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 @ 300 0.61 1173 0.63 738 0.61 1085 Shear @ W 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 0.40 544 0.3 537 For SI: 1 Ibfinch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: Minimum Net Section -A One through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a One of holes. 2Ma> dmum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 1 Most Widely Accepted and Trusted _ Page 5 of 5 32e4n 64MM 127mm 93mm L a:oa aoa o00 ao0 goo goo 00Goo 00 J 4. 1000 Goo goo goo goo 000 f goo Goo 00o WIDTH M- 20 HSI MII 20 HSI MT20HS FIGURE t—APPROXIMATE DIMENSIONS OF MM CONNECTOR PLATES (In inches) (Continued) 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) 699-0643 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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MTTek®TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, MII 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 MTTek® Truss Connector Plates M-16, MII 16, M-20, Mil20. M-20 HS, Mll 20 HS, and MT20HSTM, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: IN 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeeTruss Connector Plates M-16, Mil 16. M-20, MII 20. M-20 HS, MII 20 HS, and MT20HS1°, 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.akl•2010 Fbride Bulkft Code—Residentlal, provided the design and installation are in accordance with the International'$uifding Code°•(IBC).provisions noted iri the -master report - Use of the MTek® Truss Connector Plates M-16, Mil 16. M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTM has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holdefs quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is theresponsibilityofanapprovedvalidationentity (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.E S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor an they to be construed as an endorsement of the subject of the report or a recoantiemlation jar Its use, Acre is rto warranty by JCC Evaluation service. UC express or looled, as to day funding or other trotter in this repom or at to atW product covered by the report Copy„ghtO 201 5 Page 1 of 1 ICC-ES Evaluation Report E5K-1 s1 -i Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora i (800) 423-6587 ( (562) 699-0543 A Subsidiary of the International c:oae c:ouncrr- 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.mii.com. EVALUATION SUBJECT: MiTe0 TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS11 1.0 EVALUATION SCOPE Compliance with the following codes: P. 2012, 2009. 2006 International Building Code° (IBC) 1!. 2012, 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIB0 The A018C is based on the 200918C. 2009 IBC code sections referenced in tws report are the same sections in the ADIM Property evaluated: Structural 2.0 USES MiTekm metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTek®M-16 and M1116: 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 coating 10.0005 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 14nch (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 MiTeko M-20 and Mil 20: Model M-20 and Model MII 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 Q.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 (Q.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 MT20HSTO: Models M-20 HS, Mil 20 HS, and MT20HS114 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 ooating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/44nch-by-14nch (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 (32 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 0.334nch4ong (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, 1CC-ES Evoluatlon Reports are nor to be construed as representing ourherics or any other attributes not specifically Oddiesred, nor are they to be construedasanendorsencntojrhesubjectoJthereportororecommeadarlonforitsuse. There is no uvrrmo, by 1CC Evaluation Service, l.LC, erpress or Implied, or .. to anyfinding or other matter in this report, or os to any product covered by the report a' m Page 1 of 6 Copyright 0 2015 ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in=/PLATE) LUMBER SPECIES SG AA EA _ AE EE M-16 AND Mil 16 _ Douglas it -larch Hem -fir 0.5 - 0.43 _ 176. _ 119 121 64 137 102 126 98 Spruce -pine -fir Southem pine 0.42 _ 0.55 _ 127 174 82 126 75 147 107 122 M-20 and MII 20 Douglas fir -larch 0.5 220 _ 195 148 180 190 Hem -fir 0.43 185 129. 145 Spruce -pine -fir Southern pine. 6.42 0.55 197 144 249 190 143 164 _ 137 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir4arch Hem -fir 0.5 0.43 165 139 146 111 135 97 143 109 Spruce-pine-5r Southern pine 0.42 0.65 148 187 108 143 107 138 103 150 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 bad, wood grain parallel to load AE = Plate parallel to load, wood.grdin.perpendicuar to load EE = Plate perpendioular to load. wood.grain perpendicular to load. 3Ati truss plateA are pressed into the -wood for the full depth of their teeth by hydraulic platen embedment presses, multiple roller presses thatusepartialembedmentfollowedbylull -embedment rollers, or combinations of partial embedment roller Presses'and hydraulic platen Presses that feed tenses Into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY M-16 AND MII 16 M-20 AND Mil 20 W20 HS, MII 20HS AND UT20HS Efficiency Poundslinch/Palr Efficiency Pounds/ineWair Efftcency PoundsnnchlPairFORCE DIRECTION of Connector I of Connector of Connector pies Plates . Plates Tension Values in Accordance with Section 5.4.42 of TPI-1 (Minimum Net Section over the Joirit)' Tension @ 00 0.70 2012 0.50 880 0.59 1 Tension_@ W 0.36 1013 0.47 820 ' OAS 191219 Tension Values in Accordance moth TPIA with a Deviation [see Section 5.4.9 (e)] Ma)dmUM Net Sectton Occurs over the Jobe Tension @ 0° 0.68 1945 0.62 1091 0.67 1716 ' Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear Values _ Shear @ 0' 0.54 1041 0AR _ 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 9.55 1055 0.55 _ 645 0.45 _ 792 Shear @ 12(P 0.48 ...... 914 0.42 490 0.34 608 _ hear ® 1500 0.35 672 0.46 544 0.3 537 . For SI: 1 Iblinch - 0.175 N/mm. 1 inch = 75.4 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 One passes through a line of holes. 2Maximuni Net Section - A line through the plate's tooth pattern wdh the maximum amount of steel for a specified orientation. For time plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted _ Page 5 of 5 0.125* . 0 2W 0.800" 0.31W 3.2mm 64mm 12.7mm 93m- fl H. loan hog' 000 Q0o 0,06 oho o kz--tuoo 00o 000 ioir 000000o00 1000 0a0 0GG A ooa aoLO L, —a WON M-20 HSI MI120 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report E5K-1311 1-01, OUPP11errrrrrrt Reissued June 2015 This report is subject to renewal June 2017. www3cc-es.om ((800).423-6587 (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 4314) 4344200 www.mii-com EVALUATION SUBJECT: MiTel&TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20. M-20 HS, MII 20 HS, AND MT20HS"" 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Wee Truss Connector Plates M-16. Mil 16. M-20, MII20. M-20 HS, Mil 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 Mi feeTruss Connector Plates M-16, MII 16, M-20, M1120. M-20 HS, Mil 20 HS, and MT20HS", described in Sections 2.0 through 1.0 of the master evaluation report ESR-1311.-comply with the 2014 and 2010 Florida Building Code —Buildingand :the'2014 and 2tf10,Ffo ida 8upding• Code=-RezMentral, provided the design and installation are in accordance with the Intemailonal Building. Coda .{IBC) provisions acted' -in the master report. Use of the MTek®Truss Connector Plates M-16. MII 16, M-20, Mil 20. M-20 HS, Mil 20 HS, and MT20HSIm has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For pao¢ucts%falling-under Abrida Rule SN-% verificatioi thai,tho. teport.hot dees quality assurance program is audited bya; quat'rfy..as*'41* ice;:eA%,, approved. by the• Florida Building Commission for the -type of inspections being conducted is. ffie respr661lity, of;an:aipproyed validation entity (or the code. official when the report'.holder does not possess on approval by the Commission): This supplement expires concurrently with the master report, reissued in June 2015. 1CC.ES 6oluotion Reports art rot to be construed as represenuag aesthetics or any Other ouributes nor speciflcally addressed. nor are they to be construedasanendorsementofthesubjectafthereportorarecommendationforlause. Mfe !r no warranty by 1GC r i a uauon Service, LLC. espress or 1810e4 os to airy finding or other mailer in this roporr, or as to any product covered by the report Page 1 or 1 Copyright 0 2016 ICC-ES Evaluation Report t5K-1411 Reissued June 2015 This report is subject to renewal June 2017. wwwJcc-es.oM 1 (800) 423-6587 I (562) 699-0643 A Subsidiary of the International c:oae L;ouncu 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: MiTekm TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mill 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: in 2012. 2009, 2006 International Building Code® (IBC) 2012. 2009. 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC Is based on the 2009 IBC. 200918C code sections referenced in this report are the same sections in the ADISC. 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 10.0005 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 forth, 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 4.6 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25A mm) width increments, up to 12 inches (305 mm). and lengthwise in 1'/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 (0A13 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 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details.. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HSTM: Models M-20 HS. Mil 20 HS, and MT20HST1 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 bm- 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 outof 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 0.334nch4ong (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-a Evaluation Reports arc not to be construed as representing aesthetics or any other attributes not spec/ficatiy addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendatlon for Its use. There is no warranty by ICC Evaluation Service, ILC express or impf. as to arty finding or other matter in this report, or at to any product covered by the report + Page 1 of 5 Copyright 0 2015 ESR43.11. 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/16=1PLATE) re LUMBER SPECIES SG AA M-16 AND MII'16 Douglas fir-laro_h 0.5 176 121 137 126 98 Hem fir 0.43 119 64 102 107 Spruce -pine -fir 0,42 . 127 82 75 122 Southern pine 0.55 174... _ 126 14T M-20 and MII 20 Douglas fir -larch 0.5 220 195 180 196 145 Hem -fir _ 0.43 _ 185 _ 148 129 _ 137 Spruce -pine -fir 0.42 197 144 143 _ Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS " Douglas fir arch 0.5 165 146 135 143 Hem-flr 0.43 139 111 97 10 Spruce -pine -fir 0.42 _ 148 108_ _ 1 103 Southem pine 0.55 187 143 138 150 For SI: 1lblire = 6.9 kPa. NOTES: pp y 9Toothholdingunits = psi for a single plate (double for plates on both faces when a I in 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 perperidiw(ar to load, wood grain perpendicular to loadAlltrussplatesarepressedIntothewoodforthefulldepthoftheirteeth by hydrautic-platen embedment presses, multiple roller presses thatusepartialembedmentidlowedbyfull -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 Efficiency PoundsfinchtPair of Connector Plates M-20 AND M1120 _ Efficiency I Poundsfinchfpair of Connector Plates M-20 HS, Mil 20HS AND MT20HS Efficiency Poundsfinch/Pair of Connector Plates Tension @ 00 Tension 90° Tension Values in Accordance with Section 5AA2 of TPI-1_(Minimum Net Section over the Joint)' 0.70 2012 0.50 880 _ 0.59 0.39 1613 0.47 820 0.48 Tension Values in Accordance with TPI-1 with a Devlation tsee Section 5.4.9 (e)) Maximum Net Section Occurs over the Jdn>:. 1505 1219 Tension @ 01 Tension @ W 0.68 0.30 1945 849 0.62 1091_ OAS 841 0.67 0.52 1716 1321 Shear Values 0.54 0.61 0.73 0.55 0.48 0.35 1041 1173 1402 1055 914 672 0.49 0.63 0.79. _. 0.55 0.42 0.46 574 738 936 645 490 544 0.43 0.61 0.67 0.45 0•34 0.3 761 1085 1164 792 608 537 Shear @ 0°_ Shear@ 30r Shear 640 Shear @ 90° Shear @ 1201 Shear @ 150° For St: 1 Iblinch = 0.175 N1mm, 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. MMaxmmum 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 5 of 6 0.12W 0.2W O-AW 0 365 3.2mm 4.4mm 127mn 93mm goo A 600 aoo -aaa oaa 00goo 00 J r oaa aoo oaa aoo oaa oaa aoo oaa oaa OTH M- 20 HS, MII 20 HS, MT20HS FIGURE 1 APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) CbK-1a i ro% ICC-ES Evaluation Report , Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orla 1 (800) 423-6587 ( (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. 14515 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, Mill 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 MiTete Truss Connector Plates M-16, Mil 16. M-20, MII20, M-20 HS, Mil 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: D 2014 and 2010 Florida Building Code —Building 2 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTekeTruss Connector Plates M-16, Mil 16. M-20. MII 20, M-20 HS, Mil 20 HS, and MT20HS"!, described in Sections 2.0'.through 7:0 of tfie mBSter@valuation.reporl;ESR=131.1;:9omply with the 2014 and 2010 Floridfa:Bpilding Code —Buildingandthe2014arid:2010 FAarida Building, Code-ReslderrHal, provided the design and installation are in accordance with the Intemationel-BUllding Code, (16C). PMvislons noted in the. master report: Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20. MII 20, M-20 HS, Mil 20 HS, and MT20HSTM has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For•productsUi ng under Florida. Rufe•9N-3, verification that the report holdees quality assurance program h aud'ibed by a quality.at;surarioe. erthty.tipproved by.lhe Florida BuMng. Commission for the type of inspections being conducted is theresponsibifdyof; an, approved validation entity (or the .code. official when the report holder.does not possess an, approval. by the CorrirAsioitj.. This supplement expires concurrently with the master report, reissued in June 2015. ICC-a Gvaluation Reporu am not to be construed os representing oestheda or any other ottribut t spec ally addressed, nor are they r be construed as on endorsement of the subject of thv report or a recommendai`anj by no'farron b ICC Fvoluotion service.11C aP s do = to anyfi ding or other natter In dds report or as to arty product Y Page 1 of 1 Copyright 0 2015 IMES Evaluation Report Reissued June 2015 This report is subject to renewal June 2017. Www.icc-es.om (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. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 www.mii.com EVALUATION SUBJECT: MITeko TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 20061ntemational Building Code® (IBC) 1 2012. 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)1 The ADIBC is based on the 2009 IBC. 2009 IBC code sections rerereneed in this tepoit are the some 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° M46 and MII 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 coating 10.0005 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 (4A 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 111444nch (31.7 mm) multiples, See Figure 1 of this report for details. 3.2 MiTek° M-20 and M1120: Model M-20 and Model MII 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 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek° M-20 HS, Mil 20 HS, and MT20HSTM: Models M-20 HS, MII 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 0.254nch-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 0.33-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, CC -ES Evaluation It"ns am not to be conterued as representing aesthetics or any other attributer not specy cally addreme4 nor are they to be ConstruedororecommendationforItsuseThereIsnowarrantybyICCEvaluationStrike, !1 C. e>pws or Inspired of .1 as an endorse- ojthe subJeel of the npors to anyfinding or other matter In this report or at to any produce covered by the report Papa 1 of 6 Copyrightm 2015 ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE i—ALLOWABLE LATERAL RESISTANCE VALUES. HyDRAUUC-PLATEN EMB DMENV (IbIWIPLATE) SG AA EA _ AE _ EE LUMBER SPECIES M-16 AND MII 16 Doug0.5 Douglasfir -larch 176 121 137 126 98 w 0.43 119 64 102 ern - fir ruse- pirie-fir 0.42 0. 55 127 174_ 82 126.. 75 147 107 122 vthem pine i -20 and MII 20 . urglas fir -larch 0.5 0 195 185 180 129 190 145 dv_ _ 0.43 148 144 143 137 ruce- pine-fir 0.42 _ 197 190 184 200 xdhem pine 0.55 249 M- 20 HS, Mil 20 HS and MT20HS ouglas fa arch 0.6 165 146 135 97 143-- 109 em- fir OA3 139 111 108 107 103 piuce- Pine-fir 0.42 148 143 138 150 e... J.. 0.55 187 _ For' Sl: lib/ire = 6.9 kPa. NOTES: Toothholdingunits = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve Values, Plates must be installed on opposite sides of Joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE a Plate Perpendicular 10 toad, Wood grain.perpendicular to load 3All01s5plateser!e•.pressed into the wood for the full depth of their teeth by hydiaulio platen embedment presses. multiple roller presses that usepaRial•embedment {bIlowed'by'h&-embedment rollers, or.Combinations of par0al embedment Mllei Pfesses and'tiydraWc-platen presses that feed trusses •into a stationary finish roller press. rear E 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For SI: 1 Winch = 0.175 Nlmm, linch = ZOA mm. NOTES: MinimumNet Section - A fine 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. 2Maximurh Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation For these plates, this tine passes through a section of the plate with no holes. Page 6 of 6 ESR-1311 I _Most Widely Accepted and Trusted a 12V .0.2W &SW 32rmm bAmm 127MM aga oga o00 ago ago 0Oo 000 O0o 000 oga oga OOo 1000 Ono 000 1--lago ooa 000 OTH I 0 9eS 93mm M=20 HS, MII 20 HS, MT20HS FIGURE 1_APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) IMES Evaluation Report ESR-1311 F13C supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 vtrww.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, M1120 HS, AND MT20HST11 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, MII20. M-20 HS, Mil 20 HS, and MT20HSim. recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: i 2014 and 2010 Florida Building Code —Building i 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTekeTruss 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 20141kad•2010 Florida Bu11d6g'Cods—Residential; provided the design and installation are in accordance with the International BuilM9 Code (IBC) provisions noted in the. master report. Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20, MI120. M-20 HS, MII 20 HS, and MT20HS1e 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 aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (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. 1CC-ES Evaluation Report: am not to be comrnad at reprerenring aesthetics or any other artrlbuta not spmyscafly addressed, nor are they to be contrmdasonemlonentent4fthesu4tetofthereportoraremmmetdatlonforItsuse. There is no +rormnly by ICC Evaluation Service, U C e*nets or Implied at to any finding or other matter in this report or os to arty product covered by the report Copyeight ® 2015 t,.' _ mom— _ Page ;" Of 1 Florida Building Code Online `:( 1 e ( Page 1 of 2 Regulation r r M D4'm ..er.r Busmen",'r'YA,''`///mu'*USER: ProfessiVl I CIS Homy I tap In I User Repklratlon Product Approval PuWIcUS& i Not TOPICS Subrnit SurchaMe I Sti s & FeR9 Publkao m F&C Starr BCIS site Map LInXS Seur» Regulation eroduct.eRRami >pinxiLgil prAnpuradenSeanch> AgobaKing > AppllollOfl oaad. FL g FL14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Emall 4710 28th Street N St. Petersburg, FL 33714 727) 458-0544 benmeng8@yahoo.com Authorized Signature Xlanbin Meng benmeng8®yahoo.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pi 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 01761-88 2000 Florida Ucensed Professional Engineer or Architect f"4239 R3 Eouly EaWir.odf https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Suieinsrli of Products Method 1 Option D 04/23/201S 04/30/2015 05/06/2015 06/23/2015 FIL ae< 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 HVHZ: Yes Approved for use outside HVHi: Yes FL14239 R3 It Dwa.odf Verified By: Frank L Sennardo, P.E. 0046S49 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the R i4239 h 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. 0 ®. fact us ;: — -. Me,.e. SUM TaaNussee FL ]i99 Pow, ESS,4R7.1e24 The State of Florida b an AAMW ernpbyer. C, ` 2L07.2otf 4e1a of Florida.:: Aftlift Statefftent E :: Refund Stunt Under Florida law. emall addresses We pudic recft ff you do not want yore rmall address rekssed In resporm to a public -records reavest. do not scuddbRrarbtrialitottrberdaytnpAmd. muse the dika iti ovine weir tradaafnai rtalk if vow have am 4uestans, please a uo-A a.4a7.1395.'Rrrtaont toSeQbn4SS.ifStfl. flsef0a SbhMa. elraQtr! Od700er ]: 201, eoriwbes Modesad carder tlaptd 43S, FS. mat provide the Geplin"ot with an emu a4drass It fr have ebe. Tse ecolell Prplded.", be UM far~ mmmwd0Umi with die haerttee. ""waver ~,addresses are pubst raeou. U Yob do coat wish to supply a P&G" bddrem Pam provide Ore Gepwar"d weld an edulladdress whkfi an be redo available to Ura pubic To dete mine if you area licensee under C1! *W 4SS. P.S. Please dkk hap_ Product Approval Accepts: WIRE Crc its(-.AFE https:// www.floridabuilding.orglprIpr_app_dal.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 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 G I MECHANICAL UNIT. MECHANICAL UNIT MUST BE W I SQUARE OR RECTANGIRAR, s N NO IRREGULAR SHAPES i7 M TM. l J MOST STRUCTURE DESIGN' / ,,,"• YYY FTY OTHERS. SEE DES) SCHEDULES FOR ALLOWABLE SUBSTRATES _ 75LO MIN: WEIGHT. MECHANICAL UNIT PER SEPARATE CERI IFICATON. TYP. TCENTER OF SEE DESIGN 1 SCHEDULE FOR GRAVITY MAXIMUM SURFACE AREA AND DESIGN PRESSURE. TYP. STEEL TIt40OWN CLIPS. SEE DETAIL In \ 213 1,2 FOR CLIP INFORMATION. 3 TYP. I . 3• MAX I-../ M. J k MAX X MECHANICAL UNIT " .0 1 TIE -DOWN ISOMETRIC I —OF CLIPANO ft"WROF CUPS 1 I• )•q• ISOMETRIC PER CbRNER WILL.VMr MR CONNECTLON TYPES CI•ON ON SNC1T 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE __ __ _ Ya" HEIGHT, K FOR _ GIVEN MEOIAMICAL U R MEAT CONFORMS 70THE DIMENSION ERESTRiCHOMS DETERMINETo DESIGN QT MQEW. SEE SHEETS S FOR DESIGIS SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH Me FOLLOWING CRITERIA. WL.IM MPM. EXPOSURE'C Ar TALL. Ar DEEP 1 Ar WIDE. HOD IS (WEIGHT AS VERUTED BY OTHlRS) IMSTALLED TO 3000 PSI MIM CORCREN WITH M'2• CLIP AT EACH CORNEA OF UNITTOTAL OF N) CUPS) r)T1J1..c6dyNLc: ROLI:OURR SM RESULT I DETERMINE THE CONNECTOn HYPE lASLD ON 7M! ON SIR- ON 7 THIS INSTALLATION IS INTENHMO H>IR A vRAl.l70 MPH, t1005UR!'C. THISDESIGN 2 OETlRMME WHICH DKICdI SCNlDUIE TABLE TO USE CRIIFRIA CORRESPONDS TO TABLE S DEIEIIPIIM! LARGEST fALR AREA or ME0IAMICK UNIT 10 Be INSTALLED 7N19AUNT HEIGHT OF All S EQUAL 70 THE MAXIMUM ALLOWABLE HEIGHT OF Ar. OWL. THU PRODUCT APPROVAL ALLOWS THE WHIT TO BE INSTAIIlD ON TOI A CHECK MAXIMUM UNIT HEIGHT RESTRICTION OfANA/C STAND TWAT IS A NAXENUN SO- TALL IPAN A/C STAND 6 UTLFEM CNEM TO SEE THAT THE STAND DOES NOT EXCEED 10•W HEIGHT M EA M ALLOR Aftil WIDTH OF qmx Man MUM w THIS UNIT MAY BE INSTALLED AT ROOT HEIGHTS LESS THAN OR EQUAL TO IS R. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON MOW-TDP NEIGHS GREATER B DETERMINE THE ALLOWABLE ROOF -TOP MRfRHT oP TM lrZTALLATION THAN SOFT AND LESS TIHM 300 FT. SEE 0 OH TAR! S FONT THE NUMERICAL VALUES OF ITHS OWQI lXAMR.E DESIGN NOTES: THIS PRODUCT RAS BEEN OESIGNED M ACCORDANCE WITH ASCE 7.10 AND THE BIIRDIMG CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURMCM INDICATED IN THE ACCOMPANYING DEIGN SCEWLES. THE DEIGN CRI1ERlA L CAlL1N1A1! 71R ALLp1110tt t0RR00110PMflQMS (N) t0 f00R NSAW29N.Sf OTOR ROSORFT•T10SEC. NEIGMTS1 SECTION 29.4.1 FOR MIALMflONS AT 4RADL %C U-030 "IN Ill! M 1ME HEIGHTS LISTED IN NNE DESIGN SCHEDULES REF7&bMl Inc .0 111E BUILDU/G. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO MAXIMUM 3r-TALL AIC STAND (CERTIFICATION ITT OTHERS) ON TOP C LISTED IN THE DESIGN SCMEDULM GENERAL NOTES: I. THIS PRODUCT HAS BEEN DESIGNED AND SMALL BE FAFIRICATED IN ACCORDANCE WITH iME REQIIREMENIS OF THE R.ORtOA su1LDOlG CEDE \ ASC! 7•t0. 1M15 PRODUCT MAr BE USED WITHIN AND OUTSIDE THE HIGH VFLOQTU HURRICANE I 2. NO 33•V3% INCREASE IN ALLOWAKE STRESS HAS BEEN USED IN TIE DESIGN OF THIS SYSTEM. S DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS Pttt D +I BT TESTING EVALUATION IABORATORIE3, INC.. ND AIBSTIT9FK WMEEEN APPROVAL BY THIS E amm SMALL BE PERMUTED. A. MAXIMUM \ MIHIHLIM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED IICREIN. ALL MECHANICAL SPECIFICATIONS ICLEAR SPACE TONNAGE ETC) SHALL BE AS PER NANUFACTU RER RECOMMENDATIONS AND ARE ME EXPRESS RESPONSItIIIIY OF THE CONTRACTOR S. FASTENERS TO BE P12 X Ve OR GREATER SAE GLADES UNLESS NOTED OTHERWISE TAPCONS REFERRED TO MEREN SMALL BE ITW BIRlDEX WHO, CARBON STEEL ONLY, INSTALLED TO 3000 PSI HIM CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQU1RH4EMTS. AU FAS7EMLTtS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. S. ALL STEEL CLIPS SMALL BE ASIM A20 STCEL (GRADE D) WITH F7e1316I OR BETTERR, ALL SIM MNBERS SHALL Of PROTECTED AGAINST CORMOSIO4 WITH AN COAT OF PAINT. ENAMEL OR OTHER APPROVED PRO MCTTON. GA COATING m1INGEREQUIREDFOR ALL COASTAL IMTALLATFONS 7. ALL COIICRM SPECIFIED HEREIN 15 N07 PART OF THIS CERTIFICATION- AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE A• MN. TWCX AND S4ALL HAVE MWTNUM COMMIESSIVE SMEIGTM OF 3000 PSI, UNLESS NOTED OTKMWTSE. 9. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSI 4RM MATERIALS TO PREVEJIT E E MOLYSIS. 9. ELKTNCAL GROUND. WHEN REQUIRED. TO B! 06fma \ INSTALLED BY ONUS. 10. Ti! ADVAIACT• OF ANT COST" STRUCTURE TO WTTKIAND SLOER04RDSED LOADS SMALL BB MOM BY THE ONSIT! OWGN PROFISSWKU AND IS NOT, TNQIAED IN THIS CEK,, nCAnON.PICEPT AS VU RESSIr PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. It. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES ROT PROVIDE INFORMATION FOR A SPECIFIC sITE FOR SITE ODMM04S OIFFEREM FROM THE CONDITIONS DETAILED HEREIN, A UCEMSED ENGINEER OR RKISTERW AIICHTTECT SMALL PREPARE SITE SPECTTC DOCUMENTS FOR USE IN CONRRKTON WHIM THIS DOCUMENT' 12. WATER• T IGARNESS OF EXISTING MOST SUBSTRATE SMALL BE THE PULL RESPOHS191LTY OF THE INSTALLING CONTRACTOR- CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFINFABRICATION AMD INSTAILA TON OFSTRUCTURE PROPOSEDEHSEREM TRESTOHIS AFTER IEMGUAM SHALL NOT BE RESPDtS16lE FORAM WARE = HMG OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-l1GMM35 SHALL of TNe Fuu RESPMSIBILm OF THE INSTALLING COMTMCtOR. 13. POR AN EXPLANATION OF EXPOSURE CATEGORIES TENT ACCOMPANY THE vUt WIND SPEEDS USED IN THIS APPROVAL, SE! SECTION 26.7.)OF ASCE 7.10. ill L lag i 3 r CLIPS ' TYP. .. 1• CLIPS 3' PHud 3' PAY' J + I . ' 3-• r MAI( r HAIi ANCHOR SCHEDULE: In CLIPS SUBSTRATE BOQp1iON 1)•5l16.O CARBON STEa ITW BUILOOI TAPCOU. CDNCAM. 7 •NLL EMUD TO TACK AIM, mI1CREITL 5)P MIN. MOD PSI MIN.) EDGE DISTANCE, 3V.• MIN. S AONG TO ANY ADIACENT ANCHOR 0-014 SAE GRADE S ALUMINUM: 0..125• IDI. SHEET METAL SCREW TO THICK 6061•T6 AWITCHES PROVIDE 5) MIN: ALIIWRUM) PITCHES MD• AST THREAD MANE STEat 1).014 SAE GRADES 0.125•mix. SHEET METALSCREW TO TMCK. 33 K9 STEEL. PROVIDE (5) HIM. STEED PITCHES MR PAST THREAD NINE 2" CLIPS su6srRATe t/NUTW1RO11= t 1)-6/16 0 CAR BOOM TTw Run DER raroDlfp COMCREiE: IV' NIL EMBED TO . ODNKRR163W MIA. 1• 1M10I MIN. ODo nl ION.) iOGE 06SEA4Cly 31V MIM. S A NIG TOANT ' AD)ACEM ANCHOR 2)-014 SAE GRADE S ALUMWUM: SHEET METAL SCREWS TD 0.11r ION. ALUMINUM, IRD4De (3) TMCL 6061•16 PITCHES HIM. PAST MIN. AUAINUM) THREAD FAITF STEEL: 2)-014 SAE TIRADE S O.IZ5• MIN. SHEET METAL SCREWS TO THICK. 33 K9 sn% PROVIDe (5) MIN, s1EEt) PiCwCS ROM. FAST THREAD PANE 1. EMBEDMENT AND EDGE OLSTAI:CR HICLOB FINISHES. 1 APLlCA6ll. I. ENSUIRE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. Cl CONNECTION TYPE C 1 3. SEE DETAns OM SHEET 3 FDA ANCHORS ATTACOCH MGTOMECHANICALMOT. CONNECTION TYPE C2 11CUP • VT)UZE (1) AT EACH CORNER WR A TOTAL OF (!) PER UNIT a I- N - VTiIIZE (2) AT EACH CORNER FOR A TOTAL OF !El PER UNR z W r ko 1 r CUPS .r PA)I , 'rrP. r t>;:%44e y TV. MAX 6' MAX CUP OFFSETF. UNIT TYIDTH CUPPAIR SPACING 6• MAX CLIP OFFSET UCMChMICAL LIP- QQIPPERkERTIFICATIONSPACINGEPARATEUFIUZE (A) CUPS eA SIDE OF UNIT FOR A TOTAL OF B) PER UNIT CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATE 8 CLIP DETAIL r airs - umm (L) Ar EACX COMQA Ma A TOTAL OF Al a1ftt 1 rt;l - C4 2• y . ( (Z) Ar eRa ooOWER FOR A Tmu aF LBy 1Pypl_ 3 N.r.S PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTTUZE (2) CUPS AT EACH CORNER FOR A 70TAL OF (B) CUPS PER UNIT. N N U z P•• 1 j n zn1°. O d» E G pffi l I S z-11 3rzBO ICL m e 15- 2378 0 I FOR ANY CLAP LONGER THAN 10' 0.19• UTILIZE (S)-012 SAE TYP. GRADE S SHEET METAL SCREWS, TYP. 0.068• NOC ASTM A2B3 STEEL TYP. y, 0 L O8in 0 3)-413 SAE GRADE S o oO SHEET METAL SCREWS FOR(aGIPSUP70S LONG. UTILIZE (S)-012 SHEET METAL SCREWS FOR CUPS LONGER THAN S, TYP. Wo HOLE, WITIf O ANCHOR FROM 1• CUP ANCHOR 0.7 SCHEDULE. TYP. OTHER DIMENSIONS SIMILAR) 1" CLIP ISOMETRIC DETAIL N.T.S. ISOMETRIC 0.125' I(; 7 0.072' OR 0.I1r THICK 0 0 ASTM A203 STEEL. TYP. 3)-Al2 SAE GRADE S SHEET METAL SCREWS FOR CUPS 4' LONG UT11.12E (4)-412 SHEET AL SCREWS FOR CLIPS LONGER THAN 4% N TYP. m HOLE, NOT TO Bf USED FOR ANCHORS, TYP. 37! 014 FACiDRY-MILLED r 1:'D HOLES: " ' UTILIZE (/) OR (2) AI10/0R5 /K 1 momtt1vANCHOR SCHEDULE. TV. 0.00• 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHIM& ALUMINUM HOUSING UNITS SMALL BE 6063-TS MIN. ALUMINUM SHEET WITH ftY'30 KSL 0AIr MIN. THICKNESS, STEEL HOUSING UNITS SMALL BE ASTM A653 Fye331CSi MIN. STEEL, GRADE 33, 22GA MIN. (t-0.029n. 0.060• THICK ASTH 42113 STEEL CUP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASE OF CUP. NO SPACE PERMITTED. TYP. 3)-412 SAE GRADE S SHEET METAL SCREWS FOR CUPS UP TO S' LONO. UTIUIE (S)-P l2 SHEET METAL SCREWS FOR CLIPS LONGER THAN S. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE i ( VARIES) 1" TIE/ -DOWN CLIP 3 ANCHOR DETAIL 3 r . 1•-0' DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE SASE OF EACH MECHANICAL UNR, 1V. MECNANtCAL UNIT BY OTHERS.. ALUMINUM MOUSING UNITS SMALL BE 6063-T6 MIN. ALUMINUM SPIES WITH RY-301SI, 0.126' 3).012 SAE GRADE S SHEET MIN, THICKNESS, STEEL MOUSING UNITS METAL SCREWS FOR CLIPS 4• SMALL BE ASTM A653 FY`33KSI MIN. LONG. UT1112E (41412 SHEET STEEL GRADE 33. 22GA MIN. (t-0.0299). METAL SCREWS FOR CUPS LONGER THAN 4'. PROVIDE (S) i:' . PITOIES MIN. PAST THREAD PLANE 0.072' OR O.Ilr FOR EACH SMS, TYP. THICK ASTM A203 STEEL CLIP, TYP. 1) OR (2)ANCHORS BASE OF UNR SHALL Be FLUSH WITH BASE y'/" % 3tc SCHEDUPER LE OF CLIP, NO SPACE S PERMITTED. TYP. I SUBSTRATE PER ANCHOR VARIES) 2" TIE DOWN CLIP 4 ANCHOR DETAIL 3 r . 11-w DETAIL alp LS 0Es1GnEo wa fTRL CONTACT WITH THE BASE OP EAOI MECUwtCAI uNR, TYP. 1 i. N TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY M STRUCTURE WINE HIGH VELOCITY HURRICANE ZONE-) 1LLOWABLERODF•10PHEIGMT(HdITE-0OWN CONTIGUMTONTT E MUOMUM SURFACEAREAOF-• UNIT UNITI cl U tl C4 ' UM" LARGEST , HEIGHT WIDTH FACE 6F7' 2MMAX ) EYMIN MIA I ATGRAI[ AT GRADE , HSIODFT I 9' 32'RMY 1S'MINR ATGRAM ATGRADE Ns60FT 4R' I WA AtWIME HA700FT HS3pR Ml70DiT Nf206R' AiGRADE M%40Ff ATGR/IDE I 9F'fl '4C MAX, 24'MIN WA_ ATWADE ATGMOE MI; IGOFT 12, M/A j At G11ADI ATGAADE HS40FT 16 To FT' - A ATGRADE KA AT GRADE _ 20FP ' .- -•- - - QUA AT GARDE WA* AT GRADE 60' MAX 4r MIN SOFT, WA AtGRAD[ WA WA AT GRWI WA AT GRACE I6FT' M/A WA _ M/A - '-AT GRADE INS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVI12 WHKH CONTAINS BIROWARD AND MIAMFOADE COUNTE3. CHECK WITH LOCAL AUTHORITY HAVING AIRISO cnOH FOR THE APRXANUR OF THIS TABLE WITHIN CERTAIN FLORIDA ODUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOF.TCIP HEIGHT (H) TIE-0OWN CONFIGURATION TYPE MAXIMUM I SURFACE AREA OF UNIT UNIT CI CA C3 C4 UNIT'SLARGEST 1 HEIGHT WIDTH f ACE 6 FT' +24'MAX • 12'M.IN N/A HS20DR AT GRADE iOR<Hf160R Hs200R 9FT' ,WMAX 119 MIN M/A 60 FT<IIS200R AT GRADE H4200FT 4 FT' N1200 FT M120OFT 60 FA76ME FT4INGF1 E 6FP I ATGMDE HS200rt 160FT cHs 2ODR HA 40 FT HS200R 9FT' 4I'MAX 24-MIN N/A HA200FT 60R<GRAw R HS2WR ' u R' _ I N/ A AT GRADE WA 60R<HSZWFF N f 20DFT 16 TV I MIA AT GRADE N/A Hs20DFT 20FT' N/A AT GRADE WA HS200 FT 25 FT' I , H/A N/A •__ WA HE30R GDR< MS200 FT I 60' MAX , 4rMIN 30 FT' MIA N/A NIA AT GRAM . 60 FT iIWR 36 Fr I MIA WA ! N/A AT GRAM AS AN EJUMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BUNCH COUNTY. CHECI WITH LOCAL AUTHORTV HAVING JURISDICTION FOR THE APPLKAIIUTV OF THIS TABLE WITHIN CERTAIN FLORDA CCUNTIEs. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE VNTH A RU CATEGORY II STRUCTURE IN THE HIGH VFLOCITY HURRICANE ZONE-) ALLOWABLE ROGF•TO HEIGHiMI TLE41 N CONFRaN1ATI0NT01 1 IMATMUMSUWACIAEEAOF UNIT UNIT ' Cl C2 C3 Cc UNln AftW HEIGHT ; WIDTH I 1 FAO 6FT' MA i AT GRAM. N'MWR 12MIII AT WADE M{I R I 9R' - 2'N1A1f I'14MIN N/A . AT GRAOE MIA Nf30FT ATW, IDEAFT' A7 GRADE_ HS200F7 Nf100R 6fT' MIA . HS15R 124- ATGRAD! NI:IoOFi 9FT' 4rMAX MIN '- WA I ATGRADE AT4RADE I XSIDFI 22FT- WAS... A AtGAIW 16 FT' WA AT GRADE61tADI I ... S lT GUN 20 FP AIXAT GRADE_ WA AT GMOE 2SFI' WA_ ATGRADE 30fT' - SW- MAX • 48' MIN • - --•. W4 11/ A • MIAAT GRAOt ITWA WA ' ATGRADI J THIS TAILS ISADWISSIBLE TO 6E USED WITHIN THE HVMZ WHICH C'ONTAL45 BROWARDAND MIAMWMDECOUNTIES, CHECK WITH LOCAL AUTHORITY HAVING AIRIS MCWV FOR THE A/PUC "M OF THIS TABLE WITHIN CERTAIN FLORDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE•) ALLOWABLE ROOF - TRIP HEIGHT (") TE*OWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT Ulm C1 Q C4UNTM LARGEST WIGHTWTOTNFACE6rt' 24' MAX 12'MIN 1 WA I Hs20DFT So ATNRDDE HS200 FT 9M 3]' Ma 1, IS -MIN N/A ATGRADE NJA NS200rt FF<HS200FT' 4FT' AT GRADE HS200R HS20DR HSIOOFT 6DFT HS100R, I 6fP NIA Hs200R 60 R -H5R 120DfI Hs200FT 9 FT' 46' MAX 24'MIN N/A HS13FT f200R AT GRADE HS 200Fi L 60R1N 12 R' NIA 60RcNS120FTAT GRAOt N/A H S 20O FT 16 FN N/A WA N/A H S 40 rt 6p FT <M s ] CIO R, 20FT' NIA LTGRADE WA S 60R<H52SIOOR 25 FT- N/A WA N/A AT RADf 4120 Gorr< Hf2oort 60' MAX4rMIN Al GRADE 30 FT' M/A NIA', NIA 10<HS111OFT rt 36 FT' M/A WA NIA Al GRADE AS AN EKAMPIE• THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHIC( VAIN LOCAL AUTHORITY HAVING JURISDICTION FOR THE A PUCASAM OF INS TABLE WITHON CERTAIN FLORIDA COUNTIES. IJ It V Q Z O d= G z C g M I LU M RZZ Z O1-4 m 4 i It. TABLE S : Vult=140 MPH, EXPOSURE B IFOR LOSE WITH A RISK CATEGORY II STRUCTURE-) T ALL0WABLEROOtitO HQI®tiDO J TIE-0OWMCCA>f11GURATHpCTrvE MAXIMUM SURFACE AREA OF UNIT UNIT Cl O O G UNITSEARGEST HEIGHT WIDTH iFACE 6FP 2I-MAX Hit 15 FT12'MM 160R< Si2TIRi Hs2WR HA200R Hs2WR 9R' r 3YMAK LS'MIN AT GRADE HSZWR Ns700 FT MS20OR AFT' I Hs2WR Hs2WR Hs2WR HS200 FT BR' NSAOR Ms200R60R<HS200 FT, HS2WR Hs2WR Hs2WR9R' i 4-MAx 2A'MIN H AT GRADE I N12WR Hs2WR I 160 FT<H 980R 12 FT' I AT GRADE Hs2WR HSAOFF GOFT.Hs2WR Hs2WR Hs2WR16R' MIA HSMFT HSISR I 20 FT' I N/A Hs2WR is NSISR H12WR 2S R' 1 N/A 160AT G PAN Hs2WR W MAX 4r MIN R<HSFIW FT. SOFT NSBOR 30FT' (( NIA NSISR ATGAADE NS2WFT 160 F1<HS ISO FT 36 FT' ut AT GRADE HS2WRWA `-- 60R NAT BOR, AS AN EXAMFLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN SWARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING A A sOicnON FOR THE A RICANUIY OF THIS TABLE WITHN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRICTURE-) TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 0 STRUCTURE•) MAXIMUM SURFACE AREA OF UNIT UNII Cl UNITSLARGESI HEIGHT WIDTH I FACE 6 rT 2P MAXI IY MINI AT GRADE 9 Fl 32- MAX IS' MIN WA AFT' HS2WR f 6Fr At GRADE L60R<NSINI T 9 FT' 4' MAX 24' MIN AT GRADE 12 FT' WA r I 16FT' WA i 11 20 F 1 M/A 2S FP WA GO' MAXI AY MIN I . 30 FP WA... 36 R' I MIA ALLOWABLE ROOF FOP HEIGHT (H) TIE-OOWN CONFIGURATION ME MAXIMUM SURFACE AREA OF UNIT UNIT C1 C2 O CA UNIT'S LARGEST ( NEIGT I WIDTH FAQ 6FT' •21rMAX 12'MIN WA NSIWFT Hs30FT GOR<H1200FT Hs2WR 9FP 3Y MAN IV MIN • WA HS2WR AT GRADE 60R<HSI40Ft HS2WR AR, HSAOFTF14NS2WR Hf2WR Hf2WR HS200R I 6FT' At GRADE NS1WR HS2WR I 60R4NS1WR 9 FT' 1AB'MAX 24'MINWA HS2OOR HS1SFT 6pR. Hf2WR Hs7DDR I Hf2WR AT GRADE 12 Ft- N/A HSADR HS20DR 60R4HAZwFT 60R< Hs60R 16R' N/ A AT GGtAD00R WA HS2WR 60R 20or M/ A ATGRADE 60 FT. NS2WR AT GRADE Hs2WR ..+ I 25 F1' r _ WA iTi 60R< H 60i80R WA Ns2WR W MAX AY MIN _ _ _. 30' N/ A A M/AIR R. 200 36FT' N/A N/A WA ATGMOE 60 R. MS2W R• ALLOWABLE ROOFTOP HEIGHT M) TIE-0OWN CONFIGURATION TYPE C2 O HS200R I Hs2WR NL2WiT 11IISR 60R< Hs2WI HS2WR Hs20OR Hs200R Ms2WR H1200R HSAOR 60R< H62W1 HS200FT I At GRAOE 60R<Ns1A01HSISR' AtGMOE 60R.HS200R H630FT ATGRADE 60R. Hs2WRATGRADE ATGRAOE' 60R<11IAORATGRADE WA AT GRADE . I WA IT H S200 FTO_ Hs2WR Hs200R Z W ^ 4 2C3 e U) JJr3r H920OR HS2WFT I IOU i0<fC Hs2WR Hs2WR a u HS2WR I HS2WR z Hs2WR H930R O r 4' i r IR4Hf200R' Q G i t 3 u Woad Z a F CD 15- 2378' a E a R.T. 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 61G20-3.005, 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, standards per test report(s).#TEL 01970387A and #TEL 0197.0387E by Tes Inc. . STRUCTURAL ENGINEERING CALCULATIONS Rifted n loeerrs Structural engineering calculations have been prepared which 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 Frank 3. Minimum Unit Weight PE004 4. Maximum Allowable Unit Surface Area niluN 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: 9S4-3S4-0660 FAX: 954-3S4-0443 WWW.ENGEXP.COM ap ENGINEERING C—XIP =MESS, 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 12*" AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX* 954-354-0443 W W W.ENGEXP.COM DESCRIPTION AS FURNISHED: Lot 152, 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. Ito t 7 E; 3 (-3 1.0' ON FENCE `la' GN s, rAei 7t O o• j2 J oF LOT 1521 21.92' 24.47' L_161. 03' 44.94' 24'$1, 14.62' 30.0. 18.24' a. t0 m CA w CJi c LOT 151 FORMBOARD CO FOUNDATION TOP OF' 25.30' RMS LOT 153 11 5.20' 20.0' 5.89' 5.72' 25.44' 10' UTIL. j? ESMT. 1 J 0-21'47'31' 24, R-100.00' R-100.00' L-38.03' L-3&14' C-30.00' CB-S 11110'41' S P.T. 6 ryG tiG ED ROISL' LANE 50' R/W) gCFO \ O QPROPOSED - nNISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: v` 0 PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR - 15' PROPOSED F.F. PER PLANS - 25.3' SIOE - 5.0' SIDE CORNER - 10' 4- PROPOSED GRADE PER CONSTRUCTION PLAN 4y LOT 9.111 SO.FT. LIVING 1.598 SOFT. GARAGE 390 SOFT. ENTRY 78 SOFT. LANAI 107 SOFT. BREEZEWAY- N/A SOFT. DRIVEWAY 405 SOFT. A/ C PAD 12 SO.FT. WALKWAY 53 SO.FT. IMPERVIOUS- 29.0 R 2, 644 SOFT. SOD 8.467 SO.FT. R/ W 247 SOFT. APRON 53 SO.FT. SIDEWALK 157 SOFT. see 17 SA PT PROPOSED INFORMA17ON SHOWN AREA - 9.358 SOFT. BASED ON SUPPLIED PLAN DRIVEWAY - 458 SOXT AND OR INSTRUCTIONS PER SIDEWALK - 210 SOFT. CU ( NOT FIELD VER/FlEO) [SOD - 6.504 SOFT. CRUISEXHEETR- SCOTT L7G ASSOC., INC, - LAND SURVEYORS LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO. FL32807 407-277-3232 FAX 407)-658-1436r A TDtv. MINT am Lt rn NOTES: IP. IRON PIPE PRL POINT Or REVERSE CURVATURE 1. Mt IRI OMMED No MMM CEITNY IINf /195 VAW kTM TIC STANDVf03 Of M CW W FORM BY T E TLOMM MAID OF IR. C,K IMNRODCONCRETE HMAMENT PC. G RAL POINT RCOIOND CURVATURE RADIAL PIS, SUIMMM AND ELAPPERS 01 CHAPTER ST-17 FLOM9A AOEOMSMIW COOP PURSUANT TO SLC71ON 472027, 01000104 STATUES SET LP. 1/ 2• IA •/LLt 42% NIL IOMRAOAL I UNLESS O=$= WINANIVEYOR'S IDONA1UK AND ORIGINAL RAISED SWTARE . IM SMV P OR DOMANOTVAUAPer-. RECOVGCD VP. VIMSS P001t S. iN6 SINTIM 11G14 PRERMm FROM 11RE OdUWEYOR. OMMATION AWASNED TO 09 STAKE WY WONERAfSOtlCTgMvA.t. RCGWNG CALCULATEDREFQ'OCC PALL OINT a tKM TAN PERNNOITRORRRNT 4. MbIAVDLAf.%010lD OPR0IO/LNI7 NAPEYE EIED/ LOCATED IROE44 OMERRISE NOW t CENTERLDE Fi. fDOSNED FLOOR ELEVATION L MIS SOR EY IS PREPARED TOR 111E SOLE ODOW OF 11106E CERTIFIED 10 AND SHAD NOT W RELIED UPON BY ANY ORER Dmrr NAD R/WCSN NAIL L DISK RASMA wAr L BUILDINGSETMOCLINE BENCHMARK L OONOfW' d SNO! N FOR TIE LOOUION OF ARAOMD"M NORON SHMAD NOT OE USED /O IKOONSIRIIC/ 8=44DARt UNC& A DAM SASE 7. KAM" ARE IILSW ASPAIW 4311A1 AND ON TILE 191E SNOW/ AS 84M OTAMW (9.8L) ORAIK ELQAOON$ R DOWI ARE SAM ON NADOIW. MOM OARN OF 1929. UN M OPIOM E AIDIM UtIL. UTILITY 9. CDEIVRN/E OF AUINOM IIDN No. 45M CLM CK41N LtW FDRE v96FE. C/9 WOOD fENCE CGNMTE LLOCK SCALE H— 1' - JO'-1 ORAWH BY ago P.C. P.T.. POINT or CURVATURE POINT OrTANGENCY conincD L1r. DATE ORDER No. R RADIUS ENGTH 17 T PLAN FOUR UMN/ELFVS. FO 0MBMRD 10-25-17 4649-17 GLCHORDCHORDKAR04 NORTH THIS 9UIL0I1NO/PROPERTY DOES. NOT UEWRNIN THE ESTAGUSHEO 100 YEAR FLOOD PLANE AS PER 'FIRM' jx. GRUS MEYM. R.L.S. / 4714 ZONE X MAP 1 12117C 0035 F. W. TT, R.LS / 4801 DESCRIPTION AS FURNISHED: Lot 152, THORNBROOKE'PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Oyonno Martin; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding REC. I.R. 4 G L" 1•6 t 96L/4596 1.0' 1 22.5' ON 22. j 1 PVC GNiFENCE 4S N, gyp, QOo f O r 0.9' REC. 112" I.R. 14596OFF LOT 152 4.6' 21.92 23'5 24.47' 81.03' 39.31' 23.9' 24.51. 3.0'x3.0' 16 0' AC PAD i. Id COV 0. CONC. Vl 14.62' 30.0' 18.24' 4 03 W CA LOT 151Cjjj Et1 O cC ONE STORY RESIDENCE m ` tiF.F.-25.30' ai o LOT 153 CO 14 COV'D. 8.11' 5.89' 5.20' 16 BRICK BRICK OR.25.44'WALK5.72 10, UTIL. 3• N ON JJJ E 0-21'47'31' R.100.00' SET N& D-18 24 $2, SET L-38.03' J#4596 R-100.00' I.R. L-32.14' 5' CONC. C-38.00' WALK CB-S 31.10 41 ' 8 P. T. O'C'.1v ED ROASE' LANE 50' R/W) 4Oz'P PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: J'- PROPOSED DRAINAGE FLOW FRONT = 25' LOT GRADING TYPE A REAR a 15' PROPOSED F.F. PER PLANS a 25.3' SIDE 5.0' SIDE CORNER a 10' PROPOSED GRADE PER CONSTRUCTION PLAN + LOT 9.111 50.F7. LIVING 1.598 SO.FT GARAGE 390 SO.FT. ENTRY 78 SOFT. LANAI 107 SO.FT. BREEZEWAY = N/A SOFT. DRIVEWAY 405 SO F7. A/C PAO 12 SO rT. WALKWAY 53 SO.F'I. IMPERVIOUS - 29.0 z 2,644 SO.rT. S00 4676 SOFT. L A A ALCULA IONS: R/W 247 SOFT. APRON 53 SO.FT. SIDEWALK 157 SO.FT. cnn 17 sn rr 0 INFORMATION SHOWN AREA - 9.358 SO FT. ON SUPPLIED PLAN DRIVEWAY - 458 SO FT. T INSTRUCTIONS PER SIDEWALK - 210 SO.Ff. NOT FIELD VERIFIED) S00 - 6.504 SOFT. CRUSETNMEIYER-SCOTT & ASISOC,, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT POL PotNT ON LINE moms' ' rIP. rI[LDIRON PIPE TIP. PRE. TYPICAL PC OT REVOKE CURVATURE 1. ME W10O90NED DOES NEREEr CERRFY IWT THIS SURVEY MEETS THE S7M/MROS OF PRACRCE SET FORTH BY THE FLORIOA BOARD OJ it IRON ROD Pt, PoIHT Or COPDIMD CURVATURE PROFESSIONok SURVEYORS AND MAPPERS IN CNAPIER 5J-17 FMOA AOMOHSIMME CODE PUNSUANr TO SECTION 472.027. FLOR104 STArUES Cx CONCRCIE NOAIIIENI RAO. RADIAL 2. UNLESS EMBOSSED WIN SURKYORY SONATURE AND ORM44L RAGED SEAL THIS SURVEY LEAP OR COPIES ARE NOT VAUO. IF. 1/2' IR •/Rl0 AS9i NR NOR -RADIAL J. YM SURVEY WAS PREPARED FROM TIRE OIFORNAWN FURMSNm TO THE SURVEYOR. THERE MAY BE OTNER RESTRICTIONS RSCfM. REC. P.O.R. RCCO11"CD DINT Or OEOINNING VP. CALLRJl WITNESSPOCALOULATCDERWMEMT REFERENCE IOMpENT OR EASEMENM IWr AFFECT 1H11 PROPERTY. 4. NO UNDERCROUNO IMPROVEMENTS NAVE BEEN LOCATED UNLESS OntERN15E SHOWN. PD.C. t POINT D< CONNC/ECNCNT CENT rJ. rINISIEO FLOOR ELEVATION 3. THIS SURVEY 6 PREPARED FOR ME SOLE BENEm Of TNou CERTIFIED tO AND SHOULD FADE' Of RETIED UPON sr ANT' OMEIt [HnTY. S ACMALLLDISK 0SL WILDING SETOAOK LINE 0. DDIEMSIONS SHOWN FOR THE LOCATION Of 04MVEWENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNOARV LINES. R/V RIGHT-Or-VAY ULILL CIEYRDCARK MSC KARtlfi 7. BEARD= ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE SEMINC (B.S.) CSNt. DRAIN. EASEMENTDRAINAGE 0. ELEVAnOPM DT SHOWN. ARE OASED ON N4IION41. CEOOCTIC DATUM Of 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY 0. CERnnGAIE OF AUTHORIZATION Na 450E CLJC. CHAIN LINK I'MC VDJC. cn VOOD rENCC CONCRETE HACK SGVE 1— T' = 30'- DRAWN BY.• ••• P.C. POINT Or CURVATURE P.T. POINT TANGENCY OATE ORDER No. CERTIFIED BY. _. - DESC. RL DESCRIOrPTION RADIUSARCLENGTH PLOT PLAN 07-10-2017 2741-17 D DELTA FORMSOARO FOUNDATION/ELEVS. 10-25-17 4849-17 CR. Coo OEARINCG FlNAL/ELEVS. 03-07-1 1261-18 NORTH THIS BUILDING/PROPERTY OOES.NOT UE WITHIN THE ESTABUSNED I00 YEAR f1000 PLANE AS PER nRM' M X. CRUSENM R.L.S. / 4714 ZONE (' MAP / 12117C 0055 Ir SCOTT. .Li 1 4801 SU :D IVI SION O0I f,. J yc`r i `' N % y Job Adt Parcel I Type of CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 3 I I x. Lo, tn Q Historic District: Yes No Rcsidentialm Commercial eration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property`! City, State Zip: Contractor Information 1 Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 v Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Leader: 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 RE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANC' INC:, CONSULT WI -I'll 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 stir conditioners, etc. 1713C I05.3 Shall be inscribed with flit date of application nod the code in effect as of that date: 5" Edition (2014) Florida Building Code Revixd: June 30, 2013 Permit Applicatim A 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 ofT 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 constr on and t U D Signature ol'Oaner/Agent Date Signature of Con rector/Agent Date I I Print O wter/Agent's Name Signature of Nmary.State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Contractor/Agent is Produced ID Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: J 7 - Z._)L) j Documented Construction Value: S 1p2nn(':0 Job Address: b L21L LnuLHistoric District: Yes No L7 Parcel LD: Residential 3Commercial Type of Work: New ITAddition Alteration Repair Demo Change of Use Move Description of }IVork: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Alec gyac-(y Phone: Street: City, State Zip: Resident of property? : Contractor Information Name 4 Phone: 9%-29IY 01113 Street: bFax: L-46-1 g00Z City, State Zip: State License No.: a 1 3 O12 JI Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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. 1 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: 5i° Edition (2014) Florida Building Code Revised: June 30. 20 15 Permit Application 0 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: 1 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. Signature of Owner/Agent Print Ow-ner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Date I l Print Co%tradior/Aeenfs Name Sigliatuu- mMotarylState of Florida Date s STEPHANIE RALLO t Commission # FF 175017 is ,4 Expires November 9, 18 Rf,.!u'' Toy Fain eooas rm+t Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Val_uee: S Job Address: /(o 6 / c /n.,c. c, i, 1 istoric District: Yes No Parcel CD: Residential 9 Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name lct. Led ):27 i 'A ro-,-z Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 je City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCLr111ENT 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 m 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. 20I S 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 federul 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 construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature =Ar' TO Y Print Contractor/Agent's Name Faye Signature of ry-State of Florida *• Owner/Agent is Personally Known to Me or Contractor/Agent is -/ Personal 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: 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: WASTEWATER: ENGINEERING: COMMENTS: Revised: Juno 30, 2015 FIRE: BUILDING: Permit Applieation CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a onetime debit to your credit card listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the Indicated date. This Is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the Information below: I TONY MAHAFFEY authorize the City of Sanford charge my credit card full name) account Indicated below for on or after f - c-25—/ 9' . This payment is for amount) (date) Y/vd le0eh-e /-449-4Aa tor, address or pbrcel 10 Bllling Address 6310 MABLETON PKWY Phone# 1770)941-5421 City, State, Zip MABLETON. GA 30126 Email JGODWIN@NWPENT.COM Account Type: NrVisa Cl MasterCard AMEX Discover Cardholder Name NWP Orlando, Inc. Account Number 4046 0239 0051 5156 Expiration Date 10/20 CCV 170 Bllling Zlpcode 30126 SIGNATUREDATE I authorize the above named bustn s to charge the credlt l kated In this authorization form according to the terms outlined above. This payment authorization for the goods/services d6sfAbed above, for the amount Indicated above only. and Is valid for one time use only. I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card company; so long as the transaction corresponds to the terms Indicated In this form. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9336658-2 Report Date: 10/31 /2017 In -Place Density Test Report l 1 • 2109 Client: UES Trechnician: Chase Key 2600 Lake Lucien Drive Suite 30 Maitland, FL 32751 Date Tested: 10/31/2017 Project: Thombrooke 40s & 50s, SF House Lots Area Tested: Lot 151.(1113-15-B)IR Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moisture Field Dry Density per Field Moisture i% 1 Soil Compaction 1% 1 Fill Depth inch) pass or Fail 6 West Footing ( Proposed Footing) 0-1 ft 108.3 10.7 112.0 4.9 103 N/A Pas: 7 South Footing ( Proposed Footing) 1-2 ft 108.3 10.7 110.9 6.4 102 N/A Pas: 8 East Footing ( Proposed Footing) 1-2 ft 108.3 10.7 109.6 4.4 101 N/A Pas: 9 Southeast Corner of Lot 1-2 ft 108.3 10.7 114.2 3.8 105 N/A Pas: 10 Northwest Comer of Lot 2-3 ft 108.3 10.7 112.7 3.2 104 N/A Pas: Remarks: Footings not excavated. Proposed footings tested inside Lot T n..InAli• 1. w .n.•/••n/ wm/-6— N. I #'%n O.•l.l w -4 n•••wnA.nn nll --.# . — •...Aw.:Nn.1 nn ..! ^— nllnn/•. nwa n..Il.n.f+Minn DESCRIPTION AS FURNISHED: Lot 151, THORNBROOKE PHASE 4, as recorded in. Plat Book 81, Pages 0 t*u 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of -Florida, Inc. PRM) Gf ji",.g 22.33 C A G1C Q $ ' Alt ag ay. >;f4' G/ \ . 1 o / LOT 151 59.97' 14.94 mGJFOR8' REC FOR LOT 152 o POCKET C0 LOT 150 + FORMBOARD ZV FOUNDATION TOP OF FORMS 25.30' h 9.00, 21.3' 5.40' D=18.24' S R=100.00' L=32.14' C= 32.00' E I PROPOSED - FNISHEO SPOT CRADE ELEVATION PER DRAINAGE PLANS U-- PROPOSED DRAlNACE FLOW LOT CRADINC TYPE A PROPOSED F.F. PER PLANS - 25.3' 25.47' 25.87' 10 UTIL. ESMT. rye. N CALCULATIONS. LOT - 11.514 LIVING - 1.467 SOFT. SOFT. i C% _ GARAGE ENTRY 71 SOFT. 6 UWAI BREEZEWAY- 139 N/A SO.FT. SQ.FT. DRIVEWAY 406 SOFT. ryya ti WALKWAYG 76 SOFT. RED ROSE LANE IMPERVIOUS-= 22.9 2.632 R SOFT. 50N R/W) TRACT I Soo 8 82 SO.FT MR -WA CALGULATIONS, Unwy & ACCESS R/W R/W 334 SOFT. BUILDING SETBACKS: APRON SIDEWALK III 157 SOFT. SOFT. FROM - Y5' SOO 66 SO.FT. REAR - C, SIDE .05. SlOf CORNER - f0' PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND 0R INSTRUCTIONS PER AREA ' DRIVEWAY SIDEWALK 11.848 517 233 SQ.FT. SO.FT. SOFT. GRUSEjVffEYTR-SCOTT JG ASSOC., INC. - LAND SURVEYORS LEGEND - LEGCND - p PLAT ON LiNC 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 F MELD IALTP. MIIC CALHolm P. IRON PIK RL POINT Or REVERSE CIRNVATUK 1. DIE UNODISIpRD DOES HETtE1F1' CLIFIOY W DOS SURIEY NEETS'IHE STANDARDS OF PRACTICE SET FORM OV THE FLOIOM OMRD OF R. OWN ROD NILI RAG POINT OY COPOMD CURVATURE PROFESSIONAL SU NOR4 AND WPPERS DN MAP= 5I-17 FLOW ADMINSTRAMIT LODE PURSUANT ID SECTION 472.027. FLORODA STATUES SET W. SC4NT 1/2- IA i ./0.t AS% NO"RADIA12. IA M CMBMM ROH SMIEVOR'S SONAANE AND ONORAL R46M SEAL TARS $URLY MAP OR COPIES ARE NOr VAUM RECOVERED WP ITMCU POW J. IM AW" IMAS PRQARED FNOM ME /OORINFION FWM 10 W SUTM W MERE ANY EE OTHER RISM11ONS PAPAL POINT NO CAM CALF WAATECO DR GLSEHOMS our AFFECT NHS PROPONY. O.CC.. POUR Or COWEKLNEHT PRri PERMANENT REFCW= IpRR(NT 4. NO IRAfRCROUNO GRRM10"S IMUE LIED/ LOWED UMESS OnI RMISE SHOW t CENTERLOC FF. FINISHED rLOM ELEVATION G DOS SW%V 8 PREPARED FOR DE SOLE BENEFIT OF 111DSE CERTIFIED 10 AND SHOW NOF W RWED UPON OF AIR ODOR OMrr.. Na0 RNMAR t OICKF-W SA 20 0InG01A SCTDAOC LAIC ICICHRL owswwo 8 SHOWN FOR 1NE LoCAnov OF OIPROVONENTS Pow* SH0IIID Nor DE USED To RaooNSTRA1er OOUNMRY LEES. ESMI. EASEICHR EASEMENT GG 86L RAPE KARIIIO AR7. OCWXS ARE 11AM AZWED DOW AND ON 114' LONE SHOWN AS 84M KART NO (VA) DRAIK DRAINAGE 6 LUNATION$ 0' SNOW ARE SUM DY FNIIONY. 0E00M MGAI OF 102D. UMLSS OMERNIX NOTM UTIL VTILtIT Z COWCAT4 OF AU:1101MURON Na 4800. CLrt C1DUN LINK FENCE VWC. C/ o P.C. VOOD FENCE CONCRETE OLOCK POINT or CUIVATUK SG14E I- I• .J0 4 DRAW 6Y. DESC. Dr s"a1OFi IOITA"T CERIIFIE& BY.• DAM ORDER No. ft L RADIUSENIN PLOTPLAN 08-26-17 23M-17 — FORAISWO FOUNOA110N/ ELM 10-23-17 4848-17 E GL CDELTAHORD CHORDKARINONORM THIS BUR. DINC/PROPERTY DOES. NOT UE IYRNIN I THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRMW. RUS EVER . L1 4714 P ZONE * MAP/ 12117C0055 A Parcel ID• CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ion No: r--7 - Q ralne: S lK q 47J_ Historic District: Yes No ResidentiaQ Commercial L Type of Work: Newp Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: \Vk Qa---I I (.S T``itl'1e: Phone: `tUl -35,,Ro l,.( Fax:pZ-3 3-3853 Email: f l 7at @ A lJ6/r Cann Property Owner Information bNameOorGPhone: Street: r Resident of ibproperty? : City State Zip: MCAW.,j Cnoritiactor Information Name -?'1v ~ f't' phone: `-i -7 Street: eJ3 I C od TSLO U )OLU Fax: L10-1- 2 3,,R 335' 3 City, State Zip: eary cj P - ?i / State License No.: C 1.03 QL-1/ Architect/Engineer information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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: 54' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating conlatrttctir,n and iJu 6. Signature ofOwner/Agent Date Sig3pt&ofContmctor/Agent bate Print Owner/Agent's Name Name Signature of Notary -State of Florida Date Signature of No ryState ot Florida 8rhi CHERYL D AKERS c MY COMMISSION p FF998962 EXPIRES June 05.2020 40; 399a1'31 FWWaNaunScr*a.00m 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 IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: 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: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application Itd tptl,tYU=.f lull I Nu! Wl'Lw Wry Y. 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