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3884 Loon Ln 18-1161; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181Q0002 DATE: March 09, 2018 lq4:071.E T BUILDING APPLICATION #: 18-10000216 BUILDING PERMIT NUMBER: 18-10000216 UNIT ADDRESS: LOON LANE 3884 LOT 97 17-20-31-502-0000-0970 Z (pLf , TRAFFIC ZONE:022 JURISDICTION: N SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3884 LOON / LOT 97 / WYNDHAMLAANEE PRESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHQOLS 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 51000.00 1.000 dwl unit 51000.00 PARKS NA LAW ENFORCE N/A 00 00 DRAINAGE N/A AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE- 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT rn / ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE U) 1 O rZ CITY OF SANFORD BUILDING & FIRE PREVENTION D MAR 0 5 2018 PERMIT APPLICATION Application No: Documented Construction Value: S Z BJqSN4- Q° Job Address: Lor-, c arj,-a Historic District: Yes No Parcel ID: 17 -20 -31 -502 -0000 -09 -To Wyndham Preserve Lot 91 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-047-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect/EngIneer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - Bonding Company: Address: NA E-mail: sives@mulhernkulp.com Mortgage Lender: Address: NA 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ib Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application s NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as -water ... management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc 'on and zoning. at4-1B Signature of Owner/Agent Date Signature of Contractor/Agent Date Pnnt Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Signature of No -State of Flo nda Date Shayne Mangel 9L1% NOTARY PUBLIC 7..• STATE OF FLORIDA Comm# GG113111 YCE iExpireo/21/2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Er Electrical ®' Mechanical 2' Plumbing[r Gas[] Roof Construction Type: V6 Occupancy Use: Q, 3 Flood Zone: X` —5M Total Sq Ft of Bldg: 7.6 &4 Z Min. Occupancy Load: 1 !I # of Stories: / New Construction: Electric - # of Amps /<0 Plumbing - # of Fixtures__Z r - Fire Sprinkler Permit: Yes No [r # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING4(2 . UTILITIES: 105 3 "9 WASTE WATER: COMMENTS: ENGINEERING: *A%C- 3-0-(B FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. .34. Z /o 'oT. 1981 0p u1l0.= r, GrL BUILDING: is Revised: June 30, 2015 Permit Application NN O 5 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3884 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0970 Phone Number: 407.647.3700 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 iiiiiili, iFiliRiiMiiiadioipition&=finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 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: 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# 18-1168 Reviewed by: Michael Cash, CFM Date: March 19, 2018 P Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & J g Y L°87- Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or 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. The permit is required for driveway or sidewalk construction over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-fty. 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. Callberasywdtq 1. Project Locafiorr/Address: 2 $,% 4 L-oo:1 "r -w-, ;>q m-6 r.1. r - L. 31'1 -[ 3 2. Proposed Activity: 3. Schedule of Work: Q Driveway n Walkway n Other. Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date [_' Emergency Repairs This application 's submitted by: Property Owner - Signature: Print Name: Address: 1064 reenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: S1eyne.man0e1@starHghft"s-*`m Date: qo— Maintenance Responsibilities/Indemnification 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 installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, storrnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in a000rdance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employ- ees (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 attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read an044nderstand the above statement and by signing this application I agree to its terms. M/Signature: Date: a- 9.1 -I is This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 Row Usa rlefvmuav nAr MAR 0 D lUV LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- l S - 1 8 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): N( The specific permit and application for work located at: 3 B4 y- Loo'-, "rNe, Sgr-6-rd TZ t 3a"13 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC152234 Signature of License Holder: pv STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this jada4 ronally known '200, by Robert Willets who is to me or o who has produced as identification and who did (did not) take an oath. Notary Sea]) Nlange1 e VrocE4olrA PUBLIC Print or a name iv?, OTARYSTATEOFFLORIDA Comr^# GG113111 Notary Public - State of Expires 612112021 Commission No. My Commission Expires: Rev. 08.12) REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: ;t- -1 I Project Name.W J V w cr-, i reswyve Project Address: 'J $%L} L.-6a,,U n e. 5or-Avra . Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. 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. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Willets Y1 Ttawn er/Tenant Signature o wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Print liaml of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Scott &51ev-6-00k, Print Name of EI. Contractor ignature of El. Contractor L1,0003D96 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/_/ Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT MinMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence REVISED: June 2014 4 YY•tLa.1• Y . •eAW15..Yr i • V '. • •• •• • . •• ELEC RICjA•I:.P•ERM•IT; r • _ - :t„}:.: t l ':;. <;' ..,:. s:. ..;,;'; <...:<. xx1 : •r: i; •. `t dGi. Y, '•:. .rN3:Y•s {.•1:.''• :.Y. :Jy-I Li i ii Y:l.L vi< Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final I3 i 3 P 33 0B- m m rE z Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final i MECH- Y•-a^YFrrry+:.a7a. -Annac.v:;:.r•:•-tar„•per...-•y':yi?^....Y:•i. •:•W'•;ti?',:!.`: ''t^i i?°'7o: iA_ N ICA L PERiV_I IT;;.•,. • 4 .;:a. 'v`•'f•. s eryyAr,'T 'S{,;.;:.1.; `. '}• 4•:.rsY /( ( f_._.. .::3._-•.' _..1;»..s.._ sa-r.ltifr:w :yn..::•:: •>:..1':• ul'J.w TWL<' I+w' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i THIS INSTRUMENT PREPARED BY: A4 Y LAC -t7 Name: Starlight Homes Florida, LLC Address: 1004 Green Blvd Suite 124 lake Marv. FLg9748 NOTICE OF COMMENCEMENT State of Florida County of Seminole a ini ii rr it Irl Iill till GRANT OUNTYCLERKOFTT LCIRCUIrCOURNOC& COMPTROLLERSK9086PsiS91 (1P9s) CLERK'S 0 2018025027 RECORDED 03/06/2018 03:05:38 PI1RECORDINGFEESSirl,(0 RECORDED BY hdevorn Permit Number: Parcel ID Number. 17-20-31-502-0000- Q'9 -10 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance withChapter713, Florida Statutes, the following Information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve. PB 81 Pgs 93 -102 -.,Lot 91 Address: ?5 $ $ L—oen l._aamu, 54r ,, F -U GENERAL DESCRIPTION OF IMPROVEMENT, Construct New SFR OWNER INFORMATION: Name: StarilAht Homes Florida, LLC Address: 1405 Old Alabama Road, Sults 200, Roswell, GA 30076 Fee Simple Title Holder (If other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Sults 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySectlon713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Uenor's No(ice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) 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 PAYII4G 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the 7,1 711edqe and belief. efs tilgnedne Owners Printed Name Flodda Statute 713.13(1)(g):' The opener must sign the notice of coMmOncement and no one else may be permitted to sign In his or her stead' State of County of The forego) g instrument was ack owledged before me this day of by Who Is personally known to meNamePersonngstatement OR who has produced Identification type of Identification produced: CERTIFirD C(-,,py GR NT PAq!.UY 1 Sheyne Mengel CLERK 0 ' i}F. flRtafi'f (: Uk i' NOTARY PUBLIC AND STATE OF FLORIDA SEA.11N cE t Commit GG113111 8 Il trr fgnmure F tpires 6/21/2021 Dq a ----1)"PUTY QERK r FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes gU/ Street: 3884 Loon Ln Permit Office: Serninile County City, State, Zip: Sanford, FL, 32773 Permit Number. # 0 6 FOROOwner. -1r:_} WNA-} . Design Location: FL, Sanfor Jurisdiction: (aq Is -up o oCounty:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1954.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft' 6. Conditioned floor area above grade (ft') 1981 b. N/A R= R' Conditioned floor area below grade (R') 0 R a 11 Ducts R R' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U -Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U -Factor. Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1981.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= R' 15. Credits Pstat Total Proposed Modified Loads. 59.55Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 60.15 I hereby certify that the plans and specifications covered by Review of the plans and01114E STaTRthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis Code. calculation indicates compliance with the Florida Energy Code. uf,,, ••:':,• °;, O PREPARED BY: Before construction is completed DATE: II ' %-R this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy C de. C0p,0 OWNER/AGENT: _ BUILDING OFFICIAL: DATE: DATE: ' Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. I Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 10:53 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 1/17/2018 10:53 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 97 - 1981 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 97 3884 Loon Ln Seminole Sanford , FL. 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Btockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Main 178.3 ft 0 1981 ft° 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitl Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 ft2 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft= 0.1 Wood 1/17/2018 10:53 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 DORM R405-2017 1/17/2018 10:53 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt SpaceTnWallType R --Value Ft In El In Area R-talueFraGUOn AhSor Gradp 1 N Exterior Concrete Block - Int Insul Main 4.1 48 9 9 4 455.0 ft7 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 44 9 9 4 417.5 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 559.8 W 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 24 9 9 4 230.9 W 0 0 0.6 0 5 W Garage Frame - Wood Main 13 31 3 9 4 291.7 ft= 0 0 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Wood Main None 39 3 6 10 20.5 ft' 2 W Wood Main None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 e 2 None Low -E Double Yes 0.34 0.26 N 30.0 ft= 1 ft 0 in 1 ft0 in None None 2 e 2 None Low -E Double Yes 0.34 0.26 N 30.0 ft° 8 ft 0 in 1 ft0 in None None 3 E 2 Vinyl Low -E Double Yes 0.58 0.25 N 48.0 ft' 8 ft 0 in 1 ft0 in None None 4 s 3 None Low -E Double Yes 0.34 0.26 N 30.0 W 1 ft 0 in 1 ft 0 in None None 5 W 4 None Low -E Double Yes 0.34 0.26 N 30.0 W 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft? 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kStu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018 10:53 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 tiORM R405-2017 1/17/2018 10:53 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS V Supply — Return — Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 dm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingan Feb Mar A r Ma X Jun X Jul Aug Se Oct Nov Dec Heatinf X Jan Feb X1 MarJXJ Jun r i Jul Augrl Sep 1XI ki 1XIJanFebXMarAprMayJunJulAugSepOccttNov DecVenting 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 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pum 1 - Central Unit 1/17/2018 10:53 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM k405 -2Q17 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3884 Loon Ln, Sanford, FL, 32773 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=0.26 b. U -Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1981.00 ft' 1981 b. N/A R= ft' c. N/A R= ft' Area 120.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH: Main 6 396.2 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft' 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 3 -nrv.., Ldr.l City/FL Zip:n?'6r t L kBlu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Of-tRE ST,g2 p Oo WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes Street: 3884 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be seated. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 ok)ono and worina- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids inkler cover plates and walls or ceilino a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes Street: 3884 Loon Ln Permit Office: Seminole County City, Stale, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, 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: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(% (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O THE STATE 4&. rlpri '''•`N q ` 1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, 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: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(% (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O THE STATE 4&. rlpri '''•`N q ` 1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes Street: 3884 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: CFM25(Out) 4 Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 1 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System Qn,out)` Leaka e Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 04 - vNE STAT p+ Ill/q 1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Job: Ashton- Starlight Brisson wrightsoft• Project Summary Date: 4/1412017 Enure House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-8863729 Email: GRenner@energyair.com Web: www.energyair.com Project• • For: Lot 97 - 1981 TL, Starlight Homes 3884 Loon Ln, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17497 Btuh Structure 17033 Btuh Ducts 1538 Btuh Ducts 2048 Btuh Central vent (65 cfm) 1830 Btuh Central vent (65 cfm) 1248 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20330 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2278 Btuh Ducts 197 Btuh Central vent (65 cfm) 1917 Btuh Heating Cooling Outside air Area (ftz 1983 1983 Equipment latent load 4391 Btuh Volume (ft') 18498 18498 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 24721 Btuh Equiv. AVF (cfm) 80 43 Req. total capacity at 0.75 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 37 OF Backup: Input = 6 kW, Output= 19028 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 -Jan -17 11:10:22 twrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 AM ... Spathic\Wyndham Preserve\Lot 97 - 1981 TL.rup Cate = bU8 Front Door laces: W wriohtsoft- Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air. Ct, Orlando, FL 32810 Phone: 407-886-3729 Email. GRenner@energyair.com Web: www.energyair.com For: Lot 97 - 1981 TL, Starlight Homes 3884 Loon Ln, Sanford, FL 32773 Design Conditions Job: Ashton- Starlight Brisson Date: 4/1412017 By: Plan: 1981 S Outdoor design DB: 92.6°F Sensible gain: 20330 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 24721 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 103% of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 106% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018 -Jan -17 11:10:22 wrightsoft• Right-Sude® Universal 2017 17.0.28 RSU02534 Page 1 ACCA ... Specrfic%Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = lwU8 Front Door faces: W wricjhtsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(denergyair.com Web: www.energyair.com For: Lot 97 - 1981 TL, Starlight Homes 3884 Loon Ln, Sanford, FL 32773 Job: Ashton- Starlight Brisson Date: 4114/2017 By: Plan: 1981 S Name Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.165 in/100ft 0.165 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) c 2552 111 170 ft 0.181 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 ba 2 C 140 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 46 0.181 5.0 Ox 0 VIFx 29.4 125.0 st2 bed4 c 2552 111 120 0.181 7.0 Ox 0 VIFx 29.5 125.0 st3 br3A h 1188 56 40 0.177 5.0 Ox 0 VIFx 33.2 125.0 st3 toyer h 1292 61 51 0.332 5.0 Ox 0 VIFx 9.3 75.0 kh-din-Fam c 2690 94 127 0.198 7.0 Ox 0 VIFx 21.4 120.0 SO kRdin-Fam-A c 2689 94 127 0.193 7.0 Ox 0 VIFx 25.2 120.0 SO kR-din-Fam-B c 2689 94 127 0.189 7.0 Ox 0 VIFx 27.8 120.0 stl lawn c 834 15 39 0.329 4.0 Ox 0 VIFx 10.0 75.0 m ba h 743 35 21 0.177 4.0 Ox 0 VIFx 33.1 125.0 st2 m br h 3013 142 123 0.171 7.0 Ox 0 VIFx 33.4 130.0 st2 m wlc h 1413 67 32 0.165 5.0 Ox 0 VIFx 39.9 130.0 st2 wic2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2 wic3-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 wic4-A h 955 45 25 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3 Bold/italic values have been manually overridden 2018 -Jan -1711,10:22 C wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 XiClk ... Specilic%Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = MJ8 Front Door faces, W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 281 380 0.189 697 10.0 0 x 0 VinlFlx st2 Peak AVF 302 224 0.165 553 10.0 0 x 0 VinlFlx st3 Peak AVF 241 205 0.174 545 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2018 -Jan -1711,10:22 C wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 XiClk ... Specilic%Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = MJ8 Front Door faces, W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 0x0 899 899 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACC% ... Specific\Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = NUB Front Door faces: W 2018 -Jan -17 11:10:22 Page 2 Level 1 Job #: Ashton- Starlight Brisson Performed for: Lot 97 - 1981 TL 3884 Loon Ln Sanford, FL 32773 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018 -Jan -17 11:10:37 am Preserve\Lot 97 -1981 TL.rup a -ala" VTR 1_/z" vTR VTR Jl Jl 2" A AUTO VENT KS LAV 201G LAV i a^ WC g" WC is 31. WM 3" SH 219 i rri 391 TUB O 9G I n co QO 2 <Q S1 07 rn PLAN 1981 PLUMBING RISER DIAGRA i BXTIIMWG LAYOUT NOTE: Contractor and owner ore to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. ry —rvvr "ul mens LEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer Sight Distance Easement S -Survey L5a' w l'V cc FP&L-Florida Power & Light PJ -plot a D. .-Deed Book 01 O.R.-Official Records Book a P.B. -Plat Book f- Fire Hydrant rz R013 -Reclaimed Water Meter Elev.-Elevation vim^ N Cable Box SP -Brick Paver m V C p FFE -Finished Floor Elevation y c Z`tn Cl -Curb Inlet v GTI -Grate Top Inlet CO 0 P.U.E.-Public Utility Easement BXTIIMWG LAYOUT NOTE: Contractor and owner ore to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. ry —rvvr "ul mens LEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer Sight Distance Easement S -Survey PRMRei. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light PJ -plot FFE -Finish Floor Elevation D. .-Deed Book Water Meter O.R.-Official Records Book M -Water Valve P.B. -Plat Book f- Fire Hydrant Pg. -Page R013 -Reclaimed Water Meter Elev.-Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box SP -Brick Paver 1) -Telephone Box SW -Sidewalk 13 -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTI -Grate Top Inlet A -Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet iNmo -Electric Handhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK CVM -Irrigation Control Valve P.K.-Parker Kolon Nall i -Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKD-Set P.K. & Disk L87768Gas Meter FIR -Found 1/2" Iron Rod LB7768 mm• -Existing Grade FIP -Found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 ^^%.--Drainage Flow Direction FCM-Found 4"x4• Concrete 10.0 Proposed Design Grade Monument PRM LB7778 As-Built/Existin Grodfl Note: Some items in above leaeno mov not be o0o icable 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. WYNDHAM PRESERVE - LOT 97 PLOT PLAN ZONING DATE t'' Ok to construct single family homeDIMENSIONNOTE: with setbacks and impervious areaProposedbuildingdimensionsP shown hereon are of the exterior. shown on plan. •3q. Z'ro '%r -p WYNDHAM PRESERVE LOT 97 LOT AREA CALCULATIONS LOT = 7,974 SQ.FT. LIVING AREA= 1,981 SQ.FT. GARAGE - 402 SQ.FT. ENTRY as 78 SQ.FT. DRIVEWAY 437 SQ.FT. PATIO = 182 SQ.FT. WALKWAY 40 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 39.1 X SOD = 4,845 SQ.FT. OFF LOT AREA CALCULATIONS R/W as 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD 258 SQ.FT. TOTAL AREA AREA 9.524 SQ.FT. DRIVEWAY = 551 SQ.FT. SIDEWALK = 350 SQ.FT. SOD = 5,103 SQ.FT. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERnCAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Pion is subject to matters shown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. S. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verged) eoeeoor000 e°° 1EL L ONLY ola`P 'ttiny 03! LY) Jy es D. L`9 'M SuNe ' -" LS6915FLORIDAPROFESSIONA %URVM* & MAPPER NO. ..... -»......... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL 1°l8A CYIA kCo,--T, cc V a 3zw10 N CD O V7 qj CC) aW O oyW Z Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone W DESCRIPTION: LOT 90, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drown: JE I Checked: JDL I P.C.: Data File:Bri sonEat-Pkd Date: 01 /20/18 Dwg: ilftored-toW Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r-- RECORD COPY PALMER ELECTRIC Starlight Homes 1981 LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER (3u 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA I1. GENERAL LOADS (NEC 2014 - 220.82(6)(11-(4)) LIGHTING 1981 Sq Ft Q 3VA/Sq. Ft 5.94 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 1 LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) G 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHENUENAIR GAS 1.50 I MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGERp1 V- 1 1 6 7.2030AMPPOOLCIRCUIT 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA IST 10 KVA (GENERAL LOADS) Q 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.58 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.8281] 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)) 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 150 AMPS MiTek' RE: W P0097 - W P0097 Site Information: Customer Info: Starlight Homes Lot/Block: 97 Address: City: Sanford Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY MITek USA, Inc. 6904 Parke East Blvd. Project Name: W P0097 Model: 1981 Tampa, FL 33610-4115 Subdivision: Wyndham Preserves State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date No. Seal# IIT130263591CJ5ATruss Name I Date 1 1 T13026342 1 A01 1/23/18 18 1/23/18 12 I T13026343 I A02 11/23/18 119 I T13026360 I EJ7 11/23/18 1 13 1 T1 3026344 1 A03 11/23/1 120 I T13026361 I EJ7B 11/23/18 I 14 I T13026345 I A04 11/23/18 121 1 T1 3026362 1 H1 11/23/18 1 5 IT130263461A05 1/23/18 22 1 T13026363 HJ7 1/23/18 6 1 T13026347 1 A06 1/23/18 23 1 T13026364 1 V3 1/23/18 7 IT13026348IA07 1/23/18 24 1 T13026365 1 V5 1/23/18 18 I T130263491 A08 11/23/18 I 19 I T13026350 I A09 11/23/18 110 I T13026351 1 A010 1 1/23/18 1 11 I T130263521 A011 11/23/18 1 112 I T13026353 I AO12 11/23/18 I 1 1 6 1113IT130263541A01311/23/18 I 1 8_ 114 1 T130263551 CJ 11/23/18 1nSANFO:D 115 IT13026356I CJ3 11/23/18 1 116 1T130263571CJ3A 11/23/18 I 117 IT 130263581 CJ5 11/23/18 1 OFpAR L% 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: Albani, Thomas 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. O • q2., N 9380 IZZ 13 STATE OF '4J - 0 R i`,0NA Thomas A. Albani PE No.39380 Mlrak USA, Inc. R Can 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Hip Girder 33566 1 1 I 1 8.130 5 5ep 15 2 ID:4xiZSyO5pnperCOHML 1 Og 1 2x4 11 5.00 12 2x4 II 5x6 W8= 4 26 27 5 28 29 6 30 31 78 32 33 9 20 11 34 35 10 36 37 11 713026342 07:22:12 2018 Page 1 vA Scale = 1:76.4 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 19 1846 47 17 48 49 16 15 4x6 = 2x4 II 4x6 = 20 11 7x10 = 20 II 4x6 = 20 11 B LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 4-8.'2X4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 OTHERS 20 SP No.2 REACTIONS. (Ib/size) 2=121810-8-0,20--4357/0-8-0,13=1217/0-8-0 Max Horz 2=-46(LC 32) Max Uplift 2=-406(LC 8), 20=-1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451/802, 3-4=-2319/802.4-5=-1 960/699, 5.6=-1959/699, 6-7=-846/2625, 7-9='-846/2625,9.10=-1964/698, 10-11=-1964/698,11-12=-2318/801,12-13=-2449/810 BOT CHORD 2-25=-726/2200, 24-25=-726/2200, 23.24=-674/2148, 21.23=-56/330, 20.21=-56/330, 19-20=-51/310, 17-19=-51/310,16-17=-669/2147,15-16=-68712198,13-15=-687/2198 WEBS 4.24=-85/603, 5-23=-579/355, 6-23=-639/1893, 6-21=0/349, 6-20=-3339/1129, 7-20=-6721408,9-20---3325/1126,9-19=0/354, 9-17=-647/1912,10-17=-580/357, 11-16=-87/601 Weight: 264 Ib FT = 20% Structural wood sheathing directly applied or 3-5-6 oc puffins. Rigid ceiling directly applied or 8-8-0 oc bracing. 1 Row at midpt 6-20,9-20 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsl; h=1511, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; 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 5x8 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 Ib uplift at joint 2, 1471 Ib uplift at joint 20 and 409 Ib uplift at joint 13. 4 y. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6,904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- VWW desryn parameran and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE CAGE 1107173 rev. 10037015 BEFORE USE. Doslgn valid la use only with Wek9 connectors. this design Is based only upon Ixxamoters shown. and Is la an Individual txddbng component not a truss system. Belae use. the Ixdk&V deslgm must verify Iho aWlcablilly or design "ametois and rxoperiy Worporale this design Into the overall btDcring design. Brochg Indicated Is to buckling of Individual Inrss web aril/or chord mornbers only. Addilbrwl lemr"ary and mimarienl bracing WOWprevent Is always regnlred too stability and to plevaH collapse wllh possible personal hkoy and Ixopxnty damage. roi general gtridatco iogaodiry the 6904 Parke East Blvdlabricollon, storage, delivery. erection and broct ng of trusses and info systems seeANSI/iPI l Oua91y Criteria, DSB-69 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefromtrtraRatetrisl1Me. 218 N. toe Street. Strife 312. Alexandria. VA 22314. Truss T13026342 A01 I Hip Girder Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07.22:12 201E ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-5hz 1 JIBIKF04ZxV2ZEmg2zAex1 KHvnliLwcd4 NOTES - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 Ib up at 7-0.0, 105 Ib down and 107 Ib up at 9-0-12, 105 Ib down and 107 Ib up at 11-0-12.105 Ib down and 107 Ib up at 13-0-12,1051b down and 107 Ib up at 15-0-12,105 Ib down and 107 Ib up at 17-0-12,1051b down and 107 Ib up at 19-0-12,105 Ib down and 107 Ib up at 21-0-12,105 Ib down and 107 Ib up at 22-4.0, 105 Ib down and 107 Ib up at 23-7-4,105 Ib down and 1071b up at 25-7-4,105 Ib down and 107 Ib up at 27-7.4, 105 Ib down and 107 Ib up at 29-7.4, 105 lb down and 107 Ib up at 31-7-4, 105 Ib down and 1071b up at 33-7-4, and 105 Ib down and 107 Ib up at 35-7-4, and 200 Ib down and 202 Ib up at 37-8.0 on top chord, and 320 Ib down and 109 Ib up at 7.0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0-12,81 Ib down at 13.0.12, 81 lb down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-12, 81 Ib down at 21-0.12, 81 Ib down at 22-4-0, 81 Ib down at 23.7.4 81 Ib down at 25.7.4, 81 Ib down at 27-7.4, 81 lb down at 29.7-4, 81 Ib down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35-7-4, and 320 Ib down and 1091b up at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.11=-54, 11-14=-54, 2-13=-20 Concentrated Loads (Ib) Vert: 4= -153(B)11= -153(B)24= -320(B)6= -105(B)21= -58(8)20=-58(8)7=-105(8)19=-58(B)9— 105(B)16=-320(8)26=-105(8)27=-105(8)28— 105(8) 29= -105(8)30= -105(B)31= -105(B)32= -105(8)33= -105(8)34= -105(B)35= -105(B)36=-105(8)37=-105(8)38=-58(8)39_ 58(B)40= -58(8)41=-58(8)42=-58(B) 43= -58(B)44= -58(B)45= -58(B)46= -58(B)47= -58(8)48=-58(8)49=-58(B) 0 WARNING - Verily dedgn penmerem and READ NOTES ON THIS AND INCLUDED NIrEK REFERANCE PAGE M67473 rev. IOMMIS BEFORE USE Design valid la use only vAth Mnek® connectors. This design Is based orgy upon paamelens shown. and Is for an trmdlvkW lidding component. not a lit= syslem. Bolore use, Ilia building deslgnei must verity the applicability of cknIgn pabannetois and properly Incoi paato this design Into the overall btAc&V design Biax:hg fixflcaled Is to prevent b ucldIrV of IrxfivkAxi tura web ~/or chord members only. Additional temporary and permanent txacing MOW Is always seguired fa stability and to prevent collapse with possible personal Inf ry and property damage. for general guidance reWcAr g the fabftallon sloKW, delivery, erection aril bnalclng of lnrsses and In= syslenr. secANSI/Mi I Quality Criteria. D56.69 and SCSI Building Component 6904 Parke East Blvd. Safety Information arvallable from lrura Rate Instlnne. 218 N Lee Streel, Sm4lo 312. Alexandria. VA 22314. Tompo. FL 33610 Job Truss Truss Type Oty Ply WPOO97 LUMBER- BRACING - 6904 Parke East Blvd. TOP CHORD 20 SP No.2 'Except' TOP CHORD 713026343 WPOO97 A02 Hip 1 1 1 Row at midpt 5-17,8-13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0 Job Reference (optional) Vurloers rrrstJOUfce, I amps, nam s.ny, mime oouoo v.. w a _.V ...—...... . — ......o,..o.,, — . __ ...... ID:4xrZSyO5pnperCOHML1OglzP836-N 1 uhniH2hPu5uOXOUCOTgRzvlrmZ2?uNXCgySUzsY90 1.0 0 5.7.6 9 0 0 15.8.14 22.4.0 28.11.2 35.8.0 39-0.10 44.8 .0 45-e p 1.O 57.6 I 34-10 6.8 14 I 6 7.2 6 7.2 I 6 8 14 34.10 } 5.7.6 0 5.00 F,2 20 II 6x8 — 5x8 = 5x8 = 5x8 = 6x8 = 4 S 6 7 8 9 Scale n 1:76.1 5x6 = 17 16 15 14 13 5x6 = 5x8 = 7x10 = 5x6 = 7x10 = 5x6 = v 2 — tq LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.74 BC 0.26 WB 0.52 Matrix -SH DEFL. in Vert(LL) -0.33 Vert(CT) -0.61 Horz(CT) 0.13 hoc) Well Ud 15 >999 240 15 >863 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 277 lb FT = 20% LUMBER- BRACING - 6904 Parke East Blvd. TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. 4-6,6.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-4.3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-17,8-13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0 Max Horz 2=-57(LC 13) Max Uplift 2=-477(LC 8). 11=-477(LC 9) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3598/2258, 3-4=-3395/2064, 4-5=-3153/1963, 5-7=-4957/2959, 7-8=-4957/2959, 8.9=-3153/1963, 9.10_ 3395/2064, 10.11=-3598/2258 BOT CHORD 2-17=-1996/3246,16-17=-2504/4521, 15-16=-2503/4524, 14-15=-2471/4524, 13-14=-2472/4521,11-13=-1900/3246 WEBS 3.17=-162/349, 4.17=-578/1022, 5-17=-1635/932, 5-15=-279/562, 7-15=-340/293, 8-15=-280/562,8-13=-1635(931,9-13=-578/1022,10-13=-162/349 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511; Cat. 11, Exp C; Encl.. GCpi=0.18, MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5-0.0, Exterlor(2) 5-0-0 to 45.8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber D0L=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 20.0psl 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. 6) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=477,11=477. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • Verily design Pwameten and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M&7473 rev. 100.31015 BEFORE USE Design valkl la use only vAlh MlleW connectors. This design Is leased only upon paameters shown. and is la an Individual brildi ng component not a fruss system. Before use. the MJlding desklner must verity the cWlCablity of design Ixsamelers and pxoWly Incorporate this design Into the ovoiall building design. Bracing Indicated Is to prevent Melding of ImlNldud iniss web and/or chord members orgy. Addillo nal tempotary and p ennament bracing WOW is always recSJred lot stability and to rxevent collapse wllh possible personal snb/y and property damage. For general guidance regaalng the, Iatxtcotbn, slaage, delivery, erectlon and Traci nth of Misses and in= systems seeANSI/1PI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avclkrble from lniss Rate Institute, 218 N. Lee Street. Scdte 312, Alexadlrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WPOO97 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 15-16 >999 240 MT20 244/190 TCDL 7.0 713026344 W POO97 A03 Hip 1 1 WB 0.89 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -SH Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 5.13o s Sep ib zo17 MiTekek Industries. Inc. rue .ran z3 07.22:20 zap a rage 1 ID:4xiZSyOSpnpciCOHMLI Ogt zP836•sDS3_t HgS10yWA681wiNIV2W F7BnNLXmsZV_wzsY9n 11.0.0 18.7 4 26.0.12 33 8.0 22:2'-12 44-8 0 45.8-p 1.4 St -6 510.10 7.7.4 7.5-8 7.7.4 51010 5.1.6 40 5x8 = 5.00 F,2 2x4 11 4x6 = 3x8 = 5x6 = 8 Stale = 1:76.1 3x4 3 SPACING- 2.0.0 CSI. DEFL. in (roc) Well Ud 3x4 9 TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 15-16 >999 240 MT20 244/190 v 10 11 q o Ig6 5x6 = 19 18 17 16 15 14 13 12 5x6 = 2x4 II 4x6 = 5x8 _ 5x8 = 2x4 II 5x8 _ 5x8 = 2x4 II LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.57 15-16 >924 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -SH Weight: 262 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied 4-6: 20 SP M 31, 6-8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-11.0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at micipt 7-16.7-13 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1700/0.8.0, 10=1700/0-8-0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10=-457(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3637/2278, 3-4=-3239/1977, 4-5=-3874/2397, 5.7>3874/2397, 7-8=-2954/1893, 8-9=-3231/1970,9.10=-3641/2283 BOT CHORD 2-19- 2031/3291, 18-19=-2031/3291, 16.18=-1593/2943, 15.16=-2095/3887, 13-15=-2095/3887,12-13=-1937/3295,10-12=-1937/3295 WEBS 3.18=-386/469, 4-18=-149/406, 4-16=-626/1198, 5-16=-429/369, 7-15=0/301, 7-13=-1204/638, 8.13=-451/875, 9-13=-398/481 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind. ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.1-6, Exlerlor(2) 5-1.6 to 45.8-0 zone; cantilever left and right exposed 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 five loads. 5) ' 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 tit 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 (jt=lb) 2=457,10=457. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Vestry dasryn Paramaran and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO -7473 rev. 149=015 BEFORE USE. Design valid fa use ordy with Mtlek® connectors. this design Is Iced only upon Ioxlmelers shown. and is for an lxdvIdual building component, not a truss system IlWoio use, to ba4lalng desIg et must vestry Ire applicability of design paianetois and proreily Incor oiate this design Into the overall building design. Bracing Indicated Is to bucldktV Indivldual trim web and/or chord members only. Additional tempaay and permanent txWng WOWprovenlof ts always iecaLed lot stability and to lxevenl colicpso wllh ross"o personal hkny and property damage. roi general guidance nogaidlng the 6904 Parke East Blvd. labnlcalbn, sloasge. delivery. erection and tracing of Inssses and Iniss systems seeAN51/iPl I Quality Criteria, DS11-69 and SCSI BuDftg Component Ur po. FL 33610SolelyInformationalvaltciNefromlnissPlateInstitute, 218 N. lee Streel.."le 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0097 LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' 713026345 WP0097 A04 Hip 2 1 WEBS 1 Row at midpt 7-13 14.17. 20 SP No.2 Job Reference (optional) ouruens rnsrovumv, aampa, earn %,ny, roma oouou vvy , • "yo ID.4xiZSy0SpnperCOHMLI 091 zP836•KPORCNIID08o8Khnbd0xw52EvIKsWvEg7WJ3XMzsY9m 1.0.0 7.7.12 13.0 0 19.3-4 25.4.12 31.8.0 37 .0.4 44.8.0 4 •8 1.0.0 7.7.12 5 4.4 i 6 34 I 6.1.8 6.34 1 5.4.4 1 7.7.12 6 Scale a 1:79.5 3x8 = 5x8 2x4 II 06 = 5x6 = 500(12 4 5 67 8 1 5x8 STP = 19 18 ' r 16 15 13 12 1.5x8 STP = 4x6 = 2x4 II 3x4 = 4x6 = 3x8 = 2x4 II 06 = 3x8 = 2x4 11 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 CSI. Plate Grip DOL 1.25 TC 0.79 Lumber DOL 1.25 BC 0.78 Rep Stress Iner YES WB 0.53 Code FBC20171TP12014 Matrix -SH DEFL. Vert(LL) Verl(CT) Horz(CT) in (loc) Well Ud 0.33 15-16 >999 240 0.62 15-16 >848 180 0.20 10 n/a Na PLATES GRIP MT20 244/190 Weight: 232 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. 4.6,6.8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.t 'Except' WEBS 1 Row at midpt 7-13 14.17. 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8.0 Max Horz 2=81 (LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3524/2169, 3.4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7-8=-2720/1784, 8.9=-2988/1873, 9-10=-3523/2170 BOT CHORD 2-19=-1881/3157, 18.19=-1881/3157, 16-18=-1430/2707, 15.16=-1719/3249, 13.15=-1719/3249,12-13=-1788/3157,10.12=-1788/3157 WEBS 3-19=0/276, 3-18=-539/529, 4.18=-226/416, 4-16=-419/833, 5.16=-352/306, 7-13=-822/416,8-13=-487/851,9-13=-539/530,9-12=0/276 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cal. 11; Exp C; Encl., GCpI_-0 18; MW FRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 45-8-0 zone; cantilever left and right exposed 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 psl 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 01=1b) 2=437,10=437. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 "RNWG • Vaulty deslyn penmelerr 4rM READ NOTES ON THIS AND rNCLUDED MITEK REFERANCE PAGE M67473 rev. 10011015 BEFORE USE Design vdld for use only with Mitek® connectors. If& design h basad only upon paameters shown. and h la an hdlvidu l lxreding component not a truss system. Bolae use. Iho NAdng designer must verity the oWIcabally of design poiamelois and property hcorpoiale this design Into the oveldl brAdng design ®oehg Indicated h to rwckthg of individual truss web aKJ/or chord members only. AddllorxD lernporary axf penrwnenl hoeing MiTekprevent Is dwoys required la stabalty and to prevent collapse wllh posUle personal diary and property damage. for genercil guidance regaling the 6904 Padre East BlvdlcrirlcalkxLslorcge. delivery. erection and tracing of trusses and truss systems. seeANSIMII Quality Criteria, DSB•89 and BCSI Building Component Ternga, FL 33610SafetyinformationavdklblefromInnsRaleinstitute. 218 N. Lee Sheet, Suile 312, Alexancift VA 22314. Job Truss Truss Type Oty Ply WPOO97 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 713026346 WPOO97 A05 Hip 2 1 BC 0.94 Vert(CT) -0.59 13-15 >895 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) MUMS I-Irslbource, Iampa, mam Vlry, roma."*aa o.rovaoey iacvir m1vvwmuuau1va,nR.. ray. , nperCOHML 1 Og 1 zP836-ocapPlJwzKGIITGz9KyAS4bMn3eaFNapDA2c3pzsY91 Scale = 1:81.0 5.00i12 5x8 = 2x4 II 5x8 = 5 6 7 1.Sx8STP= 18 1710 `. 15 13 12 1.54 STP= 4x6 = 20 11 4X6 = 3x8 = 30 = 20 11 4x6 = 30 = 4x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13-15 >895 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -SH Weight: 226 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpl 3-17,9-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8-0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10=-417(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3561/2217, 3-5=-2851/1783,5-6=-2893/1905, 6.7==-2893/1905, 7-9=-2851/1783, 9.10=-3561/2217 BOT CHORD 2.18=-1933/3197, 17-18=-193313197, 15.17=-1325(2562, 13.15=-1306(2562, 12-13=-1840/3197,10-12=-1840/3197 WEBS 3.18=0/314,3-17=-704/660, 5.17=-198/491,5-15=-2661600.6-15=-443/372, 7-15=-266/600,7-13=-1981491,9-13=-704/660,9-12=01314 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C -C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5.0-0 to 45.8-0 zone; cantilever left and right exposed 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=417,10=417. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. verify desryn pennwars and READ N07Es ON 7NIS AND WCLUDEO M nK REFERANCE FADE MD -7473 rev. 1093WIS BEFORE USE Design valid too use orgy wlih Ml leM connectors. Ills design Is lased only ttpon pmamelers shown. andis lot an IrdlMdual txAdhg component not a buss system. Belooe use. the Ixilalng deslgneo must verity the apdicobalty, of design paoamoters and properly Incogooate this design Into the overall building design. Brachg Indicated Is to bucldhp of I dlMdtdl Win web and/of chord members orgy. Additional temporary and penmawnl bracing MiTekprevent K always neWied for slabltlly and to pxevent collcm wllh toslAo personal hpny and property damage• rot general guidance regading the 6904 Parke East Blvd. Mrlcatton, storage, delivery, erection and Uachg of trusses and tnis systema seeANSI/iPI l Quality Ctlterlo, DSB-69 and BC$1 Wading Component Tampa. FL 33610SafetyInformationavaltabtefromlnisPlateIruntule, 218 N. tee Street. Stile 312, Alexanctrks. VA 22314. Job Truss Truss Type Ory Ply WPOO97 loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 713026347 W P0097 A06 Hip 2 1 Lumber DOL 1.25 BC 0.99 Verl(CT) -0.62 18-20 >852 180 Job Reference (optional) twnoers rrrstaource, I ampa, rranr L'Ity, rronoa 10000 5.00 52 5x6 = 6 0. I JV i ovv 1.7 LV 1 / IV111 tln IIIYVJIIItlJ, II W. 1 Vtl Jtll I LJ V I.LG.LJ LV I p =atl / IcrCOHML1091zP836-Go8Bd3KYkeOWNdr9j2TP?H7bMSz1 olzSgo9bFzsY9k 32-11.1 I 38.8-6 44.8.0 45.Of631say611.10 0 Scale = 1:78.0 3x8 = 5x6 = 7 8 3x8 = 4V IV 18 Co 17 Lr t6 l0 1.. 3x8 30 = 06 = 20 II 3x8 = 30 = 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.73 Vert(LL) 0.31 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Verl(CT) -0.62 18-20 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.21 12 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH Weight: 244 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpi 7-18,7-16 REACTIONS. (Ib/size) 2=1700/0-8-0,12=1700/0-8-0 Max Horz 2=104(LC 12) Max Uplift 2=-418(LC 12), 12=-418(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3562/2280, 3-5=-3380/2197, 5.6=-2635/1724, 6-7=-2391/1651, 7.8=-2391/1651, 8-9=-2635/1724, 9.11 =-3380/2197, 11-12=-3562/2281 BOT CHORD 2-20=-2010/3200, 18-20=-1586/2794, 17.18=-1289/2526, 16-17=-1289/2526, 14-16=-1550/2794,12-14=-1916/3200 WEBS 3-20=-222/369, 5.20=-306/485, 5.18=-572/529, 6-18=-424/734, 7.18=-393/166, 7.16= -393/166,8.16= -424!734,9-16=-572/529,9.14=-306/485,11.14=-222/369 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exledor(2) 5.0.0 to 45.8.0 zone; cantilever lett and right exposed 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 psi 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 100 lb uplift at joint(s) except Qt=1b) 2=418,12--418. 3 Ig Thomas A. Albani PE No.39360 MiTok USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vedly deOgn paromaters and READ NOTES ON THIS AND NCLUDED AUfEK REFERANCE PAGE N67473 rev. 1I 0MIS BEFORE USE Design valkl lot use only ami Mllek® connecbrs this design Is based only upon parameters shown, and Is for an Individual building component. not a truss syslern. Before use, the buildirIg designer must verily Ilia appllcabliIN of design parameters and poperiy incorporale W& design Into the overall btsdirlg design. ®acing Indicated Is to buckllrlg of Indlvkltxll tans web and/or chord members only. Addillonal temporary and perrnanenl bracing WOWrxevenl Is always required for stability and to p3evenl collarAe with possible personal Inkav and property damage. For general guidance regarding the labrkballon, storage, delivery, erection and bracing of Inissesand Inrsssystem- seeANSI/TPII Quality Criteria, 0311-69 and SCSI Building Component 6904 Parke East Blvd Safety Information ovcAable from Lust Rate InsOhrle. 218 N. loo Street. stille 312. Alexandtlo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WPOO97 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 20 SP No.3 WEBS 7130263481 W POO97 A07 Hip 2 1 FORCES. (Ib) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= -3545/2254,3 -5=-3039/1969,5.6=-2461/1649,6-7=-2219/1594,7.8=-2461/1649, 8-10=-3039/1969, 10-11=-3545/2255 Job Reference optional) 1 Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:24 2018 Page 1 ID:4xiZSyO5pnpciCOHML1OglzP836-k_hagPKAVxXN1nOLGl eXV91RsJ-jIz6hUXj7hzsY9j 0- 7.0 0 12.7.15 19.0 0 25•&0 32.0 1 37.7-12 44.8.0 4 •8 0• 757 5 7-11 6.4.1 LN -N 6-4-1 57.11 7.0.4 4 5.00 f 12 5x8 = 5x6 = Scale = 1:81.0 1.Sx8STP= 20 18 7° 17 Cd 16 11) 14 13 1.54 STP= 3x8 = 20 11 3x4 = 4x6 = 30 = 3x8 = 4x6 = 3x4 = 20 I; 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 CSI. Plate Grip DOL 1.25 TC 0.90 Lumber DOL 1.25 BC 0.95 Rep Stress Incr YES WB 0.40 Code FBC20171TP12014 Matrix -SH DEFL. in (loc) Well Ud Vert(LL) 0.30 17 >999 240 Ven(CT) -0.55 17-19 >969 180 Horz(CT) 0.21 11 n/a n1a PLATES GRIP MT20 244/190 Weight: 243 Ib FT = 2046 LUMBER- BRACING - a 1puss system Bofoie use, the bWdng designer must verify the applicability of design paparnotors and pioporfy Incowpoiale this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 20 SP No.3 WEBS 1 Row at midpt 5-17,6-16,8-16 REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0 6904 Parke East Blvd. Max Harz 2=116(LC 16) Torrpo, FL 3361 D Max Uplift 2= 432(LC 12), 11=-432(LC 13) FORCES. (Ib) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= -3545/2254,3 -5=-3039/1969,5.6=-2461/1649,6-7=-2219/1594,7.8=-2461/1649, 8-10=-3039/1969, 10-11=-3545/2255 BOT CHORD 2-20=-1966/3179, 19-20=-1966/3179, 17.19=-1536/2752, 16-17=-1097/2218, 14.16=-1507/2751, 13.14=-1873/3179, 11-13=-1873/3179 WEBS 3.20=0/259, 3-19=-497/485,5-19=-182/403,5-17=-707/576,6-17=-3281594, 7-16=-319/584, 8-16=-706/575, 8-14=-182/402,10-14=-497/486,10-13=0/259 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VuIt=140mph (3 -second gust) Vasal=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0.0 to 45-8-0 zone; cantilever left and right exposed 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=432,11--432. gl Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Dote: January 23,2018 0 "RNWG . V4Ay dadpn Pm.rn.tM and READ NOTES ON THIS AND WCLUDED WEK REFERANCE PAGE 619.7473rov. 10931015 BEFORE USE Design valid lop use only calm Mllek0 connectors. this design Is based only ulxxl paaneters shown, and Is foi an Individual ixAdblg component. roof a 1puss system Bofoie use, the bWdng designer must verify the applicability of design paparnotors and pioporfy Incowpoiale this design Into the overall building design. Racing Indicated is to peveni buckling of IndNkfual Inns web and/or chord members only. Additional ternporary and peimanenf bracing MiTek Is always ieagbed for slabltty and to prevent collapse with possible personal "and ppopeAy damage. for general guldance iWasdng Phe fabricallm storage, delivery, erection and bracing of trusses and truss systems, wANSIjWI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rale hnllhrle. 218 N. Leo Street. Salle 312. Nexaxfrlo. VA 22314. Torrpo, FL 3361 D WPOO97 1A0 IHip 12 I 1 I T13026349 lrslSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 MIT9N Industries, Inc. Tue Jan 23 07:22:25 2018 Mage 1 ID:4x1ZSyO5pnperCOHML 1 Ogt zP836•CBFy2lLoGFIEdx7YgSVt4iCu6GfMSjTGw8HGgersY9i 0 6.11.14 13.8.14 21.0.0 23.8.0 30.11.2 37.8.2 44.8.0 45.8- 0 6 11.14 6 9 0 7.3.2 2.8.0 7.3 2 6 9 0 6-11-14 0• Scale = 1:81.0 5.00 F,2 5x8 = 5x6 = 1.SxBSTP= 18 17 10 91 15 14 --12 11 1.SxBSTP= 3x8 = 2x4 11 30 = 4x6 = 30 = 3x8 = 06 = 30 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 CSI. TC 0.91 BC 0.94 WS 0.58 Matrix -SH DEFL. in (loc) l/dell Ud Vert(LL) 0.31 15-17 >999 240 Vert(CT) -0.59 15-17 >899 180 Horz(CT) 0.21 9 nta Na PLATES GRIP MT20 244/190 Weight: 252 Ib Fr 20% LUMBER- BRACING - a buss syslein. Before uso. Iho "ding designer must verity the c"Al :obllty of design rxnomoters and pioporly Incorporate Ihk design Inlo the overall building design. Biocing Indicaled Is to prevent truckling of Indk4d u>f tnrs web and/or chord members only. Additional lern"ary and pesmarenl braclng TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15.5-14,7-14 REACTIONS. (Ib/size) 2=1700/0-8-0,9=1700/0-8-0 Max Harz 2=128(LC 12) Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3551/2278, 3.4=•2980/1943, 4.5=-2288/1570, 5-6=-204611531, 6-7=-2291/1572, 7-8=-2979/1943, 8.9=-3552/2278 BOT CHORD 2-18=-1989/3185, 17-18=-1989/3185, 15.17=•1511/2704, 14-15=-982/2042, 12-14=-1486/2703,11-12=-1896/3186,9-1 1=-1896/3186 WEBS 3-18=0/275, 3-17=-556/527, 4.17=-161/459, 4-15=-844/669, 5-15=-372/594, 6.14=•362/590, 7.14=-840/666, 7.12=-160/456, 8-12=-557/528, 8-11=0/276 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140Mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.0.0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed 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 psi 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except 01=lb) 2--446,9--446. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cort 66U 6804 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Verify dation pan eaten and READ NOTES ON THIS AND INCLUDED NrlEK REFERANCE PAGE UP -7073 ray. 1MM16 BEFORE USE Design vatkt for use only wllh Mllok®conneclors. This design B Lased only upon rxxaneten shown. and Is for an Individual tAdding component, nol a buss syslein. Before uso. Iho "ding designer must verity the c"Al :obllty of design rxnomoters and pioporly Incorporate Ihk design Inlo the overall building design. Biocing Indicaled Is to prevent truckling of Indk4d u>f tnrs web and/or chord members only. Additional lern"ary and pesmarenl braclng MiTek Is always required for slabil ty and to rAevent cdlgre wllh possible personal b*sy and rropedy drnnago. rot general gldanco reWdIng rte kAwlcclllm storage, delivery, erection and bracing of fnsssm and trcrs systems, soeANsl/1PI I Quality Criteria, OSS -89 and SCSI Sunding Component 6904 Parke Easl Blvd. Safety Information clvc/krtle from lnrs Plate Inslikde. 218 N. tee Street- Sulle 312, Alexcaxlrkl, VA 22314. Tarrpo, FL 33610 Job Truss Truss Type City Ply WPOO97 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 713026350 W POO97 A09 Common 7 1 Verl(CT) 0.51 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1 ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-BZNiSRN3osvysF8wy0(L971Dd4OOweJYNSmNkOzsY9g 1.0• 7. 11.6 15.7.6 22.4.0 29.0.10 36.8.10 44.8.0 8• 0• .1, .6 7.7.15 6610 6.8.10 7-7.15 7.11.6 -0 l s 5x6 = 5.00 ri2 Scale = 1:75.0 44 = 18 17 — — 15 " 13 12 axo 2x4 II 4x6 = 3x8 = 3x4 = 30 = 4x6 = 2x4 II LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Verf(LL) 0.32 15.17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Verl(CT) 0.51 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.49 Horz(CT) 0.19 10 We rl/a BCDL 10.0 Code FBC20171TP12014 Matrix -SH Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 1.4,8-11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 3.9.13 oc bracing. BOT CHORD 20 SP No 1 'Except' WEBS 1 Row at midpi 6.15, 7-15, 9-13, 5.15, 3-17 14-16:20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8.0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10. 454(LC 13) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2527, 3-5=-2815/2123, 5-6=-2170/1814, 6.7=-2170/1814, 7-9=-2815(2123, 9.10=-3530/2527 BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17=-1613f2524, 13-15=-1619/2524, 12-13=-2113/3164,10-12=-2113/3164 WEBS 6-15=-943/1286, 7-15=-840(755, 7-13=-2021492,9-13=-713/634, 9-12=0/330, 5-15=-840!/55, 5-17=-202/492, 3-17=-713/634, 3-18=0/330 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi--0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0.0, Exterior(2) 5.0-0 to 22-4-0, Comer(3) 22-4.0 to 28-4-0 zone; cantilever telt and right exposed; 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 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 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 (jt=1b) 2=454,10=454. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • V#d#y dedyn Perimeters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE Ma -7473 rev. 1041MIS BEFORE USE Desigl valid low use ordy wlm Mnek0 connectors. Trb de4n is txssed orgy ulwn parameters shown, oral Is to o1 hdMddxl btAding coinlwnenl. not corlato this design Into Tho overallofsignparametersandrAopeilyhwraTrusssyslein. Maio e. the IwIIdIng designer must verify the alxlkatsll fy deus briding design. bochg Irxdkated Is to provoni budding of hdNk7ual truss web and/or chord members orgy AdditkxxA lemporay and permanent bra^abw MiTek Is always secluked for statAly and to prevenl cdlopse Min possUe, personal"and property damage. ror gonerd guklolce segasdng the fabrlcatlon. storage. dellvery. orecllon and bracktg of fusses and truss systems seeANSI/TPI I Qualify Criteria, DSB-89 and BCSI Bupoing Component 6904 Parke East Blvd. Safety information cr"able horn buss Plate Institute. 218 N. lee Street. Sidle 312, Alexcuxlrlo. VA 22314. Tampa. FL 33610 A010 I Root Special 11 I 1 8.130 s Sep 15 2017 rC0HML1Oa1zP836- 6x8 = 5.00 F,2 4 7x10 = 2x4 II 5x8 = 5x8 = 6x8 = T13026351 22:13 2018 Paae 1 Scale = 1:78.8 5x6 = cu 19 re 17 16 14 13 5x6 = 4x6 = 5x8 = 5x8 = 2x4 II 5x8 = 2x4 11 6x8 = 5x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.52 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.11 11 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 20 SP N0.2 'Except' TOP CHORD 1-4: 2x4 SP M 31, 5.7,7.9: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8.0, 11=1700/0-8-0 Max Horz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11=-515(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3686/2686, 3.4=-3437/2465, 4-5=-380112723, 5.6==-4027/2771, 6-8=-402612770, 8-9=-2980/2234,9-10=-3251/2290,10-11=-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17.19=-2101/3448, 16.17=-2309/3843, 14-16=-2309/3843,13-14=-2301/3297,11-13=-2301/3297 WEBS 3-20=-353/550,4-20=-380/502, 4-19=-1469/2251, 5-19=-1973/1408, 5-17=438/816, 6-17=-414/358,8-14=-1056/681,9.14— 532/904,10.14=-379/486 PLATES GRIP MT20 244/190 Weight: 284 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 6-5.6 oc bracing. 1 Row at micipt 8.14 NOTES - 1) Unbalanced rool live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Corner(3) -1-0-0 to 5.1-14, Exterior(2) 5.1.14 to 12.8-0, Corner(3) 12-8.0 to 39-6-10, Exiedor(2) 39.6.10 to 45.8.0 zone; cantilever left and right exposed; end vertical lett 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 psi 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 Ib uplift at joint 2 and 515 Ib uplift at joint 11. 0 2 — tg Thomas A. Alberti PE No.39360 MiT9k USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VaUy dedyn PMmerms and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M67473 rev. IM"VIS BEFORE USE DesVn valid for use only vAlh MflokO connectois. Ir6 dosign h based only upon paameters shown, and h for an hdh4dxll ixddlrlg comtwrlent, not syste. Below use. the bulkAng closlgnei masa ve4h the oWIcabilty, of design pxnanolets otx! properly hlcorporate Ihh doskjn Into tho overallotrussm bBdng deskin. ®acing Incllcated Is to prevent brckft of Irxllvkk" Inns web axl/a chord rnembeis only. AdcAllonal temporary and permanonl bracing WOW Is always iegtAred la sfalxllty, and to prevent collafx a vnth possible personal blurry and Ixoperty, damage ra general gtsldalce regarcAng the Ict<xballon, stotago, delivery, erectlon alct txachV of htmes and him systems. seeANSI/IPI l Quality Criteria, DSS -a9 and SCSI Wllding Component 6904 Parke East Blvd. Safely IMormaaon ovallctble horn truss Rate bnAtute. 218 N. lee Sheet, Stdte 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply IWPO097 a buss system. &;lora use. the building designee must verity the oppllcabllly of design lx]ranelors and properly i ncoelweale this design Into the overall Indicated Is to bueklhg WKWId tram web dnd/a chord rnernbers only. Additional lemporary and perrnonenl b; crIng 6.1.3 9.0.0 Plate Offsets (X Y)-- 713026352 WPOO97 A011 Roof Special 1 1 LOADING (psf) SPACING- 2-0-0 Job Reference (optional) tsmtaers mrstsource, Pampa, riani,.ity, rionoa a0000 1 i, 5.00112 o. wv a vvy u cu, mn en nwumnoa, ,, w. r u ID:4xiZSyO5pnperCOHMLI Ogt zP836-VFIAxKDXdAOIOPEdFMKXgboHyEIS660ncasl 29.6.13 35.8.0 38.11.5 44.8.0 45• 5.11.7 6 1.3 3 3 5 5-8-11 •i 5x8 = 5x6 = 3x4 = 3x4 = 5x6 = 4 5 6 2x4 11 3x6 = 5x8 = Scale = 1.79 4 3x6 = 24 23 22 21 20 19 18 1716 15 3x6 = 2x4 If 30 = 3x6 = 5x8 = 30 = 3x4 = 3x6 = 6x6 = 3x6 = AJ, .CA —7_O_n _7_7 9LA_m Daa.ra as an AA.R n 5.2.3 5.9.13 3.4.0 2-0.0 •4• 5.11-7 Design valid for use only wlln Mnek® connectors. INs design Is based only upon parameters shown, and Is toe an 1hd1Vk1J01 btddhg component, not 1.8.8 4.2.13 a buss system. &;lora use. the building designee must verity the oppllcabllly of design lx]ranelors and properly i ncoelweale this design Into the overall Indicated Is to bueklhg WKWId tram web dnd/a chord rnernbers only. Additional lemporary and perrnonenl b; crIng 6.1.3 9.0.0 Plate Offsets (X Y)-- 14.0-5-12 0-2-81 15:0-3.0 0.2-41 111:0-5-120-2.81 113:0-4-2 0-1-81.120:0.3-8,0-3-01 Torrpo. FL 33610 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 13-15 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.32 13-15 732 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 240 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP NO.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8.0. lb) - Max Harz 2=70(LC 16) Max Uplift All uplift 100 Ib or less at joints) 18 except 2=.164(LC 12), 20=-485(LC 9), 13=-275(LC 13) Max Grav All reactions 250 lb or less at joints) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24), 18=343(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/647, 3-4=-3151230,4-5=-37/304. 5-6=-64/344, 6.7=-538/970, 10-11=-881/677, 11-12=-1178/905, 12-13= 1421/1152 BOT CHORD 2-24=-503/759,23-24=-503/759,20-22=-741!704, 19.20=-970/875, 18.19=-339/881, 16-18=-339/881, 15-16=-559/1061, 13-15=-944/1261 WEBS 3-23=-573/623,4-23=-191/356,4.22=-646/548, 5.22=-274/176, 6-22=-599/912, 6.20=-690/537, 7-20=-944/673, 11-15=-234/398, 12.15=-256/473, 11.16=-241/258, 7-19=-774/1192,10-16=-54/267, 8-19=-318/278,10-19=-929/667 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5-2-3, Extedor(2) 5.2-3 to 11-0-0, Comer(3) 11-0-0 to 14.4.0, Extedor(2) 16-4-0 to 45.8-0 zone; cantilever lett and right exposed ; 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 pst 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 100 Ib uplift at joint(s) 18 except 01=1b) 2=164,20=485,13=275. Thomas A. Albani PE No.39360 MiTok USA, Inc. FL Cert 6634 6904 Parko East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Verdi, design psremshsn and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE OW7473 rev. 1099 IS BEFORE USE Design valid for use only wlln Mnek® connectors. INs design Is based only upon parameters shown, and Is toe an 1hd1Vk1J01 btddhg component, not a buss system. &;lora use. the building designee must verity the oppllcabllly of design lx]ranelors and properly i ncoelweale this design Into the overall Indicated Is to bueklhg WKWId tram web dnd/a chord rnernbers only. Additional lemporary and perrnonenl b; crIng MiTek' building design Wachg prevent of xll Is always redltlied lot stability and to Ixevenl collcI a vAlh possible personal hely and ixopeM damage. Foe general guldanco iegaidlhg the labricatkxL stadlgo, delivery erection and brochg of inrsses and hrss systems. seeANSe/IPI I Quality CrltMo, DSB-89 and BCSI Buadhg Component 6904 Parke East Blvd. Safely Information drvdlable from Inks Plate hsnlUte. 216 N. Lee Street. Suite 312, Adexcxxhkx VA 22314. Torrpo. FL 33610 Job Truss Truss Type Oy Ply WPOO97 20.0 Plate Grip DOL 1.25 TC 0.93 713026353' WPOO97 A012 Root Special Girder 1 1 0.0 ' Rep Stress Incr NO WB 0.79 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:16 2018 Page 1 ID:4xiZSyO5pnperCOHML1OglzP836-zSDY8gE000WW 1Yppo4rmDpLL?eeGravxrEblr9zsY9r l•oo aS0 fr-60 12.60 1640 1640 , 2600 31.32 97.4.9 97r8.04045 4460 15' 0 SSO 37.0 38.0 39.0 2.0.0 .if 632 61.9 038 2.65 4311 1.60 5x8 = 5.00 12 2x4 II 5x8 = 5x6 = 5 6 7 5x8 = 3x6 = Sx8 = Scale = 1:79.4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 / 6 15 3x6 = 20 11 3x8 = 3x6 = 3x6 11 44 = 20 V 3x6 = te•4o SSO 8.00 •&o I 164.0 7.4 2ta•z zso•o I zbza 94.317 97•bo 1 464.5 t u— SSO 370 N 360 332 34.74 32.7 6tL 3.4.3 2.65 4.3.11 LOADING (psi)SPACING- in (loc) 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 BCDL 10.0 Code FBC2017rrP12014 Matrix -SH DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.0817-19 999 240 MT20 244/190 Vert(CT) 0.1917-19 999 180 Horz(CT) 0.04 13 Na We Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3.1.4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 20 SP No 3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100 Ib or less al joints) 22 except 2=-243(LC 27), 20=-930(LC 5), 13=-409(LC 9) Max Grav All reactions 250 Ib or less at Joinl(s) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20), 22=270(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/413, 3-4=-788/381, 4-5=-6321410, 5-6=-632/410, 6-7=-415/360, 7 -8= -264/895,8.10= -219/352,10-11=-1581/618,11.12=-19001789,12.13=-2089/794 BOT CHORD 2-27=-362/1009,26-27=-362/1009, 25-26=-2431743,23-25=-211/396,22-23=-310/346, 21-22=-310/346, 20-21. 1657/566, 19-20= 1657/566, 17.19=-504/1138, 16-17=-635/1761, 15-16=-666/1852,13-15=-666/1852 WEBS 3-26=-380/169,4-26=-65/274, 6-25=-178/660, 6-23=-553/165, 7.23=-147/573, 7-21=-1002/345, 8-21=-277/1010, 8-20=-2629/931, 11-16=-104/372, 8.19=-628/2073, 10-19=-1688!730,10-17=-79/675,11-17=-261/188 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=1511; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; 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 30 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 22 except 01=1b) 2=243,20=930,13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 109 Ib up at 25-7-4,145 Ib down and 107 Ib up at 27-7-4,145 Ib down and 107 Ib up at 29-7-4.145 Ib down and 107 lb up a1 31-7-4,1451b down and 107 Ib up at 33.7-4, and 145 Ib down and 107 Ib up at 35.7-4, and 250 Ib down and 202 Ib up al 37-8-0 on top chord, and 82 Ib down at 25-7.4, 81 Ib down at 27-7-4, 81 lb down at 29.7-4, 81 Ib down at 31-7.4, 81 Ib down at 33-7-4, and 81 Ib down at 35-7-4, and 262 Ib down and 110 Ib up at 37-8-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Alban PE No.39380 MiT9k USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vtrlly design peramoron and READ NOTES ON THIS AND INCLUDED K/TEK REFERANCE PAGE 11167473 rev. ff MWIS BEFORE USE Design valid for use only with Mnek®connecloss. lids design 6 based only urxon parameters shown. and Is too an kndh4dual building component. not S o truss system Below use, the bWltbV closlgm must verity the aprAlcahaity of design paramelois axf properly Incorpaato this design Into the overall building design. Bracing Indicated Is to bucking of tndlvkAral Irtm web ax1/or chord members only. Adtllllortal tempofcry and permanent bfoctng MiTekprevent Is ctwoys fect bed la slablilty and to pievenl colicwe with possible p0isonal INry and ixoperty damage• roi genwal gu l ionce iegadling the 6904 Parke East Blvd. fcAbncalbn slorago, delivery, erection cmcf biocing of misses and Ifni systems. seeANSI/IPI I Quality Crllwla, DSB-69 and SCSI Building Component Tampa, FL 33610SafelyinformationavallabiefromlnissRalebnsnfrite. 218 N. Lee Sloeet. Wile 312, Alexandria. VA 22314. W P0097 I A012 I Roof Special Girder 713026353 8.130 s Sep 15 2017 MITek Industries, Inc. Tug Jan 23 07:22:16 2018 rage 2 ID:4xiZSyO5pnperCOHML1Og 1 zP836-zSDY9gE000W W 1 Yppo4rmDpLL7eeGravxrEblr9zsY9r LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vern: 1.4=-54, 4-6=-54, 6-7=-54, 7.11=-54, 11-14=-54, 2-13=-20 Concentrated Loads (Ib) Vert: 11=-153(F) 16=-262(F) 28= 109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32=-105(F) 33. 105(F) 34=-61(F) 35=-58(F) 36=-58(F) 37=-58(F) 38=-58(F) 39=-58(F) 0 WARNING - Vedly dertgn tserernetwo end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mo -7473.w. IMMIS BEFORE USE Design valid la use orgy vAIA Miler conneclors. lrgs design Is based only upon 1xmarneters shown, and h for on b1dvlWral buldin0 comporanl, not a pias syslern. Before use. the txAdIng deslgnet must verily the aWIcdNly of design pmanielers and property Incopotate this doslgn Into the overdl design. ®ocing Irxllcated Is to bucldlrtp Intllvkkxl inns web and/or chard members orgy. Additional lempoimy and pesrnanenl blactng MITek' buldllrlg gevenl of is alwoys rogJred Idx std101y, and to Ixevenl colld>nse with posdAo Ixlrsonal Infury and p>•opedy ddxnoge. ror general gtlddrrlco regdsdrp Me 6804 Porke East BbdkilWatbn, staage, delNey, erection and bracing of misses and Intss systefm, soeANSI/IPII Quality Cdterlo, DS6-89 and SCSI Building Component Tempo. Fl. 33610SafelyIMormatloncrVallc"e horn lnrss Rate InsBhde, 218 N. lee Sheet. Shclo 312, Alezrnxlrlo. VA 22314 Job Truss Truss TypeOry 2-0.0 Ply WPOO97 loc) Udell Ud PLATES GRIP TCLL 20.0 fabrication storage, delivery, erection and bracing of homes and Inas systems, seoANSI/IPI l Quality Cdtedo, DSB-89 and SCSI Building Component 713026354 W POO97 A013 Hip Girder 1 1 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B 130 S 5ep 15 2017 MIT9k Inausiries, Inc. I u9 Jan Z3 07:22:17 20111 Paget I D:4xiZSyOSpnpc rCOHML t Og 1 z P836• RemwMOFn9oeNf iO?MnM?late 124Sa6J44ulrObzsY9q 1.0.0 4.3.11 7.0 0 12.8.0 18.4-0 21.0.5 25.4 .0 1 0 0 1 4.3-11 1 2.8.5 5-8.0 I 5-8.0 2.8 5 i 4.3 11 5x8 = 5.00 20 II 5x8 = Scale = 1.44 0 2x4 11 3x6 = 3x4 = 112 MT20HS = 3x6 = 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 fabrication storage, delivery, erection and bracing of homes and Inas systems, seoANSI/IPI l Quality Cdtedo, DSB-89 and SCSI Building Component Plate Grip DOL 1.25 TC 0.40 Ved(LL) -0.04 11.13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.08 11-13 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 10 n1a We BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 54-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=44/0-8-0,2=656/0-8-0,10=1197/0-8-0 Max Horz 2=53(LC 12) Max Uplilt 8=-68(LC 19), 2=-186(LC 4), 10=-313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/272, 3-4=-879/256, 4-5=-629/232, 5-6=-629/232, 6-7=-92/492, 7-8=-68/313 BOT CHORD 2.14_ 223/966, 13-14=-223/966, 11.13_ 168!797, 10-11=-475/161, 9-10=-271/81, 8-9=-271/81 WEBS 4-13=-38/262,5-1 1=-350/191, 6-11=-351/1203,6.10=-937/294,7-10=-308/139 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope), cantilever left and right exposed; 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 8 except 01=1b) 2=186,10=313. Thomas A. Albani PE No.39380 MiTek USA, Int. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Vadly detrgn poromsfem and READ NOTES ON THIS AND INCLUDED NREM REFERANCE PAGE W7473 rev. M"015 BEFORE USE Design valid for use only calm Milek®connectors. 0* design Is based only upon parameters shown. and Is for an IndlvkAlal b uldirng component not pn rnefers and property Incorporate Mk design Into Ito overallabusssystem. Before use. the bxilding designer must verify the aWlcat)lly of doslora building design Bracing frndlcated Is to buckling of bxiNklual Inns web and/a chord members only. Additional temporary and pernnarwnt Macing MiTekrxevenf Is always required for stability and to Ixevent cdktnae Min possIblo poisonal Injury and pxopedy damage. too general guidance iopading the 6904 Parke East Blvdfabricationstorage, delivery, erection and bracing of homes and Inas systems, seoANSI/IPI l Quality Cdtedo, DSB-89 and SCSI Building Component Tor po. FL 33610SafetyinformationavdtablefromlnmPlateIrnsnblo. 218 N. lee Slreel. Su lle 312, AlcxcindfkL VA 22314. Job Truss Truss Type City Ply WPOO97 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES Safety Informatton available from Inns Rate Irutlhute, 218 N. Leo Slreet, SUte 312. Alexandria. VA 22314. 713026355 WPOO97 Cil Jack -Open 10 1 TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0,4=9/Mechanical Max Horz 2=30(LC 8) Job Reference (optional) Builders FfrstSource, Tampa, Plant Cry, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1 ID:4xfZSy05pnperCOHML 1 Og 1 zP836.8ZNISRN3osvysF8wytXL971 PO4ZNwlyYNSmNkOzsY9g 1.0.0 1.0.0 1.0.0 1-0.0 20 = 1.SxBSTP = LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES Safety Informatton available from Inns Rate Irutlhute, 218 N. Leo Slreet, SUte 312. Alexandria. VA 22314. WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0,4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.5 DEFL. in (loc) Vdetl Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Veri(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 5 Ib FT = 209'6 BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=15it; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; 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) The Fabrication Tolerance at joint 2 = 090 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 lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. Thomas A. Albani PE No.39360 Mitek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. Vadly dedgn pormetem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0111167473m. 10'032015 BEFORE USE Dcslgn valid for arse oNy with Mllekb conneclors. lhk design 6 based only upon paamelors slewn. and Is loi m k'all"Kil btAding component, not a truss system. Before use. the building designer must verily the applicablity of design pmaineters and poperty Incorporate this design Into the over,, Bracing Indicated Is to bucidirg IralNkAr, buss wob and/or chord members only. Additional temP0101y and penmaenf baling WOWbuildingdesign. prevent of Is always rogWed for stabB,ty, and to proven) co0arAe YAM possible personal InJuy and prop)" damage. For general guidance uegardng the fabrication, shxage, delivery, erection and braciq of trusses and nuns systems, seeANSI/IPI I Quality Cr,ledo, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Informatton available from Inns Rate Irutlhute, 218 N. Leo Slreet, SUte 312. Alexandria. VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply WPOO97 a hus system. Beloto use, the Wldli designer roust verily fixe apllkabilhy of design patametois and popoily Incogotato Ihh design Into the overall bu dng design. Bracing Irxlcoled is to pevenl bucldbng of I dIvkftxl tors web aril/or chord members only. Addlional lemporary cod permanent txacblg Plate Offsets (X,Y)-- 12:0-0.2,0-0-01 Is always required Ion stability and to pievenl colic"o wllh loss"e personal"and poporty damage. ror genial guidance iegading the T13026356IWPOO97CJ3Jack -Open 9 1 I TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 Job Reference o Clonal Builders FustSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:28 2018 Page 1 ID:4xlZSyOSpnperCOHML 1 Og 1 zP836-dmx4gnOhZA t pU017Vb2aiLgZ2TuZICCic6VwGSzsY91 1.0.0 3.0.0 1.0.0 3.0.0 3x4 = Scale =1:10.8 1.5x8 STP = 3.0.0 Deslpn valid for use orgy vAlh Milek®connoctors. this design 6 basod only upon paamelers shown. and Is lot an bndlvldu l building component, not 3-0.0 a hus system. Beloto use, the Wldli designer roust verily fixe apllkabilhy of design patametois and popoily Incogotato Ihh design Into the overall bu dng design. Bracing Irxlcoled is to pevenl bucldbng of I dIvkftxl tors web aril/or chord members only. Addlional lemporary cod permanent txacblg Plate Offsets (X,Y)-- 12:0-0.2,0-0-01 Is always required Ion stability and to pievenl colic"o wllh loss"e personal"and poporty damage. ror genial guidance iegading the LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix -P Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or "-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=•42(LC 12), 2=72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsi; h=1511; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; 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 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) ' This Iruss has been designed for a live load o1 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Verify dotdgn pammetoro and READ NOTES ON THIS AND INCLUDED WITK REFERANCE PAGE 6167473 ray I&V XW IS BEFORE USE Deslpn valid for use orgy vAlh Milek®connoctors. this design 6 basod only upon paamelers shown. and Is lot an bndlvldu l building component, not a hus system. Beloto use, the Wldli designer roust verily fixe apllkabilhy of design patametois and popoily Incogotato Ihh design Into the overall bu dng design. Bracing Irxlcoled is to pevenl bucldbng of I dIvkftxl tors web aril/or chord members only. Addlional lemporary cod permanent txacblg MiTek• Is always required Ion stability and to pievenl colic"o wllh loss"e personal"and poporty damage. ror genial guidance iegading the labilcatlon, storago, delivery, erection and brocing of tnrses and Inns systems, seeANSI/IPI I Quality Crtterlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd Sanely Information avallc"e Iom Inas Rale hnslinle. 218 N. Lee Sheol, Stlle 312, Alexanchla, VA 22314 Toupo. FL 33610 Job Truss Truss Type City Ply WPOO97 o liuss system. Below use. the txlk" dedgrxn roust verify the ap Alcabal fy of doslgn parameters and psoporly IncorMale, this design Into It* overall btdlding design. Racing Irxllcated K to bucMing of Indivkkial Iruss web and/or chord members orgy. Addillor" lernportay and permanent lxaclng WOW 1.5x81SP = 713026357 WPOO97 CJ3A Jack -Open 1 1 1-0.5 1 1-11-11 Job Relerence o tional Builders FirSISOurCe, Tampa, Plant City, Florida 33556 a.13u s bep 1, zul f MI I ex inauslries, rift. r ue dan zs vrzz:za zu i o rage i ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-dmx4gnOhZA1 pU017Vb2aiLgaxTuMICCic6VwGSzsY9f 1.0.5 3.0.0 1.0.5 1.11.11 Scale = 1:10.8 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3= 43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1511, Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C -C Corner(3) 0.1.12 to 1-0-5, Extedor(2) 1.0.5 to 2.11.4 zone; cantilever left and right exposed; end vertical telt and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will Int 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 Ib uplill at joint(s) 5, 3. Thomas A Albani PE No.39360 Will: USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. Verify dedgn paramsfem end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7173 rev. IM32015 BEFORE USE axe 11 Design vdki for use only with Mnok® cornnoctws. This design Is based only upon poamefers shown. and Is la an Mlvidual lxAtling component, not o liuss system. Below use. the txlk" dedgrxn roust verify the ap Alcabal fy of doslgn parameters and psoporly IncorMale, this design Into It* overall btdlding design. Racing Irxllcated K to bucMing of Indivkkial Iruss web and/or chord members orgy. Addillor" lernportay and permanent lxaclng WOW 1.5x81SP = 1.0.5 3.0.0 Tarripo. FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N. lee Street. Sidle 312. Alexandria. VA 22314. 1-0.5 1 1-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 VBlt(LL) -0.00 4-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 V@lt(CT) -0.01 4-5 999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.00 HOrz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017lrP12014 Matrix -R Weight: 10 Ib FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3= 43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1511, Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C -C Corner(3) 0.1.12 to 1-0-5, Extedor(2) 1.0.5 to 2.11.4 zone; cantilever left and right exposed; end vertical telt and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will Int 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 Ib uplill at joint(s) 5, 3. Thomas A Albani PE No.39360 Will: USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. Verify dedgn paramsfem end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7173 rev. IM32015 BEFORE USE Design vdki for use only with Mnok® cornnoctws. This design Is based only upon poamefers shown. and Is la an Mlvidual lxAtling component, not o liuss system. Below use. the txlk" dedgrxn roust verify the ap Alcabal fy of doslgn parameters and psoporly IncorMale, this design Into It* overall btdlding design. Racing Irxllcated K to bucMing of Indivkkial Iruss web and/or chord members orgy. Addillor" lernportay and permanent lxaclng WOWpievont Is always ioculied los stability and to ixovonl collapse with possBllo personal Inlray and Ixoperly damage. Tor general gtddance uogaudng the 6904 Parke East Blvdktbrlcatlon, storage. deflveiy, erection and biaci ng of lrisses and kuss systems. seeANSI/1PI I Quality Criteria, DSB-89 and SCSI Building Component Tarripo. FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N. lee Street. Sidle 312. Alexandria. VA 22314. Job Truss Truss Type City PlyWPOO97 in loc) Vdefl Ud TCLL 20.0Plate Grip DOL 713026358 WPOO97 CJS Jack -Open 9 1 i TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) Job Reference (optional) tsmlaersl-ustbource, Tampa, dant Gary, mollaa 3.3000 0.1 JV 5 aep 10 Zvi / ml 1 e6 Inuu5111e5, 11e). 1 ue -jail 40 V r:CL:La GV 1 o rayv 1 ID:4xiZSyO5pnperCOHM L 1 Og 1 zP836-SyVTt6OJKU9g5YIJ31apEYNtatBvOeSrgmF UpvzsY9e 1.0.0 5.0.0 1.0.01 5.0.0 3718 = 1.54 STP - LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 20.0Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 24 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2.4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Ida We BCDL 10.0 Code FBC2017fTP12014 Matrix -P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91 (LC 12) Max Uplift 3=-81 (LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and lorces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vadry dedgn penmsren and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 01,11167073 rov. 10MMI S BEFORE USE Design vdld to use only vAth Mlek® connectors. Us design is based only upon parameters shown. and K lot an hdlvkkKA bulling component. not o muss system. Befoo use. the bulldW destgron must verify the apdkabelly of design Ixiramolers and properly I conloate this design Into the overall building design. ®acing Indicated K to bueldlrtg of dWNkAral truss web and/or chord rnemb eis only. Addllonal temporary and permanent Mating M iTek' pwvent Is always tectukod for stability and to prevent cotlgxo wllh possible person al k*,Fy and property damage. For general guidance regodng the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and tray systems. seeANSI/FPI I Quality Criteria, OSS -69 and BCSI Building Component Tonga, FL 33610SafetyInformationovallablefromlnrssPlateb7s6hrie, 218 N. Lee Street. Sidle 312 Alexanxida, VA 27.114. Job Truss Truss Type Oty Ply WPOD97 LUMBER- Is always ie(aLed loo stability and to prevent cotlaim vAh possible personal "and rAopoAy damage. For general guidance regarding The BRACING - k3bri:olkxn, storage, delivery- ereClkxn axt bocci ng of Irises and truss systems. soeANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component TOP CHORD 20 SP No.2 713026359 WPOO97 CJSA Jack -Open 1 t except end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (Ib/size) 5=177/0-8-0,3=122/Mechanical, 4=55/Mechanical Job Reference o lienal Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Tue Jen 23 07:22:30 2018 Page 1 ID:4xIZSyO5pnperCOHML1OglzP836-Z83r5SPx5nHXji1VdO52nmwrdHXZ75h730_1 LLzsY9d 3.0.5 5.0.0 3.0.5 1.11.11 5.00 r 30 Scale. 1:16.5 LOADING (psf) TCU_ 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 Design valid loo use only Min Mllelt® connectors. this design Is based only upon poiainelers shown- and Is tan an Individual building component, not CSI. TC 0.47 BC 0.30 WB 0.00 Matrix -R DEFL. in Vert(LL) 0.04 Vert(CT) -0.05 Horz(CT) -0.03 loc) Udell Ud PLATES GRIP 4-5 >999 240 MT20 244/190 4.5 >999 180 3 We rVa Weight: 17 Ib FT = 20°0 LUMBER- Is always ie(aLed loo stability and to prevent cotlaim vAh possible personal "and rAopoAy damage. For general guidance regarding The BRACING - k3bri:olkxn, storage, delivery- ereClkxn axt bocci ng of Irises and truss systems. soeANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component TOP CHORD 20 SP No.2 Safety Information avallabto from lnrss Plato trnsnhrie. 216 N.lee Sheet. Suite 312, Alexandria, VA 22314. TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (Ib/size) 5=177/0-8-0,3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=(137/284 NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; Cal. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0.1.12 to 3-0-5, Exterior(2) 3-0-5 to 4.11.4 zone; cantilever left and right exposed; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 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 joint(s) 5, 3. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Bbd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Verify design pan m lav end READ NOTES ON THIS AND WCLUOEO MREK REFERANCE PAGE AAD -7473 rev. Ie4 MIS BEFORE USE Design valid loo use only Min Mllelt® connectors. this design Is based only upon poiainelers shown- and Is tan an Individual building component, not a lots system. Below use. the brikJng designee must verity tt* apFAlcabally of design poiamelets and pwpeoly alcorrooate Ihk design Into the overall building design. Bracing hdIcated Is to pevenl buckling of IndNkhml iris web and/or chord rneinbrns only. Additional leinpooary and penmanent Ixa: ing WOW Is always ie(aLed loo stability and to prevent cotlaim vAh possible personal "and rAopoAy damage. For general guidance regarding The k3bri:olkxn, storage, delivery- ereClkxn axt bocci ng of Irises and truss systems. soeANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks Eest Blvd. Safety Information avallabto from lnrss Plato trnsnhrie. 216 N.lee Sheet. Suite 312, Alexandria, VA 22314. Tompa. FL 33610 Job Truss Truss Type Oty Ply WP00 7 MiTek' LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in 713026360 W POO97 EJ7 JACK -OPEN 30 1 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(CT) -0.18 2-4 >431 180 BCLL 0.0 ' Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 t1.13u s bep 1a zul / MI I ex mousmes, Inc. t ue,Ian 23 0422:30 zona rage i ID:4xIZSy05pnperCOHMLI091 zP836-Z83r5SPx5nHX)itVdO52nmwkYHSw75h730_1 LLzsY9d 1.0.0 7-0.0 r 1.0 7.0.0 Scale = 1:19.8 3xe = 1 5x8 STP - NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0-0, Exterior(2) 5-0-0 to 6.11.4 zone; cantilever left and right exposed end vertical tell and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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) Peter to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 01=1b) 3=102. Thomas A. Alberti PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. Vadlr doOgn perematore and READ N07ES ON MM AND WCLUDEO MrrEK REFERANCE PAGE M0-7473 rev. IMMIS BEFORE USE 7.0.0 Design valid lot use only with MI lek®conneetoa. 1nls deslgn is based only upon paametersshown, and k (of an Indh4dxl L44ding component, not Plate Offsets (X Y)-- 12:0-8-0,0-0-101 a Russ system. Below use, the bulking designer must verify the apdkafAlty of design Iwramoters and properly eooFporale this design Into the overall building design. Bating IfKACated Is to bxreiding of IndNkluol truss web and/or chord members orgy. Additional temporary and penmanenl Mating MiTek' LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2.4 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(CT) -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Hor[ 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0-0, Exterior(2) 5-0-0 to 6.11.4 zone; cantilever left and right exposed end vertical tell and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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) Peter to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 01=1b) 3=102. Thomas A. Alberti PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. Vadlr doOgn perematore and READ N07ES ON MM AND WCLUDEO MrrEK REFERANCE PAGE M0-7473 rev. IMMIS BEFORE USE Design valid lot use only with MI lek®conneetoa. 1nls deslgn is based only upon paametersshown, and k (of an Indh4dxl L44ding component, not a Russ system. Below use, the bulking designer must verify the apdkafAlty of design Iwramoters and properly eooFporale this design Into the overall building design. Bating IfKACated Is to bxreiding of IndNkluol truss web and/or chord members orgy. Additional temporary and penmanenl Mating MiTek' prevent is always i"ibed la stability and to psrevenf collgx a with possible personal knfay and;xoporty damage. for general guidance rogardIng the 6904 Parke East Blvd. IcYMcation storage, delivery, erectlen arxi braceng of misses and in= systems, seeANsl/1PI I Quality Criteria, DSB49 and BCSI BulldbV Component Tanga, FL 33610SafetyInformationavdkGNefromHansPlateinstitute. 218 N. Leo SRoel. Srdte 312. Alexandra. VA 22314. Job Truss Truss Type Oty PlyWPOO97 loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 713026361 W POO97 EJ7B Jack -Open 1 1 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.18 1-3 436 Job Reference (optional) tluimers f frslsource, f ampa, rranf carry, rronaa iiaoo v. o Qu . -V •,• • o " -01V , . _n_ ID-4xiZSy05pnperCOHML1OglzP836.1KdDloOZsSPOLsSiBjcHKzSxRhl sYx814kbtnzsY9c 7.0-0 r 7.0-0 3x6 = 1 5x8 STP= Scale = 1:19.8 LOADING (psqSPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) 0.16 1-3 481 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.18 1-3 436 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix -SH Weight: 22 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=244/0.8.0, 2=165/Mechanlcal, 3=79/Mechanical Max Horz 1=111(LC 12) Max Uplift 1=-53(LC 12), 2. 104(LC 12) Max Grav, 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=151t; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C -C Corner(3) 0-4-0 to 6.4.0, Exterior(2) 6.4.0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 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 nonconcurrenl 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 vide will tit between the bottom chord and any other members. 4) Peter to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except QI=!b) 2=104. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. Verfly dedyn poemetere and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M67473 rev. 1011M1S BEFORE USE. Design valid lot use only wllh MIlek®Connoctors. this design k basad orgy upon paamelen shown. and Is for an individual UAdbl0 componenl. not a truss system. Before use. the biking designer must verify the appllcabillty, of design parameters and properly elcorporale this design Into the over.,, building design .acing Indicated IS to prevent brcldbV of lrwrjlMt d truss web and/or chord members orgy. Additional lempor ry and pe malent bracing M iTek' Is always iegrbed for stalAly and to lxevenl colknxe calm posse)le lersorlal lrtirey and proporiy damage. For general guldanco regarding the Iablcatlon, slorago. delivery, eieclbn and bracing of Moses and thus systems. soeANSI/IPI 11Juatlty Criteria, OSS -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate trntlhde. 218 N. Lee Shoat, Sidle 312. Alexandria. VA 22314. Tonga. FL 33610 Job Truss Truss Type Oly Ply WPOO97 in (loc) Well Ud PLATES GRIP TCLL 20.0 6904 Parke East Blvd. Plate Grip DOL 713026362 W POO97 HI Root Special Girder 1 1 Lumber DOL 1.25 BC 0.70 Verl(CT) 0.18 12.14 >999 180 Job Reference o Isonal Builders FIrslSource, Tampa, Plant City, Florida 33566 6.130 S Sap lb Z017 MI I ex mausine5, Inc. I ffe Jan Z3 a/:ZZ:3Z Zmla Pager ID:4xfZSyOSpnpciCOHML 1 Og 1 zP836-VXAbW 8RBdPXFy01 ukR7W sB?3P56ibrblX1T8PEzsYBb 1.0-0 4.3.11 7.0 0 12.8.0 18.4.0 20 4.0 25.4-0 1.0.0 4.3.11 2-8 5 + SB 0 I 58 0 I 2.0.0 I 50.0 4x6 = 5x8 = 5x6 = Scale = 1:45.0 5,00112 4 16 17 Z. 18 19 6 402 = 1'„e II 2x4 II 3x8 = 30 = 2x4 II 6x8 = 20 II 3x4 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 6904 Parke East Blvd. Plate Grip DOL 1.25 TC 0.97 Veri(LL) 0.08 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Verl(CT) 0.18 12.14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 11 n/a rUa BCDL 10.0 Code FBC2017fTP12014 Matrix -SH Weight: 131 Ib FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (Ib/size) 9=-15310-8-0,2=111810-8-0,11=270810-8-0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5) Max Grav 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182!730, 3-4=-2027/706, 4-5=-1869/670, 5.6=-312/919, 6-7=-338/983 BOT CHORD 2-15=-682/1938, 14-15=-682/1938, 12.14=-518/1450, 11-12=-518/1450, 10.11=-788/274, 9-10=-785/275 WEBS 4-14=0/421, 5-14=-184/491, 5.12=0/501, 5-11=-2653/928, 6.11— 815/412, 7-9=-288/867 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever telt and right exposed; 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 9=273,2=379,11=940, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at 7.0.0, 105 lb down and 107 Ib up at 9.0-12, 105 Ib down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 12-8-0, 105 lb down and 107 Ib up a1 14.3.4, and 105 lb down and 107 lb up at 16-3-4, and 200 Ib down and 202 Ib up at 18-4-0 on top chord, and 320 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 12-8-0, 81 Ib down at 14-3-4, and 81 Ib down at 16-3-4, and 320 Ib down and 109 Ib up at 18-3.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=.54, 4-6=-54, 6-7=-54, 7-8=-54,2-9=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. Verify deVirn perairrorms and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI7473 rev. 70032015 BEFORE USE Design vdid for use only with Milek®conneclas. lnls deslgnis basod only upon Ixllmnelers sMwn. 4x1 is for an k,4Mdual Ixffdbp componenl, nos omoteis and Ineorpaale this deslgn into the overdlatrusssystem. Before rae, the bulldng deslgrwi must veilty the appllcdbaily of deslgn rxnil pr b design. Baebtg irxneated Is to btiekting of IrxlNklud inns web and/or chard members only. AM1111ond temporary ax1 peimanrtnl braerng WOWkMdtngprevent Is dwoys regi*ed for slotAlly and to Ixevent collq>se wllh possible personal "and property damage. For geneid gtldatee iegadng the fdxtcoll m. storage, delivery, ereellon arxt lxacbtp of Intmes and miss sysierM seeANSI/TPI I CuaBty Crlterb, DSB-89 QW SCSI building Component 6904 Parke East Blvd. Safety Informal) in avdlabie from lima Rale Insilkite, 218 N. toe Street, We 312. Aleirmli o. VA 22314. Tempo, FL 33610 Job Truss Truss Type Oty Ply WPOO97 a buss system. Before use. One btllaing designer must verity the a rTAlcobllly of deslgn paiamelers and psopeily I ncogosato thh doslgn Into the overall Biafchng Indicated Is to rxrclding of IndivkhKl Iniss web and/or chard members only. Additional ternporary and r"manent bracing WOWbtBagngdesign. rxevent Is always regaled for stability and to rrevenl collcrAo wllh IossMie ro'sQnall hlliay aid Ixoperty danago. For general guidance iegadling the 713026362 WPOO97 H1 Root Special Girder 1 1 Job Reference (optional) bdullaer5 hirslJOurce, I ampa, mans V iry, t-ierlaa .73*bb 0. r JV b OUP r PCV r r rvn r nn nrauam.a, 11 W. 1.. V... CJ V / -- CV 1 p W. c ID:4xiZSyOSpnperCOHML1Og1zP836-VXAbW8RBdPXFy01 ukR7WsB?3P56ibrWXITSPEzsY9b LOAD CASE(S) Standard Concentrated Loads (lb) Ven: 4-153(F) 6=-1 53(F) 14=-320(F) 12=-58(F) 5=-105(F) 11=-320(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(F) 21=-58(F) 22=-58(F) 23=-58(F) Q WARNING. Verily design pwamerere and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE M67473 rev. 109=015 BEFORE USE Design valid for use only with Mllek® conneclors. lnls design Is bred only upon pxnameters "wn. and IS for M h dMdUal I)tdding component, not a buss system. Before use. One btllaing designer must verity the a rTAlcobllly of deslgn paiamelers and psopeily I ncogosato thh doslgn Into the overall Biafchng Indicated Is to rxrclding of IndivkhKl Iniss web and/or chard members only. Additional ternporary and r"manent bracing WOWbtBagngdesign. rxevent Is always regaled for stability and to rrevenl collcrAo wllh IossMie ro'sQnall hlliay aid Ixoperty danago. For general guidance iegadling the 6904 Parke East Blvd. falxlcatlon. storage, delivery. erection and bracJng of busses oral Inns systems, sooANSIMI I Cuallty, Criteria, DSB49 and SCSI Building Component Torrpe. FL 33610SafelyInformationavailablehomluraRaleInsli218N. leo Street, St4te 312. Alexandria, VA 22314. Job Truss Truss Type 0Ply WPOO97 M iTek' 6904 Parke East Blvd 5 713026363 W POO97 HJ7 Diagonal Hip Girder 5 1 2x4 \\ Job Reference (optional) Builders Fbst5oUrCe, Tampa, Plant Gtty, FIOnOa 33566 6.13u s bep 15 ZV I I MI I eK mousanes, mc. r ue dan zi vrzz:aa zvla rage n ID.4xIZSyO5pnpciCOHML 1091 ZP836-zlkzlURgOif5aAc418e1POYNaUW?KOIRINDhygzsY9a 9.10.1 1-5.0 I 7.0.8 Scale = 1:20.6 LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0.10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Max Uplilt 4=•35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-7=0/359, 3-6=-696/272 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope); cantilever lett and right exposed; 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 Ib uplift at joint(S) 4 except 01=1b) 2=145,5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1.4.15, 68 Ib down and 85 lb up at 1-4-15, 25 Ib down and 38 Ib up at 4-2.15, 25 Ib down and 38 Ib up at 4-2.15, and 50 Ib down and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib down at 7.0.14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead i Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads Ob) Verl: 3=-75(F=-38, B=-38) 7=46(F-18, B=-18) 8=44(F=22, B=22) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - V6111y daslyn peramstsrs and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE CAGE M0.7173 rev. I0011Y1015 BEFORE VSE' 244 = 2x4 = Design valid lot use ordy W tis MlleM connectors. This design It based only upon poameters shown. and Is for m Individual bddlng component not o truss system. Below use, the building deslgnor must vo41y the apralicaba,ty, of design pryarneters and properly hicorporato this doslgn pilo the over,, building design. Bracing Wicaled Is to buckling of IndNkhr, Inns web and/or chord members orgy. Addillor, temporary and permanent bating M iTek' 6904 Parke East Blvd 5 Tampa, FL 33610SoletyInformationavdlablefromTrussPlatehtt„hde. 218 N. lee Sheet. StAlo 312. Alexardrka. VA 22314. 2x4 \\ 7.0-8 9.10-1 7.0-e 2-9-9 Plate Offsets (X.Y)-- f2:Edge.0-0.61 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.43 Vert(LL) 0.05 2.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.11 2-7 999 180 BOLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 39 Ib FT = 20"e LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0.10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Max Uplilt 4=•35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-7=0/359, 3-6=-696/272 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope); cantilever lett and right exposed; 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 Ib uplift at joint(S) 4 except 01=1b) 2=145,5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1.4.15, 68 Ib down and 85 lb up at 1-4-15, 25 Ib down and 38 Ib up at 4-2.15, 25 Ib down and 38 Ib up at 4-2.15, and 50 Ib down and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib down at 7.0.14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead i Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads Ob) Verl: 3=-75(F=-38, B=-38) 7=46(F-18, B=-18) 8=44(F=22, B=22) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - V6111y daslyn peramstsrs and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE CAGE M0.7173 rev. I0011Y1015 BEFORE VSE' Design valid lot use ordy W tis MlleM connectors. This design It based only upon poameters shown. and Is for m Individual bddlng component not o truss system. Below use, the building deslgnor must vo41y the apralicaba,ty, of design pryarneters and properly hicorporato this doslgn pilo the over,, building design. Bracing Wicaled Is to buckling of IndNkhr, Inns web and/or chord members orgy. Addillor, temporary and permanent bating M iTek' prevent Is always iequbed for slalAlty and to prevent collapse vAth possIlAo poison, b*sy and properly damage. for general gtldtnce regaidng the 6904 Parke East Blvdlalxkaalkxn. storage, delivery. erection and bracing of trusses and Inns systems seeANSIMI l Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SoletyInformationavdlablefromTrussPlatehtt„hde. 218 N. lee Sheet. StAlo 312. Alexardrka. VA 22314. Job Truss Truss Type Ory PlyWPOO97 TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) rVa n/a 999 713026364 W POO97 V3 Valley 1 1 BCLL 0.0 Rep Stress [net YES WB 0.00 Horz(CT) 0.00 3 n/a n/a IJobReference o lienal Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:34 2018 Page 1 ID:4wZSyOSpnperCOHML1OglzPB36-RvlMwgSS90nyCJBGsr9__xc4chuyE3vha_lyFU6zsY9Z 3.2.8 3.2.8 Scale = 1:9.5 20 G 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) rVa n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [net YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -P Weight: 10 Ib FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=85/3.1.14, 3=85/3-1.14 Max Hort 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31 (LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-2.8 oc purlins, except end verticals Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat It; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; 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) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 00% joint 3 = 04b 3) Gable requires continuous bottom chord bearing. 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.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Veft design parermbrs and READ NOTES ON THIS AND INCLUDED KI7EK REFERANCE PAGE W7473 rev. 1003/10/5 BEFORE USE. Design vdkl loi use ordy wllh Mllek®conneclois. rtds deslan Is based only upon paamoters shovel. and Isla an indivldud binding component, not o truss system. Before use. the building designer must vortty the apdica illy of design parameters and ixoperly Incorporote this design Into the overall BrackV Indk;aled Is to buckling Indlvkluxi Inns web and/of chord Members orgy. AddItWO lempoiary and permarenl bra^Jng WOWbuBangdesign. prevent of Is dwoys iect bed for stability and to Ixevent cotigbse with possible persona k*ry and property damage. ra genera gJda nce regardnp the lalrkollorL storage. delivery, erection and bracing of trusses cnd miss systems. WOANSIMI I Quality Cdlarb, OSB -89 and SCSI aulldlng Component 6904 Parke East Blvd. Safety Information avalkmle from lius Plate Instikio, 216 N. lee Sheet, Site 312. AlexaxMa. VA 22314. Tonga. FL 33610 Job Truss Truss Type Oty PlyWPOO97 Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 713026365 W POO97 V5 Valley 1 1 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 6.130 S Sep 15 2017 MITex Industries, Inc. I ue Jan Z3 07:ZZ:34 ZUIa rage 1 I D:4xiZSyOSpnperCOHML 1 Og t z PB36-RvlMwgSS90nyCJ BGsr9_xc4 W 5uvd3vha_ 1 yF U6zsYOZ 5.2.8 5-2.8 20 II 20 20 II Scale n 1.14.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n1a IVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=159/5-1-14,3=159/5-1-14 Max Horz 1=81(LC 9) Max Uplift 1= 44(LC 12), 3=-57(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/261 Structural wood sheathing directly applied or 5.2.8 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15Th Cal. II; Exp C: Encl., GCpi=0.18, MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; 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) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This miss 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- vertly design peremetma end READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE ND -7473 rev, 1110M1S BEFORE USE Design vdId lot use only Wet Mnek® connectors. This design Is basod only upon porometers shown- and h top an bxaNdxfl Ixrading component. not o buss system Below use. Iho btllldhg dosignet must verily tho a IcolAlty of design poianoters and p ioperly Incolxxale this design Into the ovepall btidWQ design. Brochg Indicatod Is to buckling of etdlvIduol fruss web aril/or chord rnembets orgy. Addillon i lempopary and permanent braclrig MiTek' prevent is alwoys rwgited lop stdtalty, and to Ixevont cottcppso wllh possUo personal "ond properfy damage. fop goneral gJalatce iegamng he 6904 Parke East Blvd. k"IcolkxL storago, deliveiy, erection and bracing of Innses and Inns systems. seeANSI/1PI I Quality Criteria, DSS -e9 and SCSI 9uadtng Component Torrga, FL 33610SafetyIrdormatlonavallWefromInnsRaleInsOhile, 218 N. tee Sheet, Stile 312- Alexandria. VA 22314. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x, y r - /4 indicated. 6 4'8 dimensions shown in ft -in -sixteenths Drawings not to score) Failure t0 Follow Could Cause Property Damage or Personal Injuryoffsetsare Dimensions ore in fl -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-brocing. Is always required. See BCSI. 0/l r4 c1•2 c2-3 2. Truss bracing must be designed by on engineer. For lateral braces themselves d WEBS wide truss spacing, individual Tor Io o c0 0 may require bracing, or atternative bracing should be considered. T U O 3. Never exceed the design loading shown andnever inadequately braced trusses. a,° p C) stock materials on 0 a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0 -rad' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise notetl, moisture content of lumber shall not exceed 1996 of time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted. this design is not plicable for PLATE SIZE ICC -ES Reports: use with fire retardant preservative treated. at green umber. The first dimension is the plate 10. Comber is a non-structurol consideration and Is the 4 x 4 width measured perpendicular ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General proctice Is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 comber for dead load deflection. the length parallel to slots. 11. Plate type. sae, orientation and location dimensions indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used sholl be of the species and sae, and in on respects. equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided of output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft. spacing. section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown ore the responsibility of others. Indicates location where bearings supports) occur. Icons vory but 2012 MiTek® All Rights Reserved 16. Do not cut or alter truss member at plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. 1111111011111111M 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Crlerlo. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mil -7473 rev. 10/03/2015 44-8-0 L 22-8-0 22-0-0 1 19-4-0 1, 7-4-0 18-0-0 44-8-0 s s 9 DEARWG HEIGHT 5GHEDULE NOTES: L) REFER TO IOD 91(RECO ACNDAT10FA FOR HANOLN6 INSTALLATION AND TEMPORARY ORA(N6) REFER TO EN6NEEREO ORAWIN65 FOR PERMANENT DRACD46 REAARED. 2) /VALLEY FRAE'yMM) AI I DE CaftEI TELY DECKED OR REFER TO DETAIL VI05 FOR ALTERNATE 6RACN6 REAAREMENT5. 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY WIDER 4.) ALL TWjES ARE 0ESI6NEO FOR 7 ox. MAW" 5PAQN6, UFLESS OTHER115E NOTED. 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD OEARN6, UNLESS OTHERWISE NOTED. 6) SY42 TM%E'7 LW75T DE INSTALLED WITH THE TOP OEM UP 7) ALL ROOF TRI)% HAKER5 TO DE 5UIPSON HTU26 UFLESS OTHERWISE NOTED ALL FLOOR TW%MAKER5 TO DE 5WffSON THA422 UNLES5 OTHERWISE NOTED. 6.) DEAMMEADER/LINTEL (IDR) TO OE FLO NI5HED DY DUfIDE 51-10P DRAWING APPROVAL 1I95 LAYOUT IS TIF 50.E SOM FOR FADRICATION OF ICHAS AND VOIDS ALL PREVIOUS ARTNTECTURAL OR OTHER TRU55 LAYOWS REVIEW ANP APPROVAL OF TNS LAYOUT MAT 6E RECEIVED MORE ANY fRUhES WILL DE RU VERIFY ALL CON>1I'M TO RAW MAXI GIMrtS THAT WILL RESLLf W EXTRA CMME5 TO YOU q-ui hlra7 em: oar Buildersk A FirstSource Orlando PHONE: 407-051-2100 FAX- 407.651.7111 Plant G(ty PHONE: 613-759-5951 FAX 013-752.1532 L ER Ashton Woods 1981 Ophelia T UW W1N155 IISIOX WP0097 IInITCL 000 e 11, WAM (WAF 1rmAom 19-4-0 1, 7-4-0 18-0-0 44-8-0 s s 9 DEARWG HEIGHT 5GHEDULE NOTES: L) REFER TO IOD 91(RECO ACNDAT10FA FOR HANOLN6 INSTALLATION AND TEMPORARY ORA(N6) REFER TO EN6NEEREO ORAWIN65 FOR PERMANENT DRACD46 REAARED. 2) /VALLEY FRAE'yMM) AI I DE CaftEI TELY DECKED OR REFER TO DETAIL VI05 FOR ALTERNATE 6RACN6 REAAREMENT5. 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY WIDER 4.) ALL TWjES ARE 0ESI6NEO FOR 7 ox. MAW" 5PAQN6, UFLESS OTHER115E NOTED. 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD OEARN6, UNLESS OTHERWISE NOTED. 6) SY42 TM%E'7 LW75T DE INSTALLED WITH THE TOP OEM UP 7) ALL ROOF TRI)% HAKER5 TO DE 5UIPSON HTU26 UFLESS OTHERWISE NOTED ALL FLOOR TW%MAKER5 TO DE 5WffSON THA422 UNLES5 OTHERWISE NOTED. 6.) DEAMMEADER/LINTEL (IDR) TO OE FLO NI5HED DY DUfIDE 51-10P DRAWING APPROVAL 1I95 LAYOUT IS TIF 50.E SOM FOR FADRICATION OF ICHAS AND VOIDS ALL PREVIOUS ARTNTECTURAL OR OTHER TRU55 LAYOWS REVIEW ANP APPROVAL OF TNS LAYOUT MAT 6E RECEIVED MORE ANY fRUhES WILL DE RU VERIFY ALL CON>1I'M TO RAW MAXI GIMrtS THAT WILL RESLLf W EXTRA CMME5 TO YOU q-ui hlra7 em: oar Buildersk A FirstSource Orlando PHONE: 407-051-2100 FAX- 407.651.7111 Plant G(ty PHONE: 613-759-5951 FAX 013-752.1532 L ER Ashton Woods 1981 Ophelia T UW W1N155 IISIOX WP0097 IInITCL RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 Project Location Address r) gyG rORD 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 THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 5 0 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online Nil BCIS Home 1 Log In I User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff SCIS Site Map Links Sear Florida Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 7 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, 01-143517 419) 298-1740 rickw@rwbldgconsu lta nts. co m Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. j 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 D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eouivalencv of Standards.Ddf https:/twww.floridabuilding.org/pr/pr app_dtl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 68 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions 50}6 2 1 i Inst 1 Q3 i.6.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE1a) vai 15036 - p Created by Independent Third Party: Yes 1/2/2618 r. i" 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eva[ 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 L ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II fa) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: dtia.*tet' a I F=111 Credit Card Safe https://www.floridabuilding.org/pr/pr app_otl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9191 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P. E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. ttrt>Itt ttet Sinned & Sealed by SCi-A4 Lyndon F. Schmidt, P.E. v;G E N SF•. . No 43409 •• A•• STATE OF AI Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 JVVR.7 sic -Craft. FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone' (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. WHE' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes q7 4' MAX SWING. . . OVERALL WIDTH PRESSURE;.(PSf) 0z Z= O F _ 3 W I W I ad J U_ QJ w W W o Q °. O a a SWING. . . ERA.L.L:;:-:::::DESIGN: PRESSURE;.(PSf) EXTERIOR Z! 4.11" AT T- rLL 29 42 TOP RAIL U1tCH STllf 1.49" V T Clt SG >= 0.67) T LYJ EXTERIOR INTI ft fij ftall — 0.1s, CSINK L (TYP.) 20 8 7 21 3 17 INTERIOR EXTERIOR 2I 40 4 A 4 A 4 3 3 8 7 INTERIOR 40 EXTERIOR UU 9 10 3 HORIZONTAL CROSS SECTION Shown w/1X sub -buck INTERIOR EXTERIOF E I— 0 o Z a: 8 INTERIOR OSS SECTION i - inswing INTERIOR EXTERIOR VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOR Shown w/1X sub -buck EXTERIOR INTERIOR INTERIOR p• n p O p p to ao zv T STRIKE JAMB MASONRY OPENING FRAME 2X BUCK ih 10 3 UiN MASONR 3 OPENIN( N 2X BUCK to UiN 1 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. M.::... IN:: LEAR'CLEARANCEC... ..... :M:. TOWAS.ONRY.... TO:ADJAC-EN MENT: :::.............. T.- BUCK ANCHORING For DP > 48 PSF and DP<=75 PSF F 4" Ui 0 2X BUCK _ F I FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF L MASONRY TYP. HEAD OPENING JAMBS FRAME U Ui 0 2X BUCK _ F I FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to for joints, additional concrete anchors 4 CENTER" dimension are not exceeded. TO: MASONRY 'T ANCHOR HINGE JAMB MASONRY OPENING FRAME 1X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and rto <= 75 Dec to 7 TYP. HEAD JAMBS K F TYP. SILL FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to for joints, additional concrete anchors 4 CENTER" dimension are not exceeded. TO: MASONRY 'T ANCHOR HINGE JAMB MASONRY OPENING FRAME 1X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and rto <= 75 Dec to 7 4.56' En N fo o 8() HEAD & SID EE Jamb ih 2.20" re 4.63" 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75" 33 SELF ADJUSTING SADDLE THREHOLD r L N O WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56' En N fo o 8() HEAD & SID EE Jamb ih 2.20" re 4.63" 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75" 33 SELF ADJUSTING SADDLE THREHOLD r L N O R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Supporting Documents: 15427-107362 1. Test Report No. Category Sub Category Manufacturer Product Name ASTM D2843-99 TEL 01460339-A,B,C Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Anchoring RW Building Consultants, Inc. (CA #9813) Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.7 for size and design pressure limitations. Supporting Documents: 15427-107362 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 TAS 202-94 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 TAS 202-94 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929-96 ETC -01-741-10705.0 TAS 202-94 ETC -01-741-10593.0 TAS 202-94 TEL -06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by F- SCS 1:y;%,' e P.E. v, G t Al C -'. Signed & Sealed by oiLyndon F. Schmidt, P.E. 2 No 43409 X 13 :- STATE OF : 4 oto . Oht A- LyndonLyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 VVVRJ zssic-Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a bitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not encs for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 53.13" MAX. OVERALL WIDTH 6? ZZ 3 h z o lJJ wx = W W U- < JLL J J aeWUi o i O o a a IL --J LAIlZr%lV-,M% 4.11 42 TOP RAIL 43 LATCH STILE 1.49" 3(Y' SG >= 0.67) a 4 EXTERIOR 11 5" GLASS BITE 23 25 EXTERIOR /7-- INTERIOR 25 tG >= 0.42) e frame screws) is SEE NOTE 1 22 25 24 29 SGLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR 1/2" MIN. GLASS THK. EXTERIOR TEMPERED GLASS FAIR SPACE 1/8„ TEMPERED INTERIORGLASS ecc G 1 GLAZING DETAIL 5 insulated glass w/ pvc rite frame MIN. kSS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR I 14 50 20 INTERIOR J 40 7 INTERIOR CSINK TYP.) EXTERIOR 10 WN E MONTAL CROSS SECTION 1' 5 HORIZONTAL CROSS SEC ng shown - inswing Shown w/1 X sub -buck 6 A 6 A 6 NOTE: MS, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 7 40 SEE NO! 5 5 5 EXTERIOR INTERIOR EXTERIOR 63 19 4,zQ: INTERIOR U — 60 61 SS SECTION nswing INTERIOR L EXTERIOR 4-'\ VERTICAL CROSS SECTION JInswing configuration see general notes, sheet 1 z a for "HVHT' Water infiltrotion requirements m LU Shown w/iX sub -buck EXTERIOR 62) - EXTERIOR INTERIOR 7 8 r O O o n 0 Q 63 19 4,zQ: INTERIOR U — 60 61 SS SECTION nswing INTERIOR L EXTERIOR 4-'\ VERTICAL CROSS SECTION JInswing configuration see general notes, sheet 1 z a for "HVHT' Water infiltrotion requirements m LU Shown w/iX sub -buck EXTERIOR 62) - EXTERIOR INTERIOR 7 8 r O O o n 0 17 Z a W 19 N SEE NOTE 1 U _ EXTERIOR ICAL CROSS SECTION ing shown - inswing pproved EXTERIOR EXTERIOR( M- EXTERIOR NOTE 1 M INTERIOR A 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR VERTICAL CROSS SECTION Shown w/1 X sub -buck O NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration o O J INTERIOR A 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR VERTICAL CROSS SECTION Shown w/1 X sub -buck O NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration AULLION OWN FOR FERENCE ONLY PORING hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. SEE DETAIL 1 10 L zo f TYP. HEAD — MASONR JAMBSOPENINC M TYP. E Z FRAN SCK I F— v O 2X Bl hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. SEE DETAIL 1 10 L zo f TYP. HEAD — JAMBS M TYP. E Z SCK I F— N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 MIN:: CLEAR.A;NC:MIN:. CLEARANCE TO-'MA:SONRY . ::TO ADJACENT;::: ANCHOR.'-:--.':". C27 2" 4" M OUTSWING L INSWING M OUTSWIN L INSWING 1" 1 4" 1 LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I n 041 HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 10 SEE DETAIL 1 a J TYP. HEAD & MASONRY JAMBS OPENING I I IIS `M) TYP. FRAME 1 X BUCK i N Eq N N I;ii:Lei#LT11P_ INSWING M OUTSWING 0 INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh n I N XF Q a SEE DETAIL 2 a FRAME ANCHORING Masonry 1 X buck construction maybe adjusted to maintain the min. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension ore not exceeded. MIN:..CLEARANCE •. MIN;.`CLEARANCE: TO'MASONRY'::: TO ADJACENT.., i N Eq N N I;ii:Lei#LT11P_ INSWING M OUTSWING 0 INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh n C*i N O 2.17' --{ ib OUTSWING SIDELITE Spacer 2.14" l 1.69" -- j-1 L Cito 5.15' WUUD 24 1/4"INItRUPI SPAUR SIELL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.91. X.25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4!'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1/2"PFH SCREW STEEL PE 65 3/16!'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL777d C*i N O 2.17' --{ ib OUTSWING SIDELITE Spacer 2.14" l 1.69" -- j-1 L Cito 5.15' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valneo. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C Category Sub Category Manufacturer Product Name TEL 01460339-A,B,C Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Omega Point Laboratories William E. Filch, P.E. ATI 67508.01-106-18 Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84 -00a Omega Point Laboratories William E. Filch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC -01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC -01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL -06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 06-10314 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) tt: b+y=Ci Lyndon F. Schmidt, P.E. 3. Calculations Prepared by oti• A ?``•l Igo C •...... l I Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) as` '.•'G F_ N 3 j:•.• j;tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 0,0G1- e- ND 43409 o 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemet; Institute, certifying that Therma Tru Corporation is manufacturing products 0 within a quality assurance program that complies with ISO/IEC 17020 and ST. --'J OF , Lyndon F. Schmidt, P.E. Guide 53. n t, \ U` FLPENo. 43409 i rj •:• t-\ 10/16/2017 Sheet 1 of 1 Q ;., o y + tso No NMF vINv 3sic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON-IMPAcr, nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). nd spaced as shown on details. Anchor embedment to base material icco. ct is required to be protected with an impact resistant covering that BC. HVHZ'requiring wind borne debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not gents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhong to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 31azinq detail 68.5' MAX. OVERALL WIDTH DESIGN:PRESSURE--:(P..S. SWING.... WITH SURF) Z Z z 3 z 0 WUi LUS = W DIMENSION ;':.• B..:::. r..BOLT.:: pnc rniF.;...:::r F e:rrvc:::.::::cnc r v NJ LU_ od J U_ J J W ad Ui0 E) b CO a DESIGN:PRESSURE--:(P..S. SWING.... WITH SURF) DIMENSION ;':.• B..:::. r..BOLT.:: pnc rniF.;...:::r F e:rrvc:::.::::cnc r v 4.11 zo 2 42 TOP RAIL 49 LATCH STILE 1.49" 39' 97. G >= 0.67) Clt L n T - HINGE STILE BOTTOM RAIL 44 EXTERIOR INTEI i 5" GLASS BITE 23 EXTERIOR 25z-,-> INTERIOR 25 SG >= 0.42) e frame screws) is J.... 1 C" ..»IM SEE NOTE 1 22' 211 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8„ TEMPERED INTERIORGLASS 25 1.08" I o ffTIT 1.53'--I 0-10%rewr+0%e a eru 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. X1/8" TEMPERED GLASS AIR SPACF 1/8„ TEMPERED GLASS EXTERIOR INTI 14) 4 11 7 L 20 o.ts° CSINK TYP•) INTERIOR EXTERIOR lZONTAL CROSS SECTION Wring shown - inswing approved 15' 0.15, INK CSINK P.) (TYP.) 3 8 INTERIOR 40 lnM SEE NOTE 1 M ) (SO 1 EXTERIOR (1_n r I 12 SEE NOTI INTERIOR S EXTERIOR JI I 6 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5' & 66'. i KTERIOR JTERIOR (in) ' 1 (12) T v v V see general notes, sheet t z a o requirements m w o D • e o w o o o Z INTERIOR QU Wfi60 61 SS SECTION inswing INTERIOR L EXTERIOR 4 VERTICAL CROSS SECTION S Inswing configuration see general notes, sheet t z a for "HVHT' Water infiltration requirements m w EXTERIOR CROSS SECTION EXTERIOR 6n - INTERIOR 7 S D • e o w n O O O O za 19 M U'za SEE NOTE 1 oV EXTERIOR EXTERIOR ICAL CROSS SECTION SEE NOTE 1 a ting shown - inswing pproved 16 z a i m W EXTERIOR 50 z d oV f N W o d e e e O e d O O. . w 4 O J z A C 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 50 6 Shown w/1 X sub -buck 39 1 NOTE: 1. Anchors ass'y thn sill at 4" in from e. EfC INTERIOR EXTERIOR D D 50 5 VERTICAL CROSS SECTION 6 Outswing configuration _ SEE NOTE 1 MASONRY OPENING C; 10 FRAME 0 2X BUCK SEE DETAIL I TYP. HEAD & JAMBS II IIPN[' M ) TYP. F TYP. SILL SEE DETAIL 2 ANCHORING STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction ers may be adjusted to maintain the min. 1AX ON CENTER" must be adjusted to vtor joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN:. -:CLEARANCE:,: -MIN;*-CLEARANCE t..:.'.':"'.TO'.'MA'SONRY...-.'- :---`T0.'ADJACENT--, 2" Nv in 4" 28 27 OUTSWIN, L INSWING JH OUTSWIN L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 04 J HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 IUMP n SON' ENIN FRAN IX SEE DETAIL 2 FRAME ANCHORING Masonry 1 X buck construction n may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN.`CCEARANCE:` 'MIN: CLEARANCE. TO -MASONRY::.::.:. " "40"A:DJACENL EDGE.". HINGE JAMB INSWING 0 M OUTSWING 2' INSWING LATCH a DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) UNGE"DUAIL Attac strike ; as sh. to SEE DETAIL 1 a. TYP. HEAD & JAMBS tY J M TYP. X p: i L E O SUCK F TYP. SILL N I i 11 1 SEE DETAIL 2 FRAME ANCHORING Masonry 1 X buck construction n may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN.`CCEARANCE:` 'MIN: CLEARANCE. TO -MASONRY::.::.:. " "40"A:DJACENL EDGE.". HINGE JAMB INSWING 0 M OUTSWING 2' INSWING LATCH a DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) UNGE"DUAIL Attac strike ; as sh. to 2.12" --{ OUTSWING SIDELITE 6" 2.59" 16 Spacer 1.68" — @., 2.1 S' 2.14" `^' 1.68" --i 1.69" --I N 11 owO I "ff .. IF` Mmm\ SALMP FACE THRES 5.15' rrvvv 44 I 1/4 1141F-W—cri arn..Ln JICCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1 /2'PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW HEATHER -STRIP STEEL FOAM 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. q STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-314'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1/7' PFH SCREW STEEL PE 65 3116'X 2-1/4" PFH ITW CONCRETE SCREW STEEL 1 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL to 2.12" --{ OUTSWING SIDELITE 6" 2.59" 16 Spacer 1.68" — @., 2.1 S' 2.14" `^' 1.68" --i 1.69" --I N 11 owO I "ff .. IF` Mmm\ SALMP FACE THRES 5.15' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Anchoring RW Building Consultants, Inc. (CA #9813), evta2Fo' rpasPs 4. Quality Assurance v° :,.-•• •:' j+°is Certificate of Participation issued by National Accreditation and o v` ;.ZG c f: ,c;.•- °tea Management Institute, certifying that Therma Tru Corporation is L I,, E ;, ,. i;9 •' manufacturing products within a quality assurance program that complies; with ISO/IEC 17020 and Guide 53. •. OF Sheet 1 of 1 ' <,t • : In i?c j!VG't SOFA Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 1 011 6/201 7 ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone' (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in le locations protected by an overhang or canopy such that the angle iverhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is 74.S' MAX. OVERALL FRAME WIDTH zZ 3 H z S o U 0 X LUX = W Uj Qe J U_ J JJ W W 0 X ° O b C6 i DESIGN PRESSURE(PSF)':`: SWING.:`;:'::;::;::::'•;:.FRAME..•:.;:;.: WITHOUT SURFACE BOLTS':•::;:;:: W1TH SURFi BOLTS; wi i iTi': ::::: f'^'A Ti\/i'':'::. r".::.,If/1l`'ITi\I•L::.::::..::. A'ir:':'•.c.::.::.:::::: •':'•:::.':: EXTERIOR fto 44 EXTERIOR 4.11" I--1.48" to I Al 2 42 TOP RAIL 43 LATCH STILE ... . 1.49" I 3 a LAK (SG >= 0.67) '.=.`•::C INTI 3 INTERIOR EXTERIOR INTERIOR I'Di I rlI C) A EXTERIOR UO H 9 10 61 4 HORIZONTAL CROSS SECTION Shown w/I X sub -buck 4 A 4 A 4 INTERIOR EXTERIOR E r4-- VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements e O OQ l O es O O 0 s d O r4-- VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements e O OQ l O es O O 0 s MASONRY OPENING 2X BU( r comes maybe adjusted to maintain the min. BUCK ANCHORING I os "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN "CLEARANCE: ::MIN.: CLEARANCE- TO MASONRY" ; `::TO:ADJACENT.:.` ANCHOR-. I W 2n 4" to SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY Lj d rAIL F TYP. SILL FRAME ANCHORING sonny buck construction or DIP <= 48 PSF L I T_ ASTRAGAL STRIKE JAMS e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN."CLEARANCEi TO-.MASONRY-..':-:'*:*-"..-.'.TO:ADJACENT'.::: DMENT`-4'. EDGE:: - AM ^ n No MASONR' OPENING FRAME -/ 2X BUCK JAMBS ASTRAGAL SHOWN FOR 10 REFERENCE ONLY F SEE DETAIL TYP. SILL DETAIL 1 Attach astragal/surface Eoiff strike plates to frame as shown (Outswing) 6 3) 6 5X6 6, FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF L ) (64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 0 N C4 j HINGE JAMB HINGE D1 10 HINGE D1 II I I to SEE DETAIL 1 „1„ IEAD MBS ASTRAGAL SHOWN FOR REFERENCE Q 0 - ONLY _ 0 O F TYP. fAll SILL I FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF L iv r ASTRAGAL STRIKE JAMB ie comers may be adjusted to mointoin the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, odditionol concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN'."CLEARANCE';: MIN: CLEARANCE: I ................ TO'MASONRY:. -: `;;:.TO: ADJACENT'1. : EDMENT'::..:....:...:.:.:...:,.......::..:.. :...:.... . EDGE.` ANCHOR::..... Y, MASONRY OPENING FRAME 1X BUCK, III DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 TYP. HEAD JAMBS SEE DETAIL I I to SEE DETAIL 1„ _ ASTRAGAL SHOWN FOR — REFERENCE ONLY _ 4? U cliO F TYP. SILL — FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 60PSF 2 63 U U DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 n Ei LO HINGE JAMB 95.25' 8" 18.38" 20.6Y' 18.5' 14.38" 13) TYP. 3.25' TYP. SEE NOTE 1 TWPnW AT THF Tf1P A Nfi ao R C14 I -- 0.13" ASTRAGAL DETAIL TYP.13 4.5' 3.2S' 7' 0.75' b i asHEAD & SID E Jamb Li 2.20" 4.63" 31 BUMP FACE THRESHOLD LOW PROFILE M 0 5.75' 1Li 33 SELF ADJUSTING SADDLE THREHOLD 4.56" 2.36' a$ O l L T rrvvv WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. IEATHER-STRIP FOAM FEATHER -STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL 20FILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25" THK. STEEL STEEL 4LE END X 1-3/4'L. STEEL STEEL b i asHEAD & SID E Jamb Li 2.20" 4.63" 31 BUMP FACE THRESHOLD LOW PROFILE M 0 5.75' 1Li 33 SELF ADJUSTING SADDLE THREHOLD 4.56" 2.36' a$ O l L T R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) t0116ilsgr Lyndon F. Schmidt, P.E. z s6 3. Calculations Prepared by 0e2 •.,'...... W y9 g Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) eee` V:`' `(. !`! £•. floLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. Faro 43409 ; t4. Quality Assurance r Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products -t3 % ' 1.- Within a quality assurance program that complies with ISO/IEC 17020 and ST,1 `= OF : ; 0 Lyndon F. Schmidt. P.E. jto FL PE No. 43409 Guide 53. . , .A- 1 ;:.e a 10/16/2017 Sheet 1 of 1 A : c, . t; !; ;%`• • S7`` wee sn.z•.cTr.a e. dovv1%v sic -Craft SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material eco. t is required to be protected with an impact resistant covering that 3C. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the some as that shown for 2x buck s details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. 3 configurations using sill items #31 & #33 under the active door do not encs for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by on overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I general notes detail 6OZ Z z3 Z o W Q LU W = W LL JJ J IxW O> o i P a 105.5" MAX. OVERALL FRAME WIDTH e..•.::>.:'••:' .,::•:..::: DESIG.N..:PRESSURE:SS.:;`:°•;:::.;::':•: INI ISI ISI I 11 III CI 19-1 I. I FRAMEM1TH:.;..:.:`••:........•:•:.,..;. e..•.::>.:'••:' .,::•:..::: DESIG.N..:PRESSURE:SS.:;`:°•;:::.;::':•: FRAMEM1TH:.;..:.:`••:........•:•:.,..;. DIMENSION: ; B•. ;:.T..:: ;:; :;::'.:'''``•' ::: D%1CI71C/C •...... ;:_ AICs A'T11%C'.:;.:.i:..::.Of 1C1T11/C'::•.'i. '....All5.•`•.•'?:::::::?.:::?: ?::.••::.:.:'•i::. 11 tAltKlUK p 4.11" F-77. —117-3. Al 1 FLL—L— T 2 1.49f"F- .3(Y' 0.67) AuLd 44 EXTERIOR Imavr"IF /'7-'\ IMIMM RAII 1--1 INTEF d AL CROSS SECTION 5" GLASS BITE EXTERIOR INTERIOR iG >= 0.42) frame screws) is 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS G GLAZING DETAIL 5 insulated glass w/ smc lite frame to wmn rrr +ten a eru S' GLASS BITE EXTERIOR INTERIOR G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1.08" 10 I--1.53" 1 eines me Mi r 1/2" MIN. GLASS THK. 1/8„ TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 INTERIOR EXTERIOR 0.16, C'SINK TYP.) RIZONTAL CROSS SECTION wing shown - inswing approved5 4 3 6 6 6 nb od Tical 31 ", A/) INTERIOR EXTERIOR INTERIOR U0 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15' C'SINK TYP.) 8 EXTERIOR 40 20 INTERIOR 10—= 12 Cld FBI INOAK nb od Tical 31 ", A/) INTERIOR EXTERIOR INTERIOR U0 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15' C'SINK TYP.) 8 EXTERIOR 40 20 INTERIOR 10—= 12 Cld o O D G O O o o a o 0 0. D ' o L INTERIOR r4-"\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements i m W 0 INTERIOR a8) rd O A G O O O O. n G C s M za SEE NOTE 1—M — U EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Iso approved EXTERIOR Z jn W EXTERIOR SEE NOTE 1 (M j 50 hN f=. 00 N W e o o w d e J INTERIOR 0 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thru Sill at 4" in from ea( INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration a ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING s comers may be adjusted to maintain the min. J as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors QAX. ON CENTER" dimension are not exceeded. CLEARANCEI MIN,CLEARANCE- 11N:.:.: :..:.:... . TO, MASONRY:::: .TO.:ADJACENT DM.'. EDGE.':':" :;: ; ANCHOR 2" 4° 1/4" 1" 4" MASONR' OPENING FRAME 1 2X BUCK ASTRAGAL STRIKE JAMB DETAIL I Attach ostrogol/surface bolt strike plates to frame as shown (Outswing) 63) 65x66 I I I I I I I I 11 SEE DETAIL I I I L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N F TYP. SILL SEE DETAIL I K FRAME ANCHORING Masonry 2X buck construction 63 U U DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) zo 0 C4 to N IliN A HINGE JAMB LATCH b DEADBOLT DETAIL FRAME ANCHORING Masonry I X buck construction s moy be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. CLEARANCECLEARANCE:" ANCHOR ..:--::,.%. HINGE JAMB LATCH & DEADBOLT j HINGE DETAIL G ) (67 63 SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL FRAME ANCHORING Masonry I X buck construction s moy be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. CLEARANCECLEARANCE:" ANCHOR ..:--::,.%. HINGE JAMB LATCH & DEADBOLT j HINGE DETAIL G ) (67 63 95.25' 1.88" 18.38" 20.63' 18.5' 14.M' 13) TY P. 3.25' TYP. SEE NOTE 1 3T 0.06" r I JL 0.13" ASTRAGAL DETAIL THROW AT THE TOP AND TYP. 13 4.S' 3.25' 7' 0.75' N E 2.59" 1.68" --- cl fo 2.1 Z' I6 OUISWING SIDELITESpacer 1 2.14" Ci WOOD 22 1/8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACICONCRETE NFORMING TO ASTM C90 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS JNER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X.25' THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4!'L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 1 66 13116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 61 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL N E 2.59" 1.68" --- cl fo 2.1 Z' I6 OUISWING SIDELITESpacer 1 2.14" Ci 1/2/2018 Florida Building Code Online i 11. BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links i Sear F olida Product ApprovalprTUSER: Public User D. ; Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 0 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL15332-R4 Revision 2017 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param--wGEVXQwtDgtH8572gvdW[dku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Date Approved Florida Building Code Online 10/10/2017 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.8 1 SERIES 430/440 ALUMINUM SGD Limits of Use Installation Instructions FL15332 R4 II 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.Ddf SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW 0 REINFORCED Installation Instructions 0 FL15332 R4 II 08-00498E.pdf Verified By: Luis Roberto Lomas 62514 0 Created by Independent Third Party: Yes Evaluation Reports 0 FL15332 R4 AE 510805D.Ddf Created by Independent Third Party: Yes 0 yr 4 Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x%"' 0 0 Installation Instructions FL15332 R4 II 08-02249C.Ddf 0 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes p Evaluation Reports FL15332 R4 AE 512969C.Ddf p Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.udf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510808D.Ddf SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW Q REINFORCED Installation Instructions 0 1/5/2018 Aper vAe d,for• use in,H;V.HZ N o._ FL15332 R4 II.08 0 502E-.Ddf Approved forouiseoutside'HVHZ Yes Verified 13y:;Lu sHbwesrtokLomas:62514 pact Resistant: Nq Created by,IndepjnLden TFiird+Party: Yes Desigii$Press6`re• W/A Evaluation Repots 6th EFERiTO?APPROVAL}D,QCUMENT FOR DESIGN PRESSURE FL•15332 •R4 PiEi5 08 09D NSCreated'byTIidee'deThigf'_1Yrt y:, Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.r)df 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 PRESSURE FLIS332 R4 AE 510810D.pdf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. 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To determine if you are a licen: under Chapter 455, F.S., please click hem. Product Approval Accepts: F Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 I aclasloNs acv OCSORP110N arc Avnaom A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESNNC 10/29/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED INSTALLATION DERAILS 07/30/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 106/20/17 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE 15 OPTIONAL WHERE 1 X 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 CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM, 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09• WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER -OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 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). S/GIVEO: 0620/2017 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: Ox, XO, XX. XP. PX, XIP, PIX. MI WINDOWS AND DOORS LLC 650 WESTSTREET 11t1IITrrp J S IREIY O/, PA v\• S 9iP SERIES 420 SOD 96" X 80" NON-REINFORCED o« NOTES H ; TATE Ofco TABLE OF CONTENTS oaAM OIwC No. aEv i'c•• °(ORTO:• GSHEETN0. DESCRIPTION OS-O Or498 E N\ NOTES 1ruc a>ENTS 02/23/09 OF 10 2 - 3 ELEVATIONS LR08ERMLOUASPE14= WOOOFORO RDpmm Luis R. Lomas P. E 4 - 10 INSTALLATION DETAILS FL No.: 62514 6 MAX 96- MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART p3 FOR NUMBER OF LOCATIONS REOUIREO 17• r O.C. mAx I r 6" MAX ocsempno" - — OAX AaoltOwD A ADDEO CHARTS 03/05/12 R.L 17• MAX O.C. a• T O X tAX AME IGHT 6 MAX i SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA77NG t40.OPSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 bre 7r 2. MAXIMUM D.L.O.: 44 5$r 74 SV 6" MAX r((1) FLAT MOUNTED HANDLE SET (PART X9944-445) LOCATED 38 3W' ON CENTER FROMPANEL 80TTOM I(1) NETALIIC TANEIEM ROLLERS (PART x99-17.195) AT EACH ENO OF PANEL BOTTOM RAILSNETALLICTANDEMROLLERS (PART 899-17.195) AT EACH ENO OF PANEL BOTTOM RAILS CNART n WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET I Desfgn pressure chart (pA nLvaioia SY1pb Panel and Total Fran WMth (N) ocsempno" - — OAX AaoltOwD A ADDEO CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 PLL CNART n WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET I Desfgn pressure chart (pA Fant SY1pb Panel and Total Fran WMth (N) ADM 30.0 $50 420 490 b) 90.00 T200 8100 9500 PCs Ny Poe Nog PCs Nap PCs Nog 80.0 40.0 55.1 40.0 1 482 1 40.0 1 43.4 1 40.0 40.0 CHART *2 WHERE WATER INFILTRA TX N RESISTANCE IS NOT REoWREO. SEE NOTE 9 SHEET I Design pressure chart (psry Frena sin& Panel ane Total Fran Wdth pn) Fbght 30.0 350 420 18 0 b) 60.00 7200 84.00 9500 pPos Nog POS Nag PCs Nog Pas Al— 80.0 551 55.1 982 46.2 93.4 43 9 40.0 60.0 CHART 03 Number of anchor to Uonsrpulrod Frame Sdngb Panel e/ld TEA Fram9 Widt11(in) 30.0 350 420 450 0.0 720 V.950 Jamb HSS Jamb Has Jamb H65 Jamb 4 80.0 5 5 5 1 6 1 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON–REINFORCED ELEVATION F.A. 08-00498 W-49 NTS I DOC 02/23/09 —2 OF 10 L AWArO LOLLAS P.E. 1432 WOODFORD RO LEWISVRLE, NCZW7 431ada4dw 4wQ3die w"wp0.=M SIGNED: 06/20/2017 ir.• 0 615• yr 0 ST,ATE OF Luis R. Lomas P.E. FL No.: 62514 I FI H( 6' MAX CHART F NMmbar of andla lou0onarpulnd Fame 96- MAX FRAME WIDTH APPR'OWM 30.0 1 910 I 4X0 I 'Mo ti) 0.o 7X0 11.0 16o 1) ANCHOR PER LOCATION 0.0 4 1 5 1 S 1 5 1 6 1 5 1 6 1 5 10/29/13 AT HEAD & JAMBS C ADDED FLANCE A+0 FIN INSTALLATIONS 12/06/13 R.L. SEE CHART /4 REVISED INSTALLATION DETAILS 07/30/15 R.L. E FOR NUMBER OF 06/20/17 R.L. LOCATIONS REOUIREO 6' MAX I 17• MAX D.C.- C 6' 6' MAX 17' MAX O.C. O X 10' T_ LAX a AME IGHT 6' MAX CHART F NMmbar of andla lou0onarpulnd Fame Sln& ft" ano TOWU4 Vfth (1n) APPR'OWM 30.0 1 910 I 4X0 I 'Mo ti) 0.o 7X0 11.0 16o NLS Amb Nis 4..,,,N" Jamb N4S Amb 0.0 4 1 5 1 S 1 5 1 6 1 5 1 6 1 5 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURER417NO IMPACTRATING SEE CHART e4 fOR NUMBER OF 140.OPSF NONE LOCATIONS REQUIRED SEE CHARTS 01 AND 42 SHEET 2 FOROTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SfZE: 4d 1/I x 79' MAXIMUM O.LO.: 44 SB'x 74 &r FLAT MOUNTED WHOLE SET (PART 099-04.145) LOCATED 36 314- ON CENTER FRI METALLIC TANDEM ROLLER$ (PART 099.17-195) AT EACH END OF PANEL BOTTOM IRv I oCSCFPlar alc' APPR'OWM A I HOED CHARTS 03/05/12 R.L. 0 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANCE A+0 FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION OETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON—REINFORCED FIN ELEVATION F.A. 08-00498 suit NTS 0"R 02/23/09 —3 OF 10 L 40WRTO LOMAS P.E. 1492 WOpoF ORP RO CEIVLS VILLE. NC 27027 491.6114dw f4a=M SIGNED: 06120/2017 04, gLv'0 61 •• Q' `Q F•F oR1oll ItNAi1E? G\ Luis R. Lomas P.F,. FL No.: 62514 X10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR 1 3/8' MIN. EMBEDMENT T-- 1/2' MIN. EDGE DISTANCE c SET IN APPROVED SEALANT 810 WOOD SCREW MIN. BENT MIN. VERTICAL CROSS SECTION cvvc V-a'TANCE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT 8Y 07HER8 TO SE DESIGNEO IN ACCORDANCE KTM ASTM EZI 12 WOOD FRAMING OR 2X BUCK BY OTHERS RNMIONS 1/2• MIN, EDGE DISTANCE WOOD FRAMING REVISED PER NEW TESTING 10/29/13 1 3/8' MIN. OR 2X BUCK 12/06/13 R.L. EMBE MENT BY OTHERS R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. SHIM 10 WOOD SPACE SCREW X10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR 1 3/8' MIN. EMBEDMENT T-- 1/2' MIN. EDGE DISTANCE c SET IN APPROVED SEALANT 810 WOOD SCREW MIN. BENT MIN. VERTICAL CROSS SECTION cvvc V-a'TANCE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT 8Y 07HER8 TO SE DESIGNEO IN ACCORDANCE KTM ASTM EZI 12 WOOD FRAMING OR 2X BUCK BY OTHERS RNMIONS ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED MAGE AND FW INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4 MAX. SHIM SPACE JAM8 INSTALLATION DETAIL WOOD FRAMING OR 2X 8UCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAMft F.A. 08-00498 a uc NTS °'"r 02/23/09__[s'4 OF 10 L. RWRTO LQA(AS P.E. 141' RWOOAORD RO LE1wSv4LE NC "JOD 424495 pR19 wlwM? pr cnm SIGNED: 06120/2017 O GEN,p%c*- 9,r! 0 5 •tt= 0. a9E OF i'/ldjs/ DNA`l? G` Luis R. Lomas P.E, FL No.: 62514 METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE B ® I B r SHIM SPACE 810 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR 7LL TO BE SET IN L BED OF LPPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR "nY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 1/2' MII EDGE DISTA I 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REASONS 00ORP110" GAVE APPROVED ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLMCE AND FIN INSTALLATIONS 12/06/13 Rd, REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80" NON—REINFORCED FRAME INSTALLATION DETAILS ORAw t (1wC Aro. F.A. 08-00498 WALE NTS "Tc 02/23/09 s"W5 OF10 L ROBERTO LOMAS P.E. lit? "=FORD RD LEWISVXLE. NC V= wuN.seu.arso9 .m abma,Io,,.cm, SIGNED: 06/20/1017 0; STTAATTE OF ; 4, I/111111%0 Luis R. Lomas P.E. FL No.: 62514 1 A/2—MIN - —1—MIN: ---- — -- - - IItV4ri5 u— otscpwnm -- - - OAR -----AvPv4vrD- SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.l 8 ROASED PER NEW TESTING 10/29/13 R.L. a " • C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. a • : 1 1/4' MIN. EMBEDMENT 0 REVLSED WSTAlUT10N DETAILS 07/30/15 R.L CONCRETE/ 1 1/4' MIN, EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY 1 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL MAX. IX CK TO BE SHIM SPACE PROPERLY M1' IN. 1I INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 d 3/16' TAPCON MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED Of APPROVED SEALANT 3/16- TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/OPTIONAL4\ iX BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEANASONRYINSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 A. ' e a.. 5 1/4' MIN. NOTES: a'' • EMBEDMENT 1•INTERIOR AND EXTERIOR RNISHES.BYOTHERS. a •. NOT SHOWN FOR CLARITY. d' • : 2 PERfMETER AND JOINT SEALANT BY OTHERS TO BE u DESIGNED W ACCORDANCE W?N ASTIM E2112 SIGNED. 06/20/2017 2 7/8' MIN t' MIN. MI WINDOWS AND DOORS LLC I SEPARATION EDGE DISTANCEt1 650 WEST MARKET STREET iSR! LIII 041 VERTICAL CROSS SECTION GRATZ. PA 17030 t; E N S4p CONCRETE/MASONRYINSTALLATION SERIES 420 SGO 0,0 5 X 80' NON—REINFORCED FRFRAME INSTALLATION DETAILS g1 5 ¢_ TAT OF iLS=OR10: oaAww owc ho rtty G`2: 08-00498 E jr/DNAseatortNTS02/23/09 6 OF 10 tE 0 LRMRTO LCMAS P E. 14vV.00OFMROLEW*MLE.NCZM13 LYIS R. LORICS P.E. 47+-668.OW R ma$vkvnwpv.wm fl NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW O0 FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT I SHIM SPACE p10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMWG OR 2X SUCK INSTALLATXNV NOTES: I. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 iE SET IN APPROVED SEALANT MIN. RENT MIN. cw WDA'- CE 1 3/8' MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4• MAX. SHIM SPACE REVISIONS 0CSCRFtM DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WSTAUATION DETAILS 06/20/17 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS OPAMlt OMC no. F.A.08-00498 uur NTS — 02/23/09 —7 OF 10 L R08ERTO LOMAS P.F. 14M WOODFORD RO LEW4MLE NC 270th AN -630 -OW dwmaaoftnw wm SIGNED: 06/2012017 IiLIOAl moi GENSF9`P 0 /: OF 1 *= o OF;ti0 . <v Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 810 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTER/ORANO EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARrrY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCOROANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96' X 80' NON—REINFORCED FLANGE INSTALLATION DETAILS ORWMW v c Ma F.A. 08-00498 c NTS 0/E 02/23/09 1-8 OF 10 L RWERTO WULS AL 1412 WOOOFORD RO LEWMVAlQ NC27= 431- oews monuavebMAw4QM SIGNED: 06110/2017 R ! to v.',C'ENS•'P. 0 pTOFT- 0*,, itL`s • OR10P G 2 otu 11 N\\ Luis R. Lomas P.E. FL No.: 62514 RLvrsnNs OAK A ADDED CHARTS 03/05/12 R.L 0 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTAUATIONS 12/06/13 ILL 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED WSTAUATION DETAILS 06/20/17 R.L. 1/4• MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96' X 80' NON—REINFORCED FLANGE INSTALLATION DETAILS ORWMW v c Ma F.A. 08-00498 c NTS 0/E 02/23/09 1-8 OF 10 L RWERTO WULS AL 1412 WOOOFORD RO LEWMVAlQ NC27= 431- oews monuavebMAw4QM SIGNED: 06110/2017 R ! to v.',C'ENS•'P. 0 pTOFT- 0*,, itL`s • OR10P G 2 otu 11 N\\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN, SEPARATION EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE EXTERIOR ems• e : a•- : ' .'. — 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 3/16' TAPCON INTERIOR 3/16' TAPCON OCSCrtivnM CAR APPpPh9 A BED OF ADDED CHARTS 03/05/12 R.L. BY OTHERS REVISED PER NEW TESTING FDA 10/29/13 R•1.. OPTIONAL IX BUCK CONCRETEIMASONRY INSTALLATION ADDED FLANGE ANO FIN INSTALLATIONS 12/06/13 RLREVISED SECURED INSTALLATION DETAILS 07/30/15 R.L. 1 1/4' MIN. NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. EMBEDMENT T7 E REVISED INSTALLATION DETAILS I 06/20/17 R.L. 2. PERIMETER AND JOINT SEALANT BY OTNERB TO BE 1 /4' MAX. DESIGNED IN ACCORDANCE WITH ASTM E2I12 EMBEDMENT SHIM SPACE MI WINDOWS AND DOORS LLC R II` WEST650 REfT 1' MIN. MIN. INTERIOR SERIES 420 SGD96" EOCE I AE DISTANCE a D , TAT OF tv woo ho. FORIO ;; F. A . 08-00498 y6 oIVAIL%\`` scxc OAR smcrNTS02/23/09 9 OF 10 I II i l 3' v MIN aSEPARATION 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTNERB TO BE A• 1 1/4' MIN, DESIGNED IN ACCORDANCE WITH ASTM E2I12 EMBEDMENT SIGNED: 06/20/1017 MI WINDOWS AND DOORS LLC R II` WEST650 REfT 1' MIN. GRA Z, PAK17030ET EDGE DISTANCE SERIES 420 SGD96" 0 6 • * = X 80` NON -REINFORCED AELATIONTAILaFLANGEINSTALLATIONDETAILS a D , TAT OF tv woo ho. FORIO ;; F. A . 08-00498 y6 oIVAIL%\`` scxc OAR smcrNTS02/23/09 9 OF 10 4R09ER10LC11S. 1+32wD00FORO RO Lfn7S*MLECz7at7 Lu63 R. Lames P.E. u+fid!•06o9 r ufQiwuwwbmapraom FL No.: 62514 WOOD FRAMING 1/4' MAX BY -OTHERS - -I- I SHIM SPACE 18 WOOD SCREW INTERIOR 1 1/4' MIN. EMBEDMENT APPROVED SEALANT J BEHIND FIN EXTERIOR 03/05/12 R.L. 7/16' MIN 8 RENSM PER NEW TESflNG 10/29/13 R.L. EDGE DISTANCE C ADDEO FLWCE AND FIN INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION DETAIL 0 REVISED INSTALLATION OCIAILS 07/30/15 R.L ' WOOD FRAMING OR 2X SUCK WSTAt1ATION METAL STRUCTURE 06/20/17 RA - BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/4' MAX. qe HOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR SHIM SPACE 51 k 010 SCREW LF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLA TION SEE SHEETS i•9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY: 2. PERIMETEAAND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT SCREWIO PANOOD I EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING HOOK STRIP INSTALLATION AMSONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON-REINFORCEO FIN AND HOOK INSTALLATION DETAILS oRArrc o.ro no. F.A. 08-00498 sant NTS °Ah 02/23/09 —10 OF 10 L $VWRfO LOM<S P.E. 1472 »VOOFORO RO LEW7SvRLE. NC 27= 43"W446W a&na@ .,M*omn SIGNED: 06110/2017 ft.. to v GENSF,JI o,A6 51 . k ro7i STTA ATllccE OF iv 1;, A<ORIOr• t''\ i///1/PjsfONA 11? G` Luis R. Lomas P.E. FL No.: 62514 A ADDEO CHARTS 03/05/12 R.L. 8 RENSM PER NEW TESflNG 10/29/13 R.L. C ADDEO FLWCE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OCIAILS 07/30/15 R.L ' E REVISED INSTALLAPON OETMLS 06/20/17 RA - 1 5/8' MIN. EDGE DIST. TRIM e' 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/ zi B 1/2' MIN. EDGE DISTANCE HOOK lx BUCK BY OTHERS. Ix BVCK TO BE PROPERLY SECURED a 3/16" TAPCON A PANEL INTERLOCK SHIM SPACE 51 k 010 SCREW LF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLA TION SEE SHEETS i•9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY: 2. PERIMETEAAND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT SCREWIO PANOOD I EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING HOOK STRIP INSTALLATION AMSONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON-REINFORCEO FIN AND HOOK INSTALLATION DETAILS oRArrc o.ro no. F.A. 08-00498 sant NTS °Ah 02/23/09 —10 OF 10 L $VWRfO LOM<S P.E. 1472 »VOOFORO RO LEW7SvRLE. NC 27= 43"W446W a&na@ .,M*omn SIGNED: 06110/2017 ft.. to v GENSF,JI o,A6 51 . k ro7i STTA ATllccE OF iv 1;, A<ORIOr• t''\ i///1/PjsfONA 11? G` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE OESIGNED 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 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. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063 -TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 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 1" 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 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL ISGA. 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0. Xx. XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS P0510" 00CMPTION DATE ,vw+oKo ADDED FLANGE MIO FLN WS AL ATION 12/10/13 R.L. REVISED INSTALLATIDN DETAILS 06/03/15 R.L REVISED INSTAU,ATKIN DETAILS 106/21/17 1 R.L. SIGNED. 06421/2017 MI WINDOWS AND DOORS LLC 0111111r//// 650 T MARK ET STREET REto, moi GRE PA J S g*: 0 6 >eSERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96• NOTES E OF F• (pR10P• SsIONA 'EE \\ LAWN orrc Na 08- 11-1 9 REV C AU atcNTS 10/30/13 OF 10 Will R. Lomas P.E. LRMERIOLOLA,SPE. IAJVW000 Wft0LEWSVLLLENC2707J 47x4"46" roonaSvw0 utwcom FL NO.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMBER OF LOCATIONS REOUIREO 6' MAX I I 17' MAX O.C. 6' MAX 6' MAX 1 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX / SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s35.0PSF NONE SEE CHARTS I1 AND 42 FOR OTHER UNITS RATINGS NOTES. L MAXIMUM PANEL SIZE: 48 1/1' x 95' 2. MAXIMUMO.L0.:44Wx905j- HAROWARESCxEDuLE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3l4' ON CENTER FROM PAN METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM JMINUM$%3•T6 REINFORCEMENT (666) AT ALL PANEL W TERLOCKS CHART sl WHERE WATER INFIL7RATXXN RESISTANCE IS AEOUIRED. ACV 00CRPAON A ADDED FLANGE AND FN INSTALLATION 12/10/13 R.L 8 REVISED INSTAUATKNi OETNLS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. D60917 preswr0 chart (Aso ROns Sbpb Fbftl and T" Frww Wan (h) 1Agh1 70.0 36.0 420 IAO h) 60.00 7200 8100 9o Pos Nog P & 0 os Nov Pos Nov 84.0 40.0 56.4 40.0 50.9 40.0 42.0 s&0 T40.O45.7 40.0 55.2 40.0 a8.0 39.4 39.4 920 40.0 52.4 40.0 45A 37.1 37.19&0 SZ4 52.4 45.4 45a 40.0 40.89&0 40.0 49.8 40.043.1 350 35.0 CHART 42 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I r.MI RT &4 DOSl94 PMSsurs Chart (pSQ A tut Sngb Pano1 and TOW FMv Wdln (n) QOM J0.0 MO 420 4&0 00 60.00 7200 6400 9&00 Pos I Net I Pos -14;--Pos Nog 0 8.4 50.a 50.9 50.9 45.7 45.7 8&0 552 552 46.0 48.0 43.0 43.0 339A39,4 920 SZ4 52.4 45.4 45a 40.0 40.89&0 8..0 49A 49.8 417 r.MI RT &4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V.L 1 08-02249 souX NTS Orrz 10/30/13 s"W2 OF 10 L 908ERTO LOAW P.E. 743."W000FORO RDLEWKVXLE. NC 270" 43rrse.o6d9 'oorrv rpp4xnxsgsam SIGNED: 06/21/2017 04, V'EN`sd`9`i' 0 51•*= 0R%D G• ONA"Ea\` Luis R. Lornos P.E. FL No.: 62514 Numbw or&Rcbor low(tons f"ul Rai SrVIa P4nW and TOW Rano WM (61) HWU JLLO 1J&01 42.0 4&0 60.0 1T201 s" 9&o N6S I Jamb I Nis Jamb HaS Jame uss Jamb 8..0 a 6 5 8 6 1 6 6 6 8s.0 4 6 5 6 6 6 6 6 92o 4 6 S 8 s 6 6 6 9&0 4 6 5 6 6 6 8 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V.L 1 08-02249 souX NTS Orrz 10/30/13 s"W2 OF 10 L 908ERTO LOAW P.E. 743."W000FORO RDLEWKVXLE. NC 270" 43rrse.o6d9 'oorrv rpp4xnxsgsam SIGNED: 06/21/2017 04, V'EN`sd`9`i' 0 51•*= 0R%D G• ONA"Ea\` Luis R. Lornos P.E. FL No.: 62514 A FF HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX6" AIAx O.C. I 6' MAX 6' MAX Numbor o/anchor locadonsmaulrod 17" MAX O.C. 6" T— AX 4ME GHT 6" MAX Frmto grOb P011o11 4 TwW Unit WW111(N) 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SIAucHoas PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIONPRESSURERATING F lA1PACTRATING REQUIRED t35.0PSF NONE SEECNARTS II AND a SHEET 2 FOR OTHER UNITS RATW+GS HARDWARE SCHEDULE ED HANDLE SET (99-04-145) AT 36 314' ON CENTER FROM PANEL BOTTOM IDEM ROLLERS (99-17-195) AT EACH ENO OF PANEL BOTTOM RAILS T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS M I ocscwvnom we APP -.0 A ADDED FLm= AND nN INSTAI. ATION 12/10/13 R.L. 6 REVISED INVALIAVON DETAILS 06/03/15 R.L. C I REVISED INSTALLATION DETAILS 06/21/17 P -1 - NOTES: I. MAXIMUM PANEL SIZE: 48 ltr x 95' 2. MAXIMUM D.L.O.: 44 S,8' x 90 Sr CHARr#4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION V.L 1 08-02249 x"F NTS o'n 10/30/13 —3 OF 10 L ROWRTO LONKS P.E. tai' V4000FOR0 RO LEWSVa.LE, Nc 2110;77 4344664609 4*w2fitlmavoaaam SIGNED: 0621/2017 0 6 R T OF - az 4rk 0/0NAi1E `N Luls R. Lomas P.E. FL No.: 62514 Numbor o/anchor locadonsmaulrod Frmto grOb P011o11 4 TwW Unit WW111(N) HNIN 30.0 36.0 420 48.0 60.0 720 84.0 9” N6S Amb N6S Jamb MSS I Jamb N8S Jomb 4.0 4 6 5 6 6 - 6 6 6 86.0 4 6 S 6 8 6 6 6 820 4 6 5 6 6 6 6. 6 90.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION V.L 1 08-02249 x"F NTS o'n 10/30/13 —3 OF 10 L ROWRTO LONKS P.E. tai' V4000FOR0 RO LEWSVa.LE, Nc 2110;77 4344664609 4*w2fitlmavoaaam SIGNED: 0621/2017 0 6 R T OF - az 4rk 0/0NAi1E `N Luls R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD J SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE - - - — 1 3/8• MIN. EMBEQMEM 1/4" I MAX. SHIM RLNSCuS RN- — --- --p Ip,J — MTE APPW4W A ADDEO FUND AND FIN INSTALLATION 12/10/13 Rl. 11 RCASEO INSTALLATION OVAL S 08/03/15 Al. C REVISED INSTALLATION OETALLS 06/21/17 RL SPACE 1 3/8' MIN. _ 1/4' MAX. EMBEDMENT I SHIM SPACE T— ------ TV1/2' MIN. EDGE DISTANCE EXTERIOR II 11 11 I) INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT LIN. tuue u15UNCE VERTICAL CROSS SECTION uv000 FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITII ASTM E2112 10 WOOD SCREW EXTE w00o FRAMING JAMB INSTALLATION DETAILOR2XBUCK By OTHERS WO0DFR4MWGOR2XBUCKINSTALLA770N INTERIOR SIGNED: 08/21/2017 MI WINDOWS AND I LIIIC/ 650 WSMARKET STREET GRATZ. PA 17030 0, S, S SERIES 420 SGD REINFORCED WITHOUT ADAPTER ir• 5 c1Oaw- 9TA X 96" FRAME INSTALLATION DETAILS v jo 5 E7O,• TAT Of oR,ral: arc 'a. RLv cF •; ORIOQ: • ? V.L. 08-02249 C i'rs` do \ NA` 1\ scua NTS 0"11 10/30/13 ST4 OF 10 LAMRTOLOMtiSP.E. Iq2 W000ADRO RD LE-s`v&LE NC 27027 LY1S R. Lomas P.E. 4.u4u- N9 FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL 1/4 MAX. STRUCTURE SHIM SPACE By OTHERS AF;4 ----- L.J I 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW EXTERIOR II II * II II INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAU AWN NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT T — 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. r SHIM SPACE R[N90t 06CkP110N G1L APPROVED ADOED FLANGE ANO FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION VETAILS OE/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/21x2017 MI WINDOWS AND DOORS LLC w%%IIIIII,// 650 GRATZ. MPAK17030REET to 4'f . RENJS sF s SERIES 420 SGO REINFORCED WITHOUT ADAPTER s 0.625 * = FRAME INSTALLATION DETAILS p TAT OF cF•'OlOR10T; • 00AWX owc NO. REv V.L 08-02249 C is`s10NAt E G 5C"E NTS OATC 10/30/13 —5 OF 10 Ilffllllll` L4088RTOIOVA.SPS 14= WOOM'ORV RO LEwIBVU& NC 27077 Luis R. Lomas P.E. 43&"facos Aomss®wbrum,00n FL No.: 62514 APCIIOYL9 -- — I, MIN: SEPARATION EDGE DISTANCE A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REMO INSTALLATION DETAILS 06/21/17 R. L. e • 1 1/4' MIN. EMBEDMENT 1 1/4• MIN. CONCRETE/ EMBEDMENT MASONRY L BY OTHERS J 1/4' MAX. E SHIM SPACE OPTIONAL IX BUCK— 1 • 1/4• MAX rSHIM SPACE TO BE MIN, I INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 v .. 3/16' TAPCON 3• MIN v I SEPARATIONTERIOREXTERIORIN v'. ' SILL TO BE SET IN A BED OF v " APPROVED SEALANT 3/16• TAPCON J, EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/OPTIONAL. 4SECURED1XBUCK CONCRETE4"SONRY INSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SEE NOTE 3 SHEET 1 a . • F NOTES: a 1 1/4• MIN. 1.INTERIOR AND EKTERIORRNISHES,8YOTHERS. e. . •' •' EMBEDMENT NOT SHOWN FOR CLARITY. u : 2. PERIMETER AND J01JVTSEATSTN RSTp8E Q a DESIGNEDACCO£HA1 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 2 7/8• MIN 1• MIN. 650 WEST MARKET STREET R.LOsjSEPARATIONEDGEDISTANCEGRATZ, PA 17030 v .0 E iv F• VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER 5 tOTA;f CONCRETE/MASOIJRYfNSTALLATlON FRAME INSTALLATION DETAILS•o: PYOF:"c owrm owc w. as O'° F•'OLORIOP• ` v.l r-41 08-02249 C 7ONAi4S yG\. NTS °`TE 10/30/13 SM LT6 OF 10 L. RODER70LOM okSP,E. 14V w000FORO AO LEwLSvxLE. A1C z7029 LUIS R. Lomas P.E. 43"".609 amuso&lw _ FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3%8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM SPACE 11110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS I10 WOOD SCREWS EXTERIOR U -U U INTERIOR VERTICAL CROSS SECTION WOOO FRAINING OR 2X BUCK INSiALLATK)N NOTES. I. INTERIOR AND EXTERIOR FINISHES• BYOTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE VOM ASTM E2112 rO BE SET IN OF VEO SEALANT MIN, uENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLM$IONS REV OTsaevrQN aTE APPROVM A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/o3/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L 1/4' MAX. SHIM SPACE INTERIOR RMT;n-- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 06/21/2017 MI WINDOWS AND DOORS LLC L1t Irrlp-, MARKET STREET650 GRATZ.PA17030 J S\CENS Ij'Fs; i SERIES 420 SGD REINFORCED WITHOUT ADAPTER V 1! G•, 5OcFFLANGE •oa98" X 96' INSTALLATION DETAILS oItTO _— i ATE V•LV.L 08-02249 acv C o RtO:• jv iSS/ G NTS oAX 10/30/13 510LT7 OF 10 NAit; LRMRrOLDAULSPe Ir22W0WF0 OROLEMa$VILLENCY7= Luis R. Lomas P.E. 434443 - 0cos as rlmnPvown FL No.: 62514 1/2' MIN. EDGE - rDISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR RLVLswrls 0E3CF4PnM — --- ---are I opamw A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.I.. ' 1/4' MAX. B REVISED INSTALLATION DETAILS 08/03/15 R.L. SHIM SPACE C REVISED INSTALLATION DETAILS 06/21/17 R.L. T 110 SMS OR SELF DRILLING SCREW INTERIOR J. TO BE SET IN BED OF PROVED SEALANT 1/2!, MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. 8YOTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE OISTAN( T_ 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS r iv ren JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC tttlllrrrl/j 650 WEST MARKET STREET GRATZ, PA 17030 5 R'. L 0- E9pS SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X FIANCE INSTALLATION DETAILS a 6EA• TA 7 OF w• OR#Aft REV 08-02249 SCAU NTSC ouc 10/30/13 8 OF 10 L. RMRTOLOWA49PE. 14=W1000FOR0 RO LEWISVRLE. NC 27077 LULL R. Lomas P.E. 4364"440 aamas®awnurlk,a FL No.: 62514 1 1'/2" MIN. 1 • MIN. aLrmons SEPARATION EDGE DISTANCE acv GFSCbPTpN oATE Al PRM A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION OETAaSa•08/o3/Is R.L• 1 1/4• MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L. a EMBEDMENTCONCRETE/ . '•' 1 1/4• MIN. MASONRY _ BY OTHERS 1/4• MAX. EMBEDMENT OPTIONALSHIM SPACE IX BUCK _ MAX. TO BE —r — SHIM SPACEPROPERLY :,•a ISECUREDMIN . • INTERIOR SEE NOTE 3 EDGESHEETt DISTANCE 3/16" TAPCON ` EXTERIOR INTERIOR MIN. SEPARATION SILL TO BE SET IN v ' A BED OF 3/16• TAPCON 3/16• TAPCON APPROVED SEALANT 3/16- CONCRETE/MASONRY BY OTHERS JAMS INSTALLATION DETAIL MASONRY/ CONCRET&MASONRYINSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: i I.INTER/OR AND EXTERIOR FINISHES,BYOTHERS. a! •• ' • a EMBEDMENT MIN NOTSNOWNFORCLARITY. a ..' 2 PERM4ETER AND JOWT SEALANT BY OTHERS TO LTE OESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 2 7/8• MIN. i- MIN, VIII WINDOWS AND DOORS LLC 7\11111(!/I SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 R' to 1 i VERTICAL CROSS SECTION GRATZ, PA 17030 ,- E N S 9; RYWSTALLATION SERIES 420 SGO REINFORCED WITHOUT ADAPTER ic• 11 r FLANGE INSTALLATION DETAILS '""SC oaAw/t 0•• TAT OF - V.L. oWc 08-022x9 aLv OR10T; G`'`` scut NTS ° n 10/30/139 OF 10 C i iS,ONA` l d` L A06ERTO LOADS P.E. 4-V1470MROR0LEWISVILLE NC Z7= Luis R. Lomas P.E. 4344 460 fflx r rn,. =m FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 1/4 MAX I SHIM SPACE 7/16" MIN EDGE DISTANCE aAswd A>E cAw1a11 MTE Avpp0vE0 A ADDEO FLANGE AND FW INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L MASONAY.CONCAETE C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8" MIN. EDGE DIST. 1/2 MIN. METAL STRUCTURE EDGE BYjTERR 1/2 MIN. TRIM a DISTANCE EDGE DISTANCE INTERIOR yv00D FRAMING 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS BY OTHERS 1/4" MAX. SHIM SPACE 1 3/8" MIN. 1X BUCK BY OTHERS. HOOK STRIP 1 X BUCK TO BE EDGE DISTANCE PROPERLY SECURED JAMB INSTALLATION DETAIL EXTERIOR wGOO FRAMING OR 2X BUCK INSTALLATION PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY.CONCAETE APPROVED BEHINpFIN 1 1/4" MIN. 1/2 MIN. METAL STRUCTURE EDGE BYjTERR 1/2 MIN. 8 w000 EMBEDMENT DISTANCE EDGE DISTANCE SCREW yv00D FRAMING BY OTHERS INTERIOR TRIM 1/4" MAX. SHIM SPACE 1 3/8" MIN. 7/16" MIN EMBEDMENT EDGE DISTANCE HOO HOOK STRIP DRILLING SIDC10 REW 10 WOODSCREW PANELF1INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR METAL STRUCTUREHOOKSTRIPINSTALLATION al BUC+GWOOD FRAMING SIGNED: 06/21/1017 MI WINDOWS AND DOORS LLC 0\%IIIIIIII, 650 WEST MARKET STREET 5 R' LOQ VERTICAL CROSS SECTION GRATZ. PA 17030 N E Ny.• : 9 i WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1r• It06 FOR SILL INSTALLATION SEE SHEETS e.9. 96" X 96" NAILFIN 6[ HOOK IMSTALLATION DETAILS p E OF : 1. WTTERIORANO EXTERIOR FINISHES. BYOTNERS, V LNOTSHOwNFORCLARr1Y 08-02249 C//` 2PERIMETER AND JOWT ONAj1E` SEALANT BYOTHERS ToBE NTS OATS 10/30/13 710 OF 10DESIGNEDINACCOROANCEWITHASTA! E21 r2 L ROSERTOLOM4S P.E. tut 1000OFORO RO LEWSVuE. AC 27p.:J LYIS R. Lomas P.E. BSef-0609 Ma+ILs®6lorpplm FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIOAp BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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. WINO 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 ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS R O IIR D FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-, 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 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 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 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 S. 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 18GA 33KSI OR ALUMINUM 6063—T5 .048' THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS NO, DESCRIPTION 1 I NOTES 2 1 ELEVATION 3 — 9 1 INSTALLATION DETAILS IIfM90t4 COMMON MIE I MP mw A ADDED CHARTS 03/06/12 1 R.L. 0 REVISED PER NEW TESTING 10/15/13 R. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 ' REVISED wwALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLCft 650 WEST GRATZ . PAKSTREET 170 O LO SERIES 430 SGID2 x 80' NON REINFORCED yt 611a3' yNOTESAAfi' DOF i'e'c•S'OlOR10T; Pane owe I10. aLv 08—010 502 E G? SOMA i1 T1` suuc *ArcNTS 02/23/09 1 OF 9 Luis R. Lomas P.E. fL No.: 62514 LAMRrOtOMASP.E. f43?WODOFOADRDLEWWXL&NCrro2, 3+4884609 A &MES(A Nnaw, mm 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX -{ 17 {- -( 6' MAX I D.C.. I I 6' MAX L 17' MAX 80' O.C. MAX RAME L. 6' MAX I SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t4O.OPSF NONE SEE CHARTS of AND 02 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 1/2"x 79• MAX/MUM D.LO.: 4a 3(4'r 713.8' HARDWARESCHEDULE FLAT MOUNTED HANDLE SET (9944-145) AT 38 314• FROM PANEL 60TTOM METALLIC TANDEM ROLLERS (9917.195) AT EACH ENO OF PANEL BOTTOM RAILS Df50tm1ax AWED CHARTS REVISED PER NEW TESIWG ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART s1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET f De9Fgn pressure chart (pso Frame Single Panel and Total Framo Width (in) Height in) 30.0 36.0 420 47.7 90.00 108.00 126.00 143.00 Pas T Nap Pos Nog PosNeg Pos I Nog180.0 40.0 54.9 40.0 1 48.0 40.0 F432 40.0 1 40.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure chart (psQ Frame Single Panel and Total Frame Width (in) hbight 30.0 1 36.0 420 47.7 in) 90.00 1 108.00 126.00 143.00 POS I Nop I Pos I Nog I Pos I Nog I PCs I Nog 06/22/17 1 R.L 80.0 549 54.9 48.0 1 48.0 1 43.2 1 432 1 40.0 1 40.0 CHART+Q Number of anchor IoesHonsrequlrod Frame, Single Panel and Total Fram7 Width (in) Height le) 30.0 3G0 1 420 1 47.7 90.0 108.0 1 126.0 143.0 NdS Jamb H&S Jamb HE I Jamb I NILS I Jamb 80.0 6 5 7 5 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 1 08-00502 SCALE NTS I o"'E 02/23/09 -2 OF 9 L R09ERTOLONAS P.E. 1412 ne000M R0 RO LENISvrcLE. NC 27= 411.68,746119 Oa usetrNort ayr.ara SIGNED: 06/22/2017 G E NSto. •,p i v* • I((1p6 fr p • 7AT OF"-i- i Fss O0 ROt 11/11111110 : Luis R. Lomas P.E. FL No.: 62514 ale AFPRO'O 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 1 R.L SIGNED: 06/22/2017 G E NSto. •,p i v* • I((1p6 fr p • 7AT OF"-i- i Fss O0 ROt 11/11111110 : Luis R. Lomas P.E. FL No.: 62514 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO W ACCORDANCE WITMASTM E2112 SET IN APPROVED y10 WOOD MIN. SCREW BENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR rj 13::l JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK 1NSTALLA TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" z 80" NON REINFORCED FRAME INSTALLATION DETAILS oKw t o c no F.A. 08-00502 NTS — 02/23/09 1-3 OF 9 L ROSEHTO LOML4 P,B. 11)2 KOOOFORO RO LEWISV¢LE. NC 27027 11.660,0609 dbnus@trbr 2$pv Som SIGNED: 06122/2017 R ! IL 0 GENsd`'9`P 0 51 ••*= E OF SjS•ONA>110 G` Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. uv RLM9011S 0cv-Qv 0" We A ft0VTO EDGE OISTANCE A ADDED C7WLT5 03/06/12 R.L 6r REVISED PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8' MIN. C ADDED FLANGE INSULLATIONS 12/06/13 R.L OR 2X BUCK EM BE MENT D REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1/4" MAX. E REVISED INSTALLATKIN DETAILS 06/22/1) R.L. SHIM 010 WOOD SCREW - SPACE 1 3/8' MIN./4' MX. A EMBEDMENT SHIM SHIM SPACE II 1MIN. INTERIOR EDGEE DISTANCEISTANCE EXTERIOR INTERIOR I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO W ACCORDANCE WITMASTM E2112 SET IN APPROVED y10 WOOD MIN. SCREW BENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR rj 13::l JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK 1NSTALLA TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" z 80" NON REINFORCED FRAME INSTALLATION DETAILS oKw t o c no F.A. 08-00502 NTS — 02/23/09 1-3 OF 9 L ROSEHTO LOML4 P,B. 11)2 KOOOFORO RO LEWISV¢LE. NC 27027 11.660,0609 dbnus@trbr 2$pv Som SIGNED: 06122/2017 R ! IL 0 GENsd`'9`P 0 51 ••*= E OF SjS•ONA>110 G` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR IS OR TRILLING INTERIOR L TO BE SET IN BED OF APPROVED WAIT 12' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1/4' MAX. r SHIM SPACE I 1/2* MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR PENSIONS DTSCRPPON GATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEVILS 08/05/15 R.L. REWSEO INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143` x BO' NON REINFORCED FRAME INSTALLATION DETAILS GRAM:0wt NO. F.A. 08-00502 5 E NTS ° 1E 02/23/09 —4 OF 9 L R06MRTO LOM" P.E. 1682 WOOOFORO RD LEWSVILLE XC 270M 44A682F0T09 Ab r.mm SIGNED: 06/2212017 ILIo41/,i v\OENSr.•9 i o 5 •- O, TATE OF siYS/oMA 11\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN, SEPARATIQN 1 EDGE DISTANCE a 1 1/4' MIN, EMBEDMENT CONCRETE/ • a: MASONRY R.L BY OTHERS ADDED FLANGE INSTALLATIONS OPTIONAL 1X 13VCK R,L TO BE REVISED INSTALLATION DETAILS PROPERLY R,L SECURED 14 MAX. SSEENOTE3 HIM SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/- CNRY/ RETE BY OTHERS INTERIOR acrwv^nvN VERTICAL CROSS SECTION CONCRETE/A 4SONRY INSTALLAnoN 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE MIN. SEPARATION .. 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE INTERIOR a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONC41ETFANASONRYINSTALLA17ON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES;- 1. OTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS oo..et ONG UO. F.A. 08-00502 scu NTS °"R 02/23/09 5 OF 9 L ftWRrocoutis v.E, fAX' W000F0R0 RD LEIVTSVIUE. NC 2727f '93448"W flWMSV&ftRQSp0,C0M SIGNED: 0621!2017 1III ftto GENS'9s. lt• a„tgrr TAT E OF F•'OR10P • Ss/ONA 11F tG\ Luis R. Lomas P.E. FL No.: 62514 a,bns oEscf V110w OTE AMO+LD ADDEO MTSC 03/06/12 R.LP0A REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R,L 1/4' MAX REVISED INSTALLATION DETAILS 08/05/15 R,L r SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONC41ETFANASONRYINSTALLA17ON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES;- 1. OTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS oo..et ONG UO. F.A. 08-00502 scu NTS °"R 02/23/09 5 OF 9 L ftWRrocoutis v.E, fAX' W000F0R0 RD LEIVTSVIUE. NC 2727f '93448"W flWMSV&ftRQSp0,C0M SIGNED: 0621!2017 1III ftto GENS'9s. lt• a„tgrr TAT E OF F•'OR10P • Ss/ONA 11F tG\ Luis R. Lomas P.E. FL No.: 62514 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X WCK MTAUA770M NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SEC IN APPROVED MIN. RENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE RLvo7oms R/v 00C PT" CATE APP"M A ADDEO CKARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO I1-4NGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISEO INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS OR -lot owc uo F.A. 1 08-00502 scut NTS I "t 02/23/09 1 sHM 6 OF 9 L. ROWATO LO "S P.E. 1472 WOOOAORO RD LEWISvuLE. NC 27= 436- 0 jbv0 oan SIGNED: 0&2212017 0 G E NSF OSE OF ; Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE OISTiLkE 1 3/8' MIN. WOOD FRAMING EMBEQMENT OR 2X SUCK BY OTHERS ii 1/4' i SHIM 110 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X WCK MTAUA770M NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SEC IN APPROVED MIN. RENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE RLvo7oms R/v 00C PT" CATE APP"M A ADDEO CKARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO I1-4NGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISEO INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS OR -lot owc uo F.A. 1 08-00502 scut NTS I "t 02/23/09 1 sHM 6 OF 9 L. ROWATO LO "S P.E. 1472 WOOOAORO RD LEWISvuLE. NC 27= 436- 0 jbv0 oan SIGNED: 0&2212017 0 G E NSF OSE OF ; Luis R. Lomas P.E. FL No.: 62514 1/2' MIN, METAL I EDGE OISTANCE r STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 110 SMS SELF ORILI SCi METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAWTION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED 6V ACCORDANCE WITH ASTM E2112 L TO BE SET IN KO OF APPROVED CANT METAL STRUCTURE BY OTHERS EXTERIOR jAM8 INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORAIM vAc P O F.A. 08-00502 scut NTS — 02/23/09 —7 OF 9 L R08ERT0 LAMAS P.F. 1412 KwomRO RD LEWISVLLLE, ALC 27027 4M•62"m im n"Oksa ispa am SIGNED: 06/22/2017 N, R ! IC/o' i STATE OFA- OR I'D Lu13 R. Lomas P.E. FL No.: 62514 REV REVISIONS C6CPoPIIOr DATE APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTNG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 08/05/15 R.L 1/4' MAX. E REVISED INSTALLATION DE AO S 06/22/17 R.L r SHIM SPACE MIN, EDGE INTERIOR DISTANCE 110 SMS OR SELF DRILLING CREWSSCREWS METAL STRUCTURE BY OTHERS EXTERIOR jAM8 INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORAIM vAc P O F.A. 08-00502 scut NTS — 02/23/09 —7 OF 9 L R08ERT0 LAMAS P.F. 1412 KwomRO RD LEWISVLLLE, ALC 27027 4M•62"m im n"Oksa ispa am SIGNED: 06/22/2017 N, R ! IC/o' i STATE OFA- OR I'D Lu13 R. Lomas P.E. FL No.: 62514 1 1/2- MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1- MIN. EDGE DISTANCE EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN, EMBEDMENT MIN. EDGE o DISTANCE . • ' MIN. SEPARATION v' 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS S • a' 1 1/4• MIN. EMBEDMENT REV ocsoRpnoo 2 7/8- MIN. 1- MIN, OPTIONAL EDGE DISTANCE 1X BUCK R.L TO BE REVISED PER NEW TESTING PROPERLY R.L. SECURED 1/4- MAX SEE NOTE 3 SHIM SPACESHEET1 REVISED INSTALLATION DETAILS 08/Oa/15 3/16' TAPCON EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN, EMBEDMENT MIN. EDGE o DISTANCE . • ' MIN. SEPARATION v' 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS S • 11/4 MIN. EMBEDMENT REV ocsoRpnoo 2 7/8- MIN. 1- MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION R.L CONCRETEiMASONRY IHSTALLAT0N REVISED PER NEW TESTING 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR rl -M JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/AfASONRY INSTALLArION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: RLv1sIONs NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE REV ocsoRpnoo WIC APPRowo A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/Oa/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L INTERIOR EXTERIOR rl -M JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/AfASONRY INSTALLArION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITH ASTM E2112 SIGNED: 06/2712017 M' OSTORS l RL. 650DWSS MARKET REETLLC N \S L() * i'i GRATZ. PA 17030 v •VGENy 9+i± k•,f1SERIES430SOD143' x NON REINFORCES* 4 Po; I80" NSFLANINSTAUATION DETAILS TATTAYFLANGE F•IOR%0t • DRUM:lM•C REV EG` NTS 02/23/ 09N9. nut oA1L08 9000T502 8 OF 9 LROSERTOLOMMP.E. 1478 WOODFORD RD LEWISVIUE NC 27029 Luis R. Lomas P.E. FL439465-oq9 oamawom No.: 62514 acNSIONS Rev OcseaP110" DATE APPROVED A ADM CWIRTS 03/06/12 RL 6 REVISED PER NEW TESZWC 10/15/13 R.L 1 5/8• MIN. C ADDED FLANGE OISTALLATIONS 12/06/13 R.L. EDGE 01ST. 0 REYISEO INSTALLATION DETAILS 06/05/15 R.L E REVISED INSTALLATION OETAILS 06/22/17 R.L TRIM d d 1 1/4- MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS rX BUCK BY OTHERS. HOOK STRIPX BUCK TO BE METAL STRVCTURE1/2 MIN. ROPERLY SECURED BY OTHERS EDGE DISTANCE TRIM EXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP DRILLING I a SCR 1/2' MIN. EXTERIOR PANEL INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8• MIN. EMBEDMENT NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHEAS HOOK STRIP NOTSHOWN FOR CLARITY. B 10 WOOD 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCOROANCE V4TH ASTM E2112SCREW SIGNED: 0612212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREETLO i, 2K 8UCK4VOOD FRAMING GRATZ. PA 17030 v •Vr, E N SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS TAT OFp • 0, ORAW . o.c asacv F.A.08-00502 iORIOT;• t'` E OfyAl stat NTS a"E 02/23/09 9 OF 9 1ll ll i l lO LR08EATOLOMASP.E. N3TWOWJ;0ROROLEW15vUE.NC2Mn Lis R. tomuosas P.E.P 43+6800609 Hanan pcvm FL No.: NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. 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 RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR C0-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS R O IR n FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 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 1" 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 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 16GA. 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION IIETAII S WE Af PROvEl1 A I ADOEO CHARTS 03/06/12 R.L B RENSEO PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 RMED INSTALLATKIN OETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06,122/2017 MI WINDOWS AND DOORS LLC 11111R111j 650 WEST MARKET STREET GRATZ. PA 17030 5 R' tk• SERIES 430/aa0 XIX SGO 143' x 96' REINFORCED o ENOTES AQ : TAOf o- T : i FS ` OR1011 G I AW. F.A. awe my 08-00503 E S/oljlAlilEN\\`` Luis R. Lomas P.E. NTS °i 02/23/091 OF 9 LAMERTOLOMA,SP.E AV e000FOR0RD LEWWVUE. AC 27M 4.v<wam .aomra trbmasp,,00r„ FL No.: 62514 6' MAX - 1 6' MAX T- 1 17' MAX O.C. 96 - MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH 1 ANCHORS PER LOCATION E CHART B3 FOR MBER OF LOCATIONS OUIRED 17' MAX 6' MAX O.C. C SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS Of AND "FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 46 11r 95' 2. hIAXIMUMO.L0.:4434'x90SB' MOUNTED HANDLE HAROWARESCHEDULE AT 37 374' ON CENTER FRO AT EACH ENO OF PANEL 8C 1T ALL PANEL INTERLOCKS INTERLOCK ADAPTOR AT 0 PANEL INTERLOCK Rw oTstxvlael A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS 0 REVISED INSTAIIATION DETAILS CNARr*1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 DW9n PressurO rt(,D$* Emma Yy10 Panel and T01a1 F(eno Wkkh (n) Herat J0.0 36.0 420 1 47.7 IIn) 90.00 100.00 126.00 14300 POs Np Pos N•9 Pos Np Pos NOV64.0 90.00 10400 12&00 PCs Np Paz Np POs Nap w.0 80A w.0 s7.9 .0.0 520 w.0 48.0 66,0 w.0 60 0 w.0 51.8 w.0 40.9 40.0 15.0 920 40.0 1 59A 1w.0 51.7 40.0 16.1 40.0 1 123Saow.0 58.8 w.0 49 0 404 43.7 1 40.0 1 400 CHART*2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEF Mn7E 0 SUCCI . OWgn Pressure Chat (pso Rano Sligo Panel ane Total Frain W Wth (In) WON 3a0 2&0 420 47.7 90.00 10400 12&00 PCs Np Paz Np POs Nap 14300 Paz Noe U.0 60.0 600-- 57.9 57.9 520 520 48.0 48.0 60.0 60.0 604 51.6 54.6 40.9 .89 45.0 45.0 920 59.6 59.6 51.7 51.7 46.1 4&1 423 423 90.0 5&6 5&6 49.0 490 43.7 43. 40.0 a0 0 CHART s3 Numbero/anchorlotauonare0ulred Ramo 000 Pard an0 Total Rano WkM (in) 300 1 30.0 420 Iq.7 In 00.0 106.0 126,0 1 1420 N4S Jamb HaS I Jamb N4S Jamb HAS Jamb 840 6 6 1 7F 6 b 6 9 16 8" 7 8 7 6 6 6 9 8 920 7 6 7 0 8 8 1 9 6 96.0 7 8 7 6 6 8 1 9 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2. PA 17030 SERIES 430/4.40 XIX SGO 143- x 96' REINFORCED ELEVATIONS F.A. 1 08-00503 sr" NTS - 02/23/09 -2 OF 9 L RO9ERTOLOwLSP.E. I.3? WOOOFOROR0 LEWASV8.LE NC 27023 43•fd64609 6ATt APPROAEO 03/06/12 R.L. 10/15/13 R.L. 12/06/13 RL 06/05/15 R.L. 06/22/17 R.L. SIGNED: 062=017 lR ! to G E 0 5 ••*= 4F1f+• 0R10T: G?\• s1ONA 11?`` Luis R. Lomas P.E. FL No.: 62514 710 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 II II INTERIOR cwc v uv,c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUlATK1N NOTES: 1 • INTERIOR AND EXTERIOR FINISHES, BYOTNERS, NOT SHOWN FOR CLARITY, Z PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHAsTM E2I12 10 WOOD SCREW BE SET IN F APPROVED MIN, BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. REVISIONS DESpUP " MTCEDGEDISTANCE WOOD FRAMING 1 3/8 MIN. 03/06/12 OR 2X BUCK EMB ENT BY OTHERS 6 R,L 1 3/8' MIN. 4 1/4. EMBEDMENT MAX. SHIM 08/05/15 10 WOOD SPACE SPACE 1/2' MIN. REVISED INSTALLATION OEUILS 06/22/17 EDGE DISTANCE 710 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 II II INTERIOR cwc v uv,c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUlATK1N NOTES: 1 • INTERIOR AND EXTERIOR FINISHES, BYOTNERS, NOT SHOWN FOR CLARITY, Z PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHAsTM E2I12 10 WOOD SCREW BE SET IN F APPROVED MIN, BENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAL1i171O1V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS 0RAwft OrC M0. F.A. 08-00503 WAU NTS 6- 02/23/09 ;F3 OF 9 L ROBERTO LOM P.E. 1432 W000FOR0 RO LEW)SVMa. NC 27027 t,N680d609 xlomas9rana1lram SIGNED: 064=017 1FL I Ito i 0 61 ••*= TATE OF : kZ 0 E`S' i'0MA 11SN\\ Luis R. Lomas P.E. FL No.: 6251 A REV REVISIONS DESpUP " MTC APPROVED ADDEO OMTS 03/06/12 R L REVISED PER NEW TESTWC 10/15/13 R,L ADDED FLANGE OISTALLATIONS 12/06/13 R.L REVISED INSTAUATION OETALS 08/05/15 R.L 1/4' MAX. REVISED INSTALLATION OEUILS 06/22/17 R.L r SHIM SPACE I INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAL1i171O1V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS 0RAwft OrC M0. F.A. 08-00503 WAU NTS 6- 02/23/09 ;F3 OF 9 L ROBERTO LOM P.E. 1432 W000FOR0 RO LEW)SVMa. NC 27027 t,N680d609 xlomas9rana1lram SIGNED: 064=017 1FL I Ito i 0 61 ••*= TATE OF : kZ 0 E`S' i'0MA 11SN\\ Luis R. Lomas P.E. FL No.: 6251 A 1/2" MIN. EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F-2112 TO BE SET IN IED OF APPROVED IANT RrASONS M oESCR"ON WR • Approv o A ADDEO CHARTS 03/06/12 R.L. B REhSEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAI S 06/05/15 R.L. 1/4" MAX. E RIMSEO INSTALLATION DETAILS 06/22/17 RL rSHIM SPACE 1/2' MIN. EDGE DISTANT CE INTERIORaTrf7-7-1 110 SMS OR SELF DRILLING SCREWS METAL —taSTRUCTURE -j dDBYOTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96' REINFORCED FRAME INSTALLATION DETAILS oRMft owc No. F.A. 08-00503 scut NTS I "TE 02/23/09 —4 OF 9 L ROBERTO LONVAS P.E. I4$ WOODF+ORD RO LEYM MLE. NG z:a' J 43408-W49 Momaspkb 2spe aom SIGNED: 06/202017 N 4f r,-GENSF9J' 0A0 5t TATidit F ; 44,r i F 'o<OR10T:• ONA 11tNv` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION I EDGE DISTANCE a I 1 1/4" MIN. a EMBEDMENT 1/4' MAX. SHIM SPACE I I 3/16" TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT 1' MIN, EDGE DISTANCE 3" MIN, SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1/4' MAX, r SHIM SPACE REY1S*6 1 1/4' MIN. REV EMBEDMENT Q•' . . APPROVED A ADDED CHARTS 2 7/8'• MIN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION R.L CONCRETE/MASONRY INSTALLATION ADDEO FLANGE INSTALLATIONS1/4' MAX, r SHIM SPACE JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFIMASONRYINSTAuATiON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR ANO EXTERIOR FINISHES. 8Y OTHERS, NOT SHOWN FOR CLARITY, 2, PERIMETER MIO JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCOROANCE WITHASTM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" X 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: 1N. F.A. OwC 08-00503 WAIF NTS 02/23/09 —5 OF 9 L AOWRTO LOMAS P.E. 14:2 WOOOFORO RD LEWISVILLE, NC 21017 434-6"4m foRusa*bwaiw.alm SIGNED. 06/22W 17 GENS'9`P' 0„6$5 •• * =_ T(PAAT EE OF ; Luis R. Lomas P.E. FL No.: 62514 REY1S*6 REV DESCRIPTION ATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TEMC 10/15/13 R.L C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISEO MSTALUiION DETAILS 06/05/15 R.L. E AHED INSTALLATION OETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFIMASONRYINSTAuATiON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR ANO EXTERIOR FINISHES. 8Y OTHERS, NOT SHOWN FOR CLARITY, 2, PERIMETER MIO JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCOROANCE WITHASTM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" X 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: 1N. F.A. OwC 08-00503 WAIF NTS 02/23/09 —5 OF 9 L AOWRTO LOMAS P.E. 14:2 WOOOFORO RD LEWISVILLE, NC 21017 434-6"4m foRusa*bwaiw.alm SIGNED. 06/22W 17 GENS'9`P' 0„6$5 •• * =_ T(PAAT EE OF ; Luis R. Lomas P.E. FL No.: 62514 10 FRAMING - R 2X SUCK BY OTHERS g10 WOOD - SCREW EXTERIOR 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. REVISIONS OGSCNPIION EDGE DISTANCE APPROVED A ADDED CHARTS 1 3/8• MIN. R.L EMBEQMENT RENSEO PER NEW TESnNG 10/15/13 1 3/8- MIN. 1/4' EMBEDMENT MAX. SHIM SPACE REVISED Ift7ALIAn0N DETAILS 08/05/15 1/2• MIN. 1/4' MAX. E EDGE DISTANCE INTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAWTION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 6110 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING 1 OR 2X BUCK BY OTHERS 1 3/8• MIN. EMBEDMENT REV REVISIONS OGSCNPIION WE APPROVED A ADDED CHARTS 03/06/12 R.L 6 RENSEO PER NEW TESnNG 10/15/13 R.L L ADDED FLANGE INSTMaATIONS 12/06/13 R.L 0 REVISED Ift7ALIAn0N DETAILS 08/05/15 R.L. 1/4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACEF 9 INTERIOR 1 0 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' a 96" REINFORCED FLANGE INSTALLATION DETAILS DRAl'M Owc NO. F.A. 1 08-00503 ju NTS I DIE 02/23/09 —6 OF 9 L RMRTO CORKS P.E. 14= „100OFM RD LEWISMLE NC Z7an Q&"$4= n=.wM SIGNED: 06/2212017 Vt lftlo i''' G E NSF'141" 0 5 ••*= A TATE OF SFS F 0R%D G Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE r -A I &tfluli nv I cr Ivrl 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLA"ON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHER$ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WfTHASTM 62112 1/4' MAX. SHIM SPACE OR 1/2' LUNG MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS L TO BE SETIN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS r1/4- MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 RMSIO 1lunrrF, 650 WEST MARKET STREET R. L0/// OCSORIPTION M1E APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADOED FUkNGE INSTALLATIONS 12/06/13 R.L 0 RENSEO INSTALLATION OEFAILS 08/05/15 R.L. E REVISEO INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 1lunrrF, 650 WEST MARKET STREET R. L0/// GRATZ. PA 17030 v .pEl-'.q i 1t•a 51 : SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS pE OF i F.A. OS -00503 E olOMA. G` r111111tOsc4ENTS °` 02/23/09 7 OF 9 Luis R. Lomas P.E. L)WMATOLOM4SP.E. Ion NGODFORO RD LEWISVxLE. NC 270$ 4366"4M d&uWh n",0vc n FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY 03/06/12 BY OTHERS REVISED PER NEW TESTING a' 1 1/4' MIN. ADOED FLANGE INSTALLATKINS e EMBEDMENT REVISED INSTALIATKIN OETAILS 08/05/15 R.L. OPTION&& 1X BUCK 06/22/17 TO BE o?tt*ao t PROPERLY FLANGE INSTALLATION DETAILS SECURED E NOTE 3 SHIM SPACE SHEET 1 o c No. 08 —00503 rnv E 3/16' TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1' MIN. EDGE DISTANCE ° 3" MIN. SEPARATION ° 3/16" TAPCON SILL TO 1 SA BED EALANT OFEAPPROVED SET IN CONCRETE/MASONRY BY OTHERS jEM8E 7 1t' MIN. OMENT27/B' MIN.1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONAY INSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 mora 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOACLARITY. oescft"*w a tt OPROVEo ADOED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADOED FLANGE INSTALLATKINS 12/06/13 P. L. REVISED INSTALIATKIN OETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL CONCRET&WASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOACLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE 147TH ASTM E2112 SIGNED. 06V22,2017 MI LLCMARKET 1R 11t/0///i650oWSS STOREETRS GRATZ. PA 17030 S i v •*\GEm0*:f. !!, SERIES 430/440 XIX SGD 5 143" 96" REINFORCED o?tt*ao t FLANGE INSTALLATION DETAILS 0• 4TAikrOF OR10P owunc o c No. 08 —00503 rnv E 110jNA110 G scut a" 02/23/09 T83 OF 9 LRMRTOLGMASP.E r43Y 1WGGFORD RD LsvbviuE. me 2,-= fL434-6954W raa rus oNanu yr.aom Luis R. Lomas P.E. No.: 651a 1 5/8• MIN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 4 1/4' MIN. EMBEDMENT 03/06/12 R.L 1X BUCK BY OTHERS, 10/15/13 1X BUCK TO BE PROPERLY SECURED VL 3/16" EXTERIOR -- -'— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM —,,, INTERIOR HOOK STRIP --- R VOONS OEUMPTION ok'm APPROVOD ADDED CHARTS 03/06/12 R.L REV6E0 PER NEW TESTING 10/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAILS 06/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2• MIN. PANEL EDGE DISTANCE EXTERIOR C INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR `- PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK49000 FRAMING NOTES: I. INTERIOR AND EKTERIOR FINISHES, BYOTNERS. NOT SHOWN FOR CLARITY. PERIMETER ANO JOINT SEALANT BY OTNERS TO BE OES4NE0 IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: Owe N0. r OS-00503 S 0i'x 02/23/09 T9 OF 9 LROEERMLOMASPE. 14=W000F0ROROLEIVISVXLE•RC27023 u.•easow w.c" S1GNE0: 06/22/2017 5 R1IIL/O s TATE OF ; cF• F 0R0"' C` Luis R. Lomas P.E. FL No.: 62514 Business & Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I SCIS Site Map I Unks I Search I FI dda rProduct Approval s I 0 USER: Public Userd"oL Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # Application Type Code Version Application Status Comments Archived F1.9174-1112 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE -46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Or Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-001112 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL * Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 lI 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0229-318959-P9 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.Ddf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection Supp slaned.Ddf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 li 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 li 0231-318996-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: Yes Design Pressure: +30.00/-33.50 FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.udf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 11 319040 Pl Post Istall Instructions sioned.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120/ 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart si_oned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Sup) sipned.odf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W132017-001112 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slaned.)df Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions sianed.odf Design Pressure: +30.00/-33.50 FL9174 1112 II 324620 P16 Jamb Connection SUDD slaned.Ddf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions 7-319025-P7 S.)df 494 Pll Track SuDolement Cha FL9174 R12 11 324620 P16lamb Connection Suoo sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sinned.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD signed.Ddf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoplement Chart sloned.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sinned ndf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0602-319028-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: No FL9174 R12 11 324620 P16 lamb Connection SUDD sianed.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 I1 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoplement Chart sianed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD slaned.Ddf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 Rig 11 307494 Pll Track Supolement Chart sioned.odf FL9174 R12 11 319040 Pi Post Istall Instructions slaned.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.Ddf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5340/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.pdfImpactResistant: No Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0606-319032-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 11 319040 PI Post Istall Instructions sianed.DdfImpactResistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD sipned.odfDesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pit Track Suoplement Chart slaned.pdf FL9174 R12 11 319040 PI Post Istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdfDesignPressure: +39.20/-43.70 Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Back Hect Contact Us :: 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradiUonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communlcatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: heti Credit Card Safe Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 If 324620 P16 Jamb Connection SUDD sipned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.Ddf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Hect Contact Us :: 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradiUonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communlcatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: heti Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope No. 46718 1? STATE OF tS • •. FCORIOP• • •• G S/I NAk- Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. Il. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 111. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, 1 would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30/ 17.00 psf 25.90/ 28.80 psf 30.00/ 33.50 psf 43.20/ 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1B — Doors under Evaluation \;`Q ON DsUCEN y0',, NO. 46718 0STATE OFORION 2 %SiONAL et' FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 116'x 8' 18' x 8'-9" 18'x 8'-9" 18'x 8' 18'x 8' Design Pressure 39.20/ 43.70 psf 12.40/ 13.80 psf 18.50/ 20.70 psf 30.00/ 33.50 Psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Ratin Yes No No Yes Yes Table 1B — Doors under Evaluation \;`Q ON DsUCEN y0',, NO. 46718 0STATE OFORION 2 %SiONAL et' Table 1C — Doors under Evaluation ENSF 9N a FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9' x 10' 9' x 10' 16'x 10' 16'x 10' 16'x 8' Design Pressure 26.90/ 30.80 psf 41.001 46.30 psf 15.30/ 17.00 sf 23.00/ 25.00 psf 39.20/ 43.70 Psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes 9- Table 1C — Doors under Evaluation ENSF 9N a Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 No. 4671 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0,, 0 STATE OF Model # F P N, Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18'x 8' 18'x 8' 18'x 8'-9" 16'x 8'-9" xH Design 15.30/ 30.00/ 39.20/ 18.50/ 25.90/ Pressure 17.00 sf 33.50 sf 43.70 sf 20.70 sf 28.80 sf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 IEU1. NEON- MPACT RESISTANT 4LlS.G OPOON - .090• MNLORL SSS OWING N UQ=Q FRAMES SCREWED 17 W MO TOGETHER WiM A MINIMUM OF (6) TeA1' SCREWS NSTMLED IN TOP OR INTERMEDIATE SECTION (V4TM OR LOCATION OF agnmm OF JAMB BRAC ETS MEASURED FROM BOTTOM Y3THOUT OECORAOK INSERTS) MCEn UNIFORM STATIC 13 CA R DESIGN PRESSURES SAMH ON 005 DRAWING. CIAZINO OF TRACK (ALL OIMENSHONS t 2') SMALL MAK A MA1WW HEIGHT OF 1175 AND A MAXIMUM LENGTH OF IL75'. O AZINC 6 NOT IIAPACT 16 GA RESISTANT ANO GOES NOT MEET [HE REQUIREMENTS FOR 00ORMOLbSRACVgrS TUB-BOME OEBWS REa0N& S) L I PACT RESISTANT CLAZINO OPTION - IMPACT U RESISTANT GLAZING 5134O1 MAY BE INSTALLED N TOP 17 a JB N JB .7-1 O. SC Js 07 O. 7sB OR NTEPMEDIATE SECTION (WIN OR Mrd0UT DECORATIVE 1IHSERn)L GLAZING 94ALL BE 1/4• MANICAN-AR IB CA P0. ATE OR EQUAL GLAZING SHALL HAVE A HAIM" HECHT OF ISM* AMC A MA70WM LENGTH OF KN33s;oaA CAADDISOM 01U33i3T4 VANOLOAD SPECIFICATION OPTION CODE 0230 318960 30.6r. GLARING 13 IMPACT RESISTANT AND DOES MEET BELOW ME REQUIREMENTS FOR WHD-BORME DEEMS RECONS 5.Aftt SEE OCTAL E ON SHEET 2 FOR AMISLY OETALS sew GLAZED SECTION REOUOES REINFORCEMENT BRACKETS IRAN ATTACHED TO U -BAR OR UPPER INTECUL RIC (SEE OCTAL 0 SHEET 2). 18 GA }STRUT SC IEVE0 TO LOWER OPERATOR S16E TO BE 1/4-20d/ BOLTNTECRALRIBORSECTIONAND FACTORY INSTALLED. NSTALLER SMALL FIGO INSTALL (1) AND 1 NUT AT EAE I/.-Iv7/C SELF OIOUP(C CRINnTE SCREW TO ATTACH BRAG E J -STRUT TO IME INNORK IIS AND OPERATOR STILE AT ME CENTERLINE OF THE DOOR PER OCTAL F ON SHEET 2. 1 VINYL OR WOW DOOR STOP HALEO A UA)0WM OF 6' OC. MUST OVERLAP TOP AND 6014 EAS OF MELS MINIMUM 7/I4' TO MEET NEGATIVE PRESSURES. 4. KEY LOC(. SURE LOONS. OR OPERATOR REQUIRED Is DIA S SECTI H SMALL BE CONSTRUCTED MTN FOM CD IN JAMB PUCE POLIVAEMANE FOAM NSMTION CHEMICALLY SEE SCHE 6CNOW T1 30 CA 14MMM FACER SIM ANO A QIAMTY. POLVLAMINA11E eACER. OR 32 W STEEL BALKER END CAP TO HAVE A MINIMUM 1.1• DEPTH. S. THE DESIGN OF THE SUPPORTWO STRUCTURAL KEY IDC OR PRUCRTS SMALL BE THE RESPONSIBILITY 43F 11RE PROTESSONAL OF RECORD FOR TIME BUILDING OR REOLOREp WM ACCORDANCE M CURRENT BULONCSTRUCTUREANDNWT SEE NOTE CODES FOR THE LDA05 OSTEO ON 7173 ORAWNO LOCK 7. DOOR JAMB TO BE MINIMUM 298 STRUCTUIUL GRADE LUMREFER TO .MIO CONNECTION SUPKE161T FORBER 9D 91OW1KATTACHMENTTOSUPPORTINGSTRUCTURE 2 FOR U -BAR L LOUVER OPTION - .040' MDSIMW LOUVERS IN MOIOW ON COORS, SECTION QUMFRAMESSCREVIEOTOGETHERWTHAMINIMUMOF (6) SEE MOTES 1F6A1• Swl" INSTALLED W 111E BOTTOM SECTION. LOUVER ARE NOT IMPAR RESISTANT ANO 00 NOT MEET THIS SKEET FI SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE ODrn HOCHT I UNIFORM LOM EACH JAMB (" VVLL1111IIINAA/ zlNF- JKOP •• LCEHSF •:Q y ; Tk : NO.77965 'y = 0 ` STATEDF : 516 caPnY Row 1w 1NKNOT.Oo ft It 7iM5QK1176Y rRNEL9ol. OxomI7 MEAL PM!=o ONLY FOR VENN Ar.VJ OF VMIKW OWS" ICI1a1 0EIAA1 SEE U-SAR NOTE OR 94EET 2 FOR U-8AR INSTALLATION W END CAP Is E or TO IMRB 5/10/06 PO AMD IMPACT RE96TANCE To 00011. OULE FOR DOER Us1 SHEET 2. j TO 6'-9•. ADDEO 1001 U FO PITCH CRT 7/22/08 EED 0867. AND MME: (5) CENTER H HOES PER JOINT SAO" NOTES RECURED ON DOOR BIOTIMS GREATER THAN CSC 5/23/3017 3) CENTER MINCES PER JOINTREQUIREDIDOORUATI6LESSTHAN OR EQUAL TO Ir -0•. FOLLOWNG DIMEMSON DENOTES SLOTTED JAMB BRACKET ATTACKED To TRACK WIN 1/4-20d/I6' TRACK BOLT AIA NUT. JAMB BRACKET SCHEDULE DOORS MTN NICK UFT. ROOF PITC. AM/OR GREATER THAN r IN HEIGHT REQUIRE USE OF CONTMOIIS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR OCTAL& LOCATION OF agnmm OF JAMB BRAC ETS MEASURED FROM BOTTOM STATIC PRESSURE RATINGS APPROVED SIZES OF TRACK (ALL OIMENSHONS t 2') A N (PSE): +23.90%2680 YA% VtiQ1H: Wayne DESIGN 1 9I.01 6JB! 00ORMOLbSRACVgrS 3FAT; 10 AT ZI-0 4 JB . a.-0 4' 8 41 AT 63-1 4B Dalton- IMPACT/CYCUC RATED (YES/N0: TES YAIf SECTION Mfl1.T1T:21' EO 4/8/06 MRS 17 a JB N JB .7-1 O. SC Js 07 O. 7sB SHEET 1 OF 2 PNSION OF OLWEAD 0001 10 JB 21-J Y J0. 29 f 4JB N ASI 57-1 +' JB e6JB"INOTE KN33s;oaA CAADDISOM 01U33i3T4 VANOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 BELOW FOLLOWNG DIMEMSON DENOTES SLOTTED JAMB BRACKET ATTACKED To TRACK WIN 1/4-20d/I6' TRACK BOLT AIA NUT. FOLLOWING OlMMON DENOTES QUICK INSTALL JAYS BRACKET INSTALLED N INIPITRPLY SLOT. NO ADDITIONAL NAROMARE ILiOED TO ATTACH TO TRACK. DOORS MTN NICK UFT. ROOF PITC. AM/OR GREATER THAN r IN HEIGHT REQUIRE USE OF CONTMOIIS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR OCTAL& STATIC PRESSURE RATINGS APPROVED SIZES SCALE: M.T.S.ism A N (PSE): +23.90%2680 YA% VtiQ1H: Wayne DESIGN DATE I NAME TEST GUISE 13885 20 MAIC HEIGM f: B'-8' pMYN 3/8/08 KURT Dalton- IMPACT/CYCUC RATED (YES/N0: TES YAIf SECTION Mfl1.T1T:21' EO 4/8/06 MRS GARAGE DOORS MODELS 5120/9100/9605 SHEET 1 OF 2 PNSION OF OLWEAD 0001 ORATING PART NO. REV. KN33s;oaA CAADDISOM 01U33i3T4 VANOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 eso 4=90 13 W AOAISfABIE TOP RACE U -BM O%Vt INTEGRAL RIB 13 CA ADJUSTABLE FI TVAE ATTACKED TO nM THE ((B) PRE-NNOIED TOP FIIOWIE PRE -PUNCHED MOLES HOLES GCI 00 FACING UPWARD W BOTTOM OF V -BAR AND ATTACK THRV ENO CAP AT MM (:) 1/4-146/8- EACH [NO MTN (3) 1/.-1.:7/6• / CRI PR7E SCREWS SELF DOLLING UPTITE SCREWS FOR STANDARD TRACK AND (3) e 1/h1.a7/e• SFiF OREIDIG CIDPTRE SfRE16 FOR LAN HEADROOM GiAC1I ((2 O R16CH ARE USED TO ATf2 9 THE TOP DETAIL A BRA AS )• LOW HEADROOM TRACK DETAIL A 1s GA ROLLER ]TAC ATTACHED 10 USED ONLY ON IMPACT PRE-RJNCKEO M01E5 W TOP OF W6A11 U-SAR OVER INTEGRAL w6 MM y,ffD SECTION - 11 WIM (2) 1/s-tAu]/e' g10PntE SCRE'a THE (e) PRE-PiAMED NOES EACH END CA REINFORCEMENT USE 0 HORS IN SUOE TO ENSV7E FAOINO UPWARD AND ATTACH TIM ENO BRACKET ATTACKED PROPER AUGMENT OF ROLLERS CAP AT EACH 00 MM 2 1 .-14,7/8' MM (.1SELFOPMUNO 114-1.7/6' 1] CA LONGE ATTACHED E)wEp om, WTBM RACED OVER TOP CRIMP TIE SSCRCWS (2 RIM (4) 114-144/6' RIB ON THE BOTTOM SECiON SMALL ONLY 1NRO11ON BOM 1 CWMPnIT: SCIREW S (2 M BE ATTACHED MRU ENO CAP AT EACH BRACET AND V -BAR) WHIG ME .To. END VATH I 14-1 aN7/p SELF OWWNC C0IMFIITE $iAEW LOufED B INE DETAIL G ATTACKED) BOTTOM FLANGE OF THE U -BAR BATE` Dirt TO CLEARANCES REOLLRED TO 1NYLON ]IOI1dAR0U TCALL BA THE U- ALL Ur nL 6EROLLERYEAR —/ 4-1/2- STEM DETAIL B U _e ARS. ALL -BMSALLU INSTALLED O SECTIONS PRIOR TO INSTALUNO ROLLER SLIDES AND TOP BRACKET AND ATTACH TNRU ENO CAP FD(TURE ON ME U -BARS SEC AT EACH ENO NTH ((t) 1/4-14.7 SELF DRILLING CRIIPYIIE SCREW AS - SELF ARACNYENT NOTES WM T10S SHEET, 16 OA HINGE ATTACHED ATTACH WITH (6) 1/-204/6' O ITE SCRET6 (2 OF IN1IDRAL R® AOND WM (2) 1/4-204/6 WWIaCH ARE FACTORY CRMa nre SCREWS 1Wty PRE-PUNCFD HOLES AT ATTACHEN 3 OF RIO 1 EACH INiW1E0UTE NONCEHINGEARERFLDINSTALLEDOTfO LACHIINT ( 1 TWIT TOP LEAF. MD 1 4f OF U -BM ANO BOTTOM NIIG IS FIELD INSTALLED TIMM LEAF AND 1 THRU THRU PRE-ARICKM "OLE WEB OF U -BAR ANO IN U DETAIL c INTEGRAL RED OF SECTION) 12 OA SOTMU BRACER FACTORY ATTAOED "IN ' e PLACE U -GAR OXER INTEGRAL RD WTI3) 1- 11FACH Gf1HPTItE SCRCTHS NOTCH OOH/ TO CLEAR BOTTOM HINGES REQUIRED FOR BRACKET AND ATTACH TNRU ENO CAP NMOOWER DOOR WE7NS AT EACH ENO NTH ((t) 1/4-14.7 SELF DRILLING CRIIPYIIE SCREW AS - SELF FOR IMPACT RESIS;MVSt SHOWN AND USE (1) 1/4-117/6• RTFTHEBOTTOMBRACKETE SPRCW 70THE 80MM . • DRILLING CRIYPR SCREW ACROSS BOTTOM Of THE BOTTOM U -AM AT U -BM WTH EACH PRE -PUNCHED HOLE AT EETIY 4-1187/8' SEV DETAIL D WNGE LOCATION. Uff 1/4-206/0' COY/n1E SCREW+ SEE IMPACT BOTTOM BRACKET CPIP6TE SLEW AT OTHER PRE -PUNCHED ROLE LOCATIONS DETAIL THIS SKEET. J KO Q''. O 1P NICENSF'•j NO.77945 p0 STATE OF ( Nj04 AS NAL L c:ll• OwAM 1 XON9L R 151E OORITY ROW IN MelpT Nl7C LOO R R 7/W R R II74111 ARNEssmAL elosa E UAL FFSA M Elf FOR WaNeATM OF WOLOAO OW618=110 FETA 4 MW STAOLES4 MTN STAINLESS BACKED RUBBER WASHERS 7-1/2' O'G 1/8 SSWCOGACSTRUCTURA 1) - 111117 SELF OBLLING CIONPIITE CREW AI WINE R ODOR TIONs11arraERAr4aeaANONLOlflR-SiR11T 1 SCREW S. E NOTED O GPAR OLA>iD SECTIONS SEE NOME ATTACK BOTTOM BRAC.ET TO BOTTOM U-SAR MIK (2)e 1/4-/17/r SflF ORIWNO COM1PiTlE SCEUS BOTTf TO GEXERALICHANGEDMRME MEIHOPAINT i0 3) SECTION DOORS FASTENERS ANoCENTER 61 Y. 16 GA. HINGES REQUIRED FOR MSI BARS00J400-Ag NMOOWER DOOR WE7NS tAGIED o/vtLOINTEGRALw As No SAOA06 SHOWN n ADDED IMPACT RESWTANC( TO OoOR 4) SECTION DOORS AVOW MOOEL 4100. WITH (S) r, 16 CA. MODInw NOTE a TO 60 KSI IU-SAAi THAT 11 1 NHO YPACTINTESN01NdA1mOfETCMLR6AS rAl SCHEDULE FOR 1. ALL U -BARS SHALL BE ARCED OWA INTEGRAL RDS AND ATTACHED THAM PRE -PUNCHED HOLES WIN (2) 1/4-1443/6' CIUPTITE SCREWS AT EACH 24TOWMTE IENOE WCATICK. (2) 1/4-14.7/6' SELF ON LUNO ORIYP1rE SCREWS AT EACH END CAP (EXCEPT BOTH U -BARS O BOTTCL SECTIO - SEE OEWL B Aro 0 THIS SKEM (2) 1/4-144/0- COHPTITE SCREWS APPIOGMATELY MVWAY BETWEEN ENO OF 0001 AND INTERMEDIATE HINGE LOCATION. APO (1) 1/4-146/6• CRWPTITE SCREW APPROXIMATELY E FROM EACH 00. POR DOOR WOTHS GREATER THAN Ir -O'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U -BAR CWT BOM U -BARS ON BOTTOM SECTIO SHALL MAIC A TOTAL OT (16) srnErs EAG. FOR 000a tlDTN4 NCSs 1KAN oR EOUAL m 12•-0'. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACTWG EACH U-SAR EXCEPT 8014 U -BMS• ON BOTTOM SECTION SW=TURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCRENS ENOL R WOOOW TRIM L OM THE O=POO or THE (4) PIE -PINGED HOLES N THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER POLYCARSONAIE VIDES AND THE (6) PRE-PUNOEO HOLES N THE 0077 Of EACH ENO USED FOR ME ATTACHMENT OF ME TOP FOTTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION 0014114. ALL F E-PUNGm HMO N ALL U -GMS STALL BE ATTACHED TO THE DOOR +CTM T/4-146/0- CBPViKE SCREWS 1 16 OA U --BARS SHALL BE STAMPED -44r APPROIOMATELY 8* FROM EACH END ACER STEED Wayne v Walton. DECCOORSADDVVE NN ER /•' GARAGE DOORS WSOOW mu 4 GADO OF OgNGO DOOR 00 DETAILDETAIL 3us ADO" Do" E HNSACOLA FLORDA 32511 8501 47-8480 7/42/06 UPDATEO TITLE 6/4/10 PACT C RATED (VCS/NOk YTS IMAX SECTION MUCKY 21- ECKEO 4/6/06 1MR9 MODELS 5120/9100/9605 T 2 2 ORAWMNG PART N0. REV. WINDLOAD SPECIFICATION OP71ON CODE 0230 318960 P10 8 PLICE PLATE LOCATION Q SEE SCHEDULE Y 14" MAX 1 12" If MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAWX A KORMSN'PC NTSnOOUY ROAD 160 MOUNT MOPE OWO R PC TINS TX Pt 111666 PROFEMONAL CNOROT.It'S SEAL PROVED ONLY POR VOWICA710H OP WWOLOAC OM5TRUC110N OETALL CLIP DETAIL CUP LOCATIONS SEE SCHEDULE ACK 13 GA Mlh CONT1NU01 WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE— 2) 1/4" X 7/16 SEMI TUBULAR RIVITS---- 11 GA MIN CLIP SEE SCHEDULE— R S>W— O. 2 8F 2 13 GA MIN CONTINUOUS WALL ANGLE— 111111111// No. 77946 y 0 * *= 700. SrATZ OF -; ZORIDA , '4 0AIALENG `• 11111 RACK 3) 1/4"-20 TRACK R CARRIAGE BOLT ATH 1/4"-20 NUT 1) 1/4--20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOOR MAX PSF 9'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART 10 ona. 4; 3395 ADDISON DRIVE ENSACOLA. FLORIDA 32514 850) 474-9890 REVISIONS TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED FORMAT. tEASEO ALLOWADLE SSURES TO 1.00/-52.00 PSF FOR DDDR V40THS. MO 'TUAS WALL RLE' TO CONTINUOUS 1 ANGLE. ADDED ISTRATE MOUNTING AIL CHANGED TO 1 8024 WITH OVERLAY TRACK CLP EOULE. 5/21/07 UPDATED MODELS IED IN CHARTS. IATED SPLICE d CUP EDULES. 9/06/07 UPDATE MOUNTING AL DRAWINGS. 10/05/07 S TOOF 10/24/07 DPANDED 1-1/2' TO 18' DOOR THICKNESS RT UP TO 14' HICH. 12/11/08 UPDATED TITLE K 6/2AO UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE x 6/15/17 SHEET 1 OF 2 DRAVANG PART NO. REV. 307494 P11 2 3/4" ±1- NCH REVISIONS EDGE DIST TRACK—CLIPS—TMS WALL ANGLE 12 FOOT UPDATED 1 8 2-24 5PJ 5/11/03 E60XX MIN. 1 /8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES To MIN 3/16" THICK ALL DOOR WOo PSF FOR ALL 000R wlonls STEEL FOR MOUNTING -"f CH TO*CCONTINNUUOOUS 5/16" x 1-5/8" WALL ANGLE-----" SreSTRATE MOUNTING LAG SCREW OR DETAIL_ CHANGED TO HO ANCHORSTENRTEQUIVALENTINTOG4/2/07 MIN 2 x 6 NO.2 SPF (G=0.42) OR TRACK CLIP P4 CHANGED FORMAT. AAN0DEDDD80Z OVERLAY BETTER AT EACH 1/4-20x9/16" M MACK CUP SCHEDULE. HOLE OR PAIR OF TRACK BOLT AND GR7 en'/07 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED MOODS OSTEO IN CHARTS UPDATED SPLICE & CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEDULES. OLP 9/05/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE DETAIL DRAWL W&nNc MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CRT 10/05/07 a WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. VATH cACROSSTHE WASHER AT EACH HOLE OR PAIR OF BOARD). HOLE LOCATIONS IN LIEU OF WELDING OLP 10/24/07 PeMOUNTINGUPDATED STEELi. . d DETAIL MRS 04/11/05 P9 EXPANDED 1-1/2' TO 1-3/e• DOOR THICKNESS d CHART UP TO 14' HICK, CRT 12/11/05 P10 ADDED MODEL $700. 3/8" SIMPSON TITEN H0, CTITLE eloac CRRTT 65/2 /2/10 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE BLOCK. REMOVEDCHART. AT EACH HOLE OR PAIR CRT "/15/13 OF HOLE LOCATIONS 1 1 1 1 1 1 P12 UPDATED TITLE ESSc°sj1S/17WALLANGLE \\,•., SNE JKo1/4-20x9/16" Q` . lE TRACK BOLT AND LICENSE CONCRETE MOUNTINVG DETAIL 1/4-20 HEX NUT Q:' .k 1p TRACK CLIP * .' No. 77945 u STATE0OF c ORION . S7'0IVAL eNXe WayneGATE NAME Dalton. 8/21/07 GRT DWAYW 4 KO W91, PC 4575 COUrM Rao 1a nj GARAGE DOORS CCHECKED 8/21/07 MRSHECK SHEET 2 OF 2HOOMTHOPIam R K 779-3 TK PE 117=9 c/''• 3395 AOOISON DRIVE DRAWING PART N0. REV. VERMCATIOU F AVO OA 00 MUCTCD M ravE19FlG710HOFAO70-0 OONSIRlICI10A TRACK SUPPLEMENT CHART PENSACOLA• FLORIDA 32314 307494 P j jOETNl3. IM -4) 474-9890 1 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 jjjll(rr// SNE J... FvP''' .%CENS ' ii. NO. 77945 y 0 ' STATE OF SS•' o OR10P .•'G MININUN 216 i ]rv/f SOUTHERN PDIE OWAYAE A KORWSM.PC 4374 COUNTY ROAD N" MOM MWIL ONTO R PL 777.40 R PE 1178n PROFESSDNAL ENaHmn SEAL PROVIDED OrLY FDR VERDYATION OF WNXOAD OMSIRUCTON DETAWL SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING 1 _ SEMS. 6' MAIL MAXIMUMSPACING 6' MAX LOCK SOUTHERN FIRE3 1 BRAR I.00IC BRACKET 2-3/4' J 2) 3/6• SIMPSON TITER NO SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM E M'SEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DEIBL A MINIMUM 0M CONCRETE IMUMNOTE, MAXDESIGN LOAD CAPACITY OF 2065 LBS 4' SMPSON TITER NO SCREW WITH A 1-1/4* WASHER AND M EMBEDMENT DEPTH OF AND A MINIMUM EDGE i OF 4. DETAIL7 MINIMUM 7000 PSI GROUT FRIMFD CM 1 MOTE` MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. REVISIONS F17 UPDATED TITLE BLOCK ESC 6/15/17 MINIMUM 216 /3 It HEADER LOCK SOUTHERN PINE BRACKET LWBER a• s• 1-1/2• 4) 3/6' CIA. LAO SCREWS WITH1-1 4' O.D. WASHERS. LAO SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN ORT MEMBER DETA 1 iff. YAXIIYUDER I CLOAN D CAPACITY OF 2430 LBS DRAWN SHEET 1 OF 2 I cEacT o JAMB CONNECTION SUPPLEMENT ORAIBNG PART N0. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA• FLORIDA 32514 850) 474-9890 DRAYNE 4 XQWSK PE 375 COUNTY ROAD 140 NOUNT NOPE. OMR Ft PE 7711.3 TX K 117US PROFEb9ONAL "MR'$ SEAL FROV= ONLY FOR YOORCA710N OF VMLOAO COISTRIICDW OCTALS MIN 2500 PSI CONCRETE M MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPORTING STRUCTURE SHALL EDGE I BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE d 3/8• SIMPSCN TITEN ND. 2-3/4• MN EMBED. MIN 6• BETWEEN JANE BRACKET LOCATION JAMB BRACKET 1/4-20X9116' TRACK BOLT AMC 1/4-20 HEX N TRACT( dRF[!T CpNCFMTF M011NTINp 11FT111 0 x\%111l1Ij,F Q No. 77945 it ' OF it •'• FLOR1''U'` S/ ONAL r, 151x) MIN 2 X 4 SPF (6.0.42) OR BETTER WALL STUD ELQIP: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE 94ALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCIURE---, 5/16• LAG SCREW MTN 1-9/32- EMBED N CENTER OF STUD (t 1/4.1 FOR EACH JAMB RA E LOCATION JAMB BRACKET 1 4-204/16• TRACK BOLT AND 1/4-20 HEX N TRACK pIRF[:T WpM M(fINRNC pFTMI MAY SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BL6/15/17 OA DRAWING PART N0. REV. ; 324620 P16 1 /2/'[018 Florida Building Code Online SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links i Sear. b l prProduct Approval USER: Public User Product Approval Menu > Product or Apolication Search > Application Lis[ > Application Detail y Iy FL # FL19715-R3 Application Type Revision Code Version 2017 ktsr`\y% Application Status Approved it Comments i + • Archived 1'. •:.y f 4'h Product Manufacturer Silver Line Building Products Corp. s.:'•' c Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas.Kopp@andersencorp.com tg 1. 1 .s ;,•t, Authorized Signature Nicholas Kopp RR r4:..;•,; Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive y • • .'' : ?w;: North Brunswick, NJ 08902 a;;:ir 'i!•• (732) 435-1000 jonberrian@slbp.com s f • : }Quality Assurance Representative Address/Phone/Email SI;, . • Category Windows rn {`.%•; Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. s`..; Evaluation Report SSSS '•' ...:) Florida License PE -73778 i;. Quality Assurance Entity Window and Door Manufacturers Association f ''`,•i Quality Assurance Contract Expiration Date 12/31/2019 r' ' • + .- • ;.+ ;= y' Validated By Locke Bowden T,, R) Validation Checklist - Hardcopy Received h . 1::- Certificate of Independence FL19715 R3 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year (of Standard) Standard Year r '•- ; a' j AAMA/WDMA/CSA 101/I.S.2/A440 2011 a '• 7 r;' AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2hfps://floridabuilding.org/pr/pr 1/2/2018 Florida Building Code Online 1 Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL !l Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2/ 0Ing a Hung e Iny Ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes B`.cck I Nex6 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here_. Product Approval Accepts: M ® [L__ gr«' Credit Card Safe hftps:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 jl 1.NSTAtUTION NOTES: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION E SHOWN. lM THE NUMBER OF INSTALLATION ANCHORS OEPNCTED tS TME MINORUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE USWO. id. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF f1R INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS LE„ WITHOUT CONSIDERATION OF TOLERANCES}. TOLERANCES ARE NOT L CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEW. 1 1, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING y SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE US INCH. $IOM WHERE t SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED I OF HIGH DENSITY PLASTIC 09 BETTER. FIN INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE NO WOOD SCREWS OR 11 GAUGE ROOFING NARIS OR 100 COMMON NAILS OF 0700kr LENGTH TO ACHIEVE V V2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 68 I SELF -TAPPING SCREWS, Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 i!TRATIOM—NUUMNBEYOND METAL WALL. INSTALLATION SWLLL MAINTMN y MIN. 3/8' EDGE OISTANCE t 17. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING i USE RIOWOOOSCREWS OFSUFFICIENT LENGTH TOACHIEVE 1.1/2INCH MINIMUMEMBEOMENT INTO WOOD SUBSTRATE. 16. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X SUCK TO 1 } CONCRETE/MASONRY, OR DIRECTLY INTO CDNCAETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1314- EDGE OISTANCE. 1.3. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 830 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THRtAM KNET19 710H BEYOND METAL WALL - 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. la INSTALLATION ANCHORS ANO ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. x!12. FOR HOLLOW SLOCKANO GROUT FRIEO BLOCK OO NOT INSTALL i INSTALLATION ANCHORS INTO MORTAR POINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK 113. INSTALLATION ANCHORS SHAH of INSTALLED W ACCORDANCE WITH ANCHOR MANUFACTUIRERY INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER d 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASSOON t SUBSTRATE MATERIALS WIT THE FOLLOWING PROPERTIES: A WOOD -MINIMUM SPECIFIC GRAVITY OFO,SS. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 11 C. GROUT -FILLED CMU. VNrt STRENGTH CONFORMS TO ILSTM C-90 wtN Lj MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 1S. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO'ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI i E STEEL - MINIMUM YIELD STRENGTH OF 33 KL. MINIMUM WALL THICKNESS OF 47.6 MR (0.0478' or IS GAUGE. MIH 1/T EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063 -TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/Z'EOGE OKTANCE SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY WITHTHE 6TH EDITION FLORIDA BUILDING CODE (F&C), EXCLUDING HVK1 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WOMA/CSA 101/1.5.2/^440-011/11 2. ADEQUACY OF THE EXISTING STRUCTURAL COHCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. 4. THE INSTALLATION DETAILS OESCRIBEO HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON41VHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAM40ADE RER OR ANI. S. APPROVED IMPACT PROTECTIVE SYSTEM tS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FIC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING OETAILS, MAX OVERALL SIZE WIDTH NE168T TABLE OF CONTENTS REVISION SHEET DESCRIPTION 36' INSTALLATION 6 GENERAL NOTES 0/X ELEVATIONPsiANCHORLAYOUTS 66• VERTICAL 6 HORIZONTAL SECTIONS (NAAFIN) 50 / •50 PSF VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRMAE) 38. HORIZONTAL SECTIONS, SVCC INSTALLATION, 6 GLAZING. DETAIL MAX OVERALL SIZE WIDTH NE168T CONFIG. DESIGN MLESSURE MISSILE LMPACTRATING 36' BIS• 0/X 35 / •35 PSF NON EAMACT w 66• 0/X 50 / •50 PSF NON IMPACT 38. 74. O/X 50 / •50 PSF NON IMPAR 36• 7r I O/X 35 / •35 PSP NON IMPAR M• 62• O/X 50 / -50 SP NON IMPACT 48' 7r O/X 35 / -35 PSF NON IMPACT 46' 114' O/X 20 / -20 PSF NON IMPACT 5r 72• O/X 25 / •25 PSF NON IMPAR 36' 83.75' 0/X (ORIEL) 35 / -35 PSF NON LY.PACT 4r O/X (ORIEL.) 40 / -20 PSF NON IMPAR 72• 6r O/X•O/X 35 / -35 PSF NON IMPAR 7r BP O/X-0/X 35 / -35 PSF NODI IMPAR 76' 6r O/X-O/X 50 / •50 PSF NON EMPAR 72' 0/XO/X 50 / -50 PSF NON TMPAR 7r O/XO/X 25 / -25 PSF NON IMPAR 74' O/XO/X 35 / •35 PSF NON ILIPACT K76* 74• O/X•O/X 30 / -30 PSF NON IMPAR 6r O/X-O/X•O/X 50 / •50 PSF NON IMPAR 72• O/X-O/X-O/X 5O / •50 PSF NON IMPAR s4' 0/X-0/XO/X M / •25 PSF NON LVPAR Oi0Nd7 WWWN M Mane• F. Nowo, PA RemM 1 em await B N4F Xoom am Fl.#: FL197150X,.20,7.00.1 S 16.111111-0rco rSilverLine bAndersen IM711 I•oo•. •Dees 0.4: suvmIw BMLVF 1`0eYHewHswImN1 W90I M D5.1 UYlmo r ? W Am < axNz is 04N „Z„ b m J Z 3 SZ2 W W H m W a G 1 aF 6 MAX NEU MAX FRAME WIDTH 48' B EF<4 f i A 4 FRAME IT 96' v ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96' e E 4 3 F 3 4 MAX FRAME HEIGHT 74' 4 3 ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP ODNRGURATIONS FOR ALL 29024902 RATINGS. TWIN UNIT CONFIGURATIONS MAP NEI MAX FRAM HEIGHT 9! MAX FRAME r WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW s ELEVATION TRIPLE SINGLE HUNG WINDOW O -i sm*%1n( aum Nwrm4NNZV10LHlx m i A 4 3 ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP ODNRGURATIONS FOR ALL 29024902 RATINGS. TWIN UNIT CONFIGURATIONS MAP NEI MAX FRAM HEIGHT 9! MAX FRAME r WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW s ELEVATION TRIPLE SINGLE HUNG WINDOW O -i sm*%1n( aum Nwrm4NNZV10LHlx m z 0 H Z H v W '^ Q/ o llllJ11111111` ' p 0 J V Z OWG>x SW0002 SHEET: 2 OF 6 A viOv1JL OL Z WW j; Q 'CW • W W J c i w Ccom S n P z 0 H Z H v W '^ Q/ o llllJ11111111` ' p 0 J V Z OWG>x SW0002 SHEET: 2 OF 6 r C r MAX. ---{ j 41/2' MAX CORNERS I I O.C. U2• M O.C. m:: I N MI 1 SMNLK •NO1 lr./Ulf OG FROM FROM 2' MAX. Ir CORNERS J 11• MAX O.C. CORNERS r C r MAX. ---{ j 41/2' MAX CORNERS I I O.C. U2• M O.C. m:: I N MI 1 SMNLK •NO1 lr./Ulf OG FROM AT WE *.7A".. * $QL 6• MAX FROM f .- .— 20' MAX CORNERS O.C. 6• MAX FROM 20• MAX O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 16 1/ 41/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN $ENGLE NUNG WINDOW 1. MAX FROM --{ 6"MAX coaNEas I O.C. 6• MA O.C. I` MAX FROM CORNERS ILIJ 6• MAX. FROM j— L 3/4• MAX CORNERS CORNERS MAX. C. 1 L 6' MAX FROM I COR 16 1l ANCHOR STRAP 0 - NLA P/ N 50.2995.2 FROCORNERSSEESHEET5FORDETAIIs ANCHOR LAYOUT THROUGH FRAME . TWIN SINGLE HUNG WINDOW i 1--- N, OX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW I I Ir MAX. O.C. SilverLine wAndersen g7ll 04 myeftiAg ORK ta.TN "%":,wux w wAt Q vexx zZ gN N> a5a to1' w= Z T Oum N W CO N e M z3 w m0Z A_ W N < r W O 7. 0 _ W Q O o T N rJ O < Os v m H d a o OLuLuW O In is a0N mZ N ANCHOR STRAP ev 2 ae I+ < P/N 50.2995-2 O SEE SHEET 5 FOR DETAILS DWG 0. ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET. 3 OF 6 1 SMNLK •NO1 lr./Ulf OG FROM AT WE *.7A".. * $QL CORNERS ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6• MAX FROM f .- .— 20' MAX CORNERS O.C. 6• MAX FROM 20• MAX O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 16 1/ 41/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN $ENGLE NUNG WINDOW 1. MAX FROM --{ 6"MAX coaNEas I O.C. 6• MA O.C. I` MAX FROM CORNERS ILIJ 6• MAX. FROM j— L 3/4• MAX CORNERS CORNERS MAX. C. 1 L 6' MAX FROM I COR 16 1l ANCHOR STRAP 0 - NLA P/ N 50.2995.2 FROCORNERSSEESHEET5FORDETAIIs ANCHOR LAYOUT THROUGH FRAME . TWIN SINGLE HUNG WINDOW i 1--- N, OX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW I I Ir MAX. O.C. SilverLine wAndersen g7ll 04 myeftiAg ORK ta.TN "%":,wux w wAt Q vexx zZ gN N> a5a to1' w= Z T Oum N W CO N e M z3 w m0Z A_ W N < r W O 7. 0 _ W Q O o T N rJ O < Os v m H d a o OLuLuW O In is a0N mZ N ANCHOR STRAP ev 2 ae I+ < P/N 50.2995-2 O SEE SHEET 5 FOR DETAILS DWG 0. ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET. 3 OF 6 6• MAX. FROM j— L 3/4• MAX CORNERS CORNERS MAX. C. 1 L 6' MAX FROM I COR 16 1l ANCHOR STRAP 0 - NLA P/ N 50.2995.2 FROCORNERSSEESHEET5FORDETAIIs ANCHOR LAYOUT THROUGH FRAME . TWIN SINGLE HUNG WINDOW i 1--- N, OX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW I I Ir MAX. O.C. SilverLine wAndersen g7ll 04 myeftiAg ORK ta.TN "%":,wux w wAt Q vexx zZ gN N> a5a to1' w= Z T Oum N W CO N e M z3 w m0Z A_ W N < r W O 7. 0 _ W Q O o T N rJ O < Os v m H d a o OLuLuW O In is a0N mZ N ANCHOR STRAP ev 2 ae I+ < P/N 50.2995-2 O SEE SHEET 5 FOR DETAILS DWG 0. ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET. 3 OF 6 6' MAX FROM I COR 16 1l ANCHOR STRAP 0 - NLA P/ N 50.2995.2 FROCORNERSSEESHEET5FORDETAIIs ANCHOR LAYOUT THROUGH FRAME . TWIN SINGLE HUNG WINDOW i 1--- N, OX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW I I Ir MAX. O.C. SilverLine wAndersen g7ll 04 myeftiAg ORK ta.TN "%":,wux w wAt Q vexx zZ gN N> a5a to1' w= Z T Oum N W CO N e M z3 w m0Z A_ W N < r W O 7. 0 _ W Q O o T N rJ O < Os v m H d a o OLuLuW O In is a0N mZ N ANCHOR STRAP ev 2 ae I+ < P/N 50.2995-2 O SEE SHEET 5 FOR DETAILS DWG 0. ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET. 3 OF 6 In is a0N mZ N ANCHOR STRAP ev 2 ae I+ < P/N 50.2995-2 O SEE SHEET 5 FOR DETAILS DWG 0. ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET. 3 OF 6 CONCRETE/ MASONRY 112 -MM EMBEDMENT noSllty-AndCAULKETWEEN CONCRETE/ MASONRY 6 2X e WOOD BUCK BY OTHERS a 2x W000 BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN 00 ia. o.00• o'[:¢vaan+eeuvc aoon wnu wrtcKwa000r EDGE DIST. 8 WOOD SCREW INSTALLATION ANCHOR M tnrl•raoo O3 7 z ^ ZZEXTERIOR By FIRS 1/4- MAX MIN. 3/8- EDGE DISTANCE 1/4-MAX, PERLVZTE SHIM SPACE SHIM SPACE bZ., N y JSEALANT } O.A. BY OTHERS 1 UNIT / SASH RELNFORCING a .30 HEIGHT EXTERIOR INTERIOR SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS m z SEE GLAZIN DETAIL. SHEET 6 PENETRATION BEYOND METAL STRUCTURE w i C y 2 ado W Q DETAIL SHEET6 INTERIOR st8GR.55ELF-TAPPING'SCREW a adINSTALLATIONANCHOR vMETALSTUDBYOTHERS, SEE SHEET L INSTALLATION g VERTICAL SECTION XTE 14 m 4 MEAD -21L WOOD BUCK EXTERIOR FINISH NAIL FW BY OTHERS SEE 6LAZWG EXTERIOR PERIMETER SEALANT O G DETAIL, SHEET 6 BY OTHERS 0A. U) m L ExTERIOR INTERIOR y TM 0 UNIT W w HEIGHT / p w PERIMETER C HORIZONTAL SECTION w SEALANT BY OTHERS l 1/4' MAX. 4 IAMB - MCrAL STUD EXTERIOR FINISH SHIM SPACE NAIL FIN Q I Ia BY OTHERS A Z ti Qti, o WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. o . J X WOOD BUCK BY OTHERSSEESWEET6FO CONNECTION DETAILSCAULK E06E GIST.' THE BETWEEN 61/2' MASONRY i{r PONCItmMASONRY62XCONCRETES WOOD BUCK BY OTHERSI EMBEDMENT m m Z J N VqVERTICAL SECTION pN p J Y X 10 Z o p V 4 SILL -2x WOOD BUCK OWCG:` Ls: NAIL FIN S Y OOO2 SHEET: 4 OF 010 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN •• CONCRETE/MASONRY BY OTHERS 7. EXTERIOR FINISH PERIMETER SEALANT—/ BY OTHERS INTERIOR d c :.. + O.A. EXTERIOR UNIT HEIGHT BY OTHERS SEE GLAZING O.A. DETAIL. SHEET 6 PLAN VIEW -ANCHOR STRAP 3/4' MIN. EDGE DISTANCE 2X WOOD SVCK/STUD BY OTHERS SEE SHEET 6 FOR V4• MAX. CONNECTION DETAILS SHIM SPACE a' SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 v2' MIR DETAIL SHEET 6 EMBEDMENT INTERIORA, 1/4• MAX, SHIM SPACE INTERIOR VERTICAL SECTION J HEAD - 2X WOOD BUCK THROUGH FRAME SEE 6LAzDl G DETAIL, SHEET 6 EXTERIOR FINISH EXTERIOR INTERIOR d c :.. + 1114- MIN. EMBEDMENT PRECAST SILL ANCHOR STRAP. AT TWIN Q 1 n BY OTHERS TRIPLE CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT 1 (P/N 50-2995.2)' DETAIL AT HEI6HT RIGHT FOR INSTALL REQ, PERIMETER SEALANT BY OTHERS 1/4' MAX. SHIM SPA i L EXTERIOR FINISH 8Y OTHERS d c :.. + 1114- MIN. EMBEDMENT PRECAST SILL 1 n BY OTHERS 3/16' ITW TAPCON 4 a ; INSTALLATION ANCHOR a I3/4' MINS 4 EDGE DISTANCE VERTICAL SECTION S SLLL-CONOWWMASONRY THROUGH FRAME EXTERIOR O.A. UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 1110 6R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STVD OR APPROVED l'MVLLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 5 JAMB- METAL TUBE/STVDORAPPROVED MUWON THROUGH FRAME 5) 014 PANCAKE HFAe SCREWS FRi FRAME, ROL TO ACCOMOD 0.0620 CE HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50.2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A, FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIR 1-1/4' EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE. S. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF-DRILLA,* SCREWS, GR, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. I-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. I- Mdeisw ow S4rE6u[ arh tom ftvm&w:m W a"Qz ti m 0 ~ •IO Dv v v 2'm < a < + • J V eO NZ i W :)OZ o sWOaea 110 id IT 4i JII *1 Fly-- V.-. -1 it1 c$ 3::6 i vZ LI 1 141 DWG 0: SW0002 SHEET. 5 OF 6 SilverLine NOTE: bAMersen TU-76—LAZING CONFIGURATIONS SHALL COMPLY K711WITHSAFETYGLAZINGREQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. ... o.... •. INTERIOR aK a1Lvf*JK aM Own, w .wrap w asar n usam 5/8.O.A. I.G. GLASS R INTERIOR $z y 5go: jEXTERIOR / \ INTERIOR n 5 v 3 D ZM`°vii O Wim: SAMI L' FRAME uR6E' FRAME I O \ MIN. buss W REINFOACD46 EXTERIOR REINFORCING 1 SITE Ur 0/ SEE BELOW FOR REINF. SEE BELOW FOR REINf. w = N /- w pREQUIREMENTSREQUIREMENTS. U8• SETTING BLOCK / j w 4a a a z VERTICALESECTION HORIZONTAL SECTION MErnNG 6 INTERMEOIATEFRAME MUWON GLAZING DETAIL 1 0 O v J OI .ALUMINUM SASH REINFORCING NOTE: H ZO ; IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE v 48X72, (O/X), DESIGN PRESSURE -/- 35 PSF ADJUSTED TO MAINTAIN I• MIN. CENTER TO CENTER H i36X84, (OM, DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. 038X74, (O/X), DESIGN PRESSURE •/- 50 PSF SPACING SPECIFIED 15 NOT EXCEEDED. > > W 0Lu38X77, (O/X), DESIGN PRESSURE •/- 35 PSF 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. G o72X84, (O/X•O/X), DESIGN PRESSURE •/- 35 PSF W 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSf 108 X 62, (O/X-0/X-0/X), DESIGN PRESSURE •/-50 P5F 1/4' ITW TAPCON ANCHOR p 108 X 72, (O/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 4• FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT 1 r - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING WINDOW FRAME. ` ............. ti/,J 0 JJJ 1 By OTHERS IZG , tel6'' ISNOT REQUIRED FOR THE fOLLOWI46 SE/RATINGS: L U4• MIR EMBEDMENT .;^ 76 X 62, (O/X-0/X), DESIGN PRESSURE •/• 35 PSF l V2' MIN EDGE DISTANCE r v Y r N. EDGE , b' , i•• ' a I CONCRETE/ MASONRYDISTANCET 5TE0.INTERMEDIATE FRAME'SMALL'REINFORCIN6 BY OTHERS IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: m H m w 76 X 62, (O/X-O/X), DESIGN PRESSURE •/. 35 PSF BUCK INSTALLATION DETAIL o Q a v = N Z DW6 se; SW0002 SHEET: 6 OF 6 If BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09 -04'00' F. O rri 7 _ V T T cc F '•••......•••' GN . S/ONA1- Hermes 14 0, P.E. Florida No. 73778 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(d) Series 2900/4900 Single Hung Window FL*: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6`" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6`" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\ A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 89241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR it Gauge Roofing Nails OR lod Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/2/2018 M-- FWA DA 01PAM Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site map I unks I sear Florida Product Approvald-bpr (A USER: Public User Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1) Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden j Validation Checklist - Hardcopy Received Standard AAMA 1402 Year 2009 Product Approval Method Method 1 Option D https:/twww.floridabuilding.org/pr/pr_app_dti.aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu*/*2bwcrWmooed2jQ*/`3d%3d 1/2 Product Approval Menu > Product or Application FL # Search > Anolication List > Application Detail FL12194-R6I;: Sam P Application Type Revision it" Code Version 2017 Application Status Approved PFrost@aluminumcoilsinc.com Comments ilk- Quality Assurance Representative Archived 1-3 Address/Phone/Email Florida License wv Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street 25 Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman 6 .3 grahman@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1) Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden j Validation Checklist - Hardcopy Received Standard AAMA 1402 Year 2009 Product Approval Method Method 1 Option D https:/twww.floridabuilding.org/pr/pr_app_dti.aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu*/*2bwcrWmooed2jQ*/`3d%3d 1/2 Technical Representative Paul Frost q• Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 Compliance Method 813) 249-974251 PFrost@aluminumcoilsinc.com ilk- Quality Assurance Representative Evaluation Report Address/Phone/Email Florida License Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1) Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden j Validation Checklist - Hardcopy Received Standard AAMA 1402 Year 2009 Product Approval Method Method 1 Option D https:/twww.floridabuilding.org/pr/pr_app_dti.aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu*/*2bwcrWmooed2jQ*/`3d%3d 1/2 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) 6 .3 Equivalence of Product Standards j Certified By Sections from the Code Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1) Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden j Validation Checklist - Hardcopy Received Standard AAMA 1402 Year 2009 Product Approval Method Method 1 Option D https:/twww.floridabuilding.org/pr/pr_app_dti.aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu*/*2bwcrWmooed2jQ*/`3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Approved for use outside HVHZ: Yes Soffits final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes lBacko Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click berg_. Product Approval Accepts: MER® Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXGwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. 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 FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 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. C R E E K ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 318" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16'r Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit F,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC 15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Q'•••,CEN`Scc•••'' No 74021 0'.• STATE OF •:/ 0 R 10 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 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. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 11 b. 12"T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8 -inch o.c. Fastener Location 11 - Fastener Fastener Location 1,'l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J-# Approved Systems for 16 -inch Overhang with J -Channel 24Fat Approved Systems for 24 -inch Overhang with F -Channel 24J-# I Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x 0072 -inch dia. x min. 3/16- 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 140.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4 -inch 48 12F-2 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. panel l pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. No. Width pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch O.C. inch o.c. connecting soffit to Jchannel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 53.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch O.C. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 144 -inch crown x 1- 1 -inch leg staple spaced max. 0 072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long. . x min. x 0072 inch dia 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o c inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 23.5 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 143.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 143.3 spaced 16 -inch o.c. lap inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x 23.5 16J-1 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 spaced 24 -inch o.c. nail spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inchinchx7dring One (1) min. 1.75 -inch i o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1)18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F•2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga . %. anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 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 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 ALUMINUM COILS, INC Soffits Appendix 8 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. 11G" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj UrK-ry °' `, SOFFIT STAPLE 3/4" x 1/4" OPEN RAFTER I 'DIAMOND PATTERN i D ETAI LCROWNSTAPLES USING A DIAMOND r J 3r„ KTVCCH I PATTERN FACIA BOARO i FASCIA CAP 12F-2 3/4" x 1/4" CROWNFACIA 8" BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLED WITH THE O.C. IN FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFTIT— max • 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 2 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER VWKr.VM , SOFFIT STAPLE OIST DIAMOND PATTERN DETAIL FACA BOARD lie" i SUPIES / 3/4" X 1/4- CROWN STAPLE "24' 4NMAJL, ON CENTER USINC A DIAMOND PATTERN FASCUI CAP 12J-1 3/4' X 1/4' CROWNCIA 8' 1— oMNEL BOARD 1-3/4- TRIM NAIL STAPLE ON CENTER Pscrewedtosoffit with one(1) R6 x PAINTEDS.S.48• FASCIA CAP 1/2" x 3/8" head O.C. diameter screw, X 1/4" 16" o.c. WN STAPLE SOFFIT—max. 12 -inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 FI -12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM NAIL FASCIA BOARD PAINTED $.5. FASCIA CAP OPEN RAFTER SOFFIT 1-r4' CROWN STAPLE FASCIA BOARD 1181 S/r i4u 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT t FASCIA F' CHANNEL DETAIL SOFFIT: MAX. 15' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 1;:" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concroro or Block N FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3M WN SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• x 1/a" DETAILEl ; CROWN STAPLES USING A DIAMOND sier KTvGMI suss i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4" X 1/4" CROWN FACIA BOARD 8" 1-3/4" TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE S0— max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I'Q- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'rj' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT 1FASCIA F' CHANNEL DETAIL 3/8 SOFFIT; MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE DIST i ; DIAMOND PATTERN I I1 DETAIL FACIA BOARD yr crvtcr% STMILS / 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4- X 1/4- CROWNFACIA STAPLE -8. ON CENTER 1— CHANNEL BOARD 1-3/4- TRIM NAIL JS.S. PPAINTEDS.S. 48- FASCIA CAP O.C. 3/4- X 1/4 - CROWN STAPLE SOFFIT—max. 16 -inch span SO OR BLOCK SOFFIT & FASCIA SUBSTRATE IrWOOD D ETAI L ALC 15001.3 FL12194-R6 Page 8 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRW MAIC FASCIA BOARD PAwTEO S.S. lo re4• CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1•at- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETAIL 1 TRW NAIL FASCIA BOARD PAWTEO S.S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 1'a4' CROWN STAPLE FASCIA CAP; REFER / TO SOFFIT R FASCIA \ OJT AIL Nominal lith' STP I ' I 3/8ABattenAnchoredtoSOFFIT; MAX. 24' I I f -CHANNEL Rafters villi ont Td Ring Shank Nail at ertry Rafter WOOD SUBSTRATE \ _ SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FI -12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT ret' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 1'r!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal rar SYP Batten Anchored to SOFFIT; MAX. ?L' F-CNANHEL Rafters with one Td Ring Shank Nail at every Ratter W000 SUBSTRATE ALC 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD 146A t' T -NAILS PAINTED S.S. FASCIA CAP SOFFIT I'e' CROWN STAPLEJDETAILIt' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & 24F-6 I -Q- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal mr SYP Batten Anchored to SOFFIT; MAX, 24' F -CHANNEL Rafters with one 1d Ring Shank Had at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM„—FASCIA BOARO PAINTEO S.S. 1-4- CROWN FASCIA (AP STAPLES SOFFIT USING A OIAMONO PATTERN, REFER TO CANTILEVERED t ' CROWN STAPLE SOFNT STAPLE RAFTER OIAMONO PATTERN OETAP 7&;E—:JJ FASCIA BOARO FASCIA I f• raw MAIL PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT i FASCIA oo OETA4 BNominal1' s 2' SYP battens scabbed and sofflT; MAX.2t- j/B J -CHANNEL secured with one (1) 7d ring shank nall straight-nase0 the endftwgof W000 SUBSTRATE the batten th nk nags toe -nailed on alther side of the batten at Uro battentrsner Intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 2 of 4 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 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. O.esi`nAWirid-Pressures.'fo'cSoffits`iii Ex'os"ure.6 Building Type Zone Basic Wind'S eedm h - Mean. a-.-= 1 p: r s r•.. " - Roof :120130 14 150; ` 160 170 180 190 r H61tit, ft - OI . 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 1 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7. 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 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 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 ALUMINUM COILS, INC soffits Appendix C ALC 15001.3 FL12194-R6 Page 3 of 4 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed (mph) HeR ofghtft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 4 of 4 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed mph) HeR htfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" — 1/8" HEM 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 1 of 4 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" r 1/8" HEM 1/4" f T 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 0 25 ryp 0125 TYP 18' BLANK 3 / 8 PROFILE 21791W o 0000 ooa 000aa ooao 00000 0000 ALC 15001.3 FL12194-R6 Page 3 of 4 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 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE 317S' W 0 Sr TYv 02r T" 0 tn' TY/ ol000a 000 00000 0000 00000 000a END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6' EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES ED& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. 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 FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC 15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1,Q;•••.G E NSF • .''. No 74021 0 : C: STATE OF Z 0 RN 0 N A; C ;. CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 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. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FI -12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit —12 -inch O.C. Fastener Fastener Location Location II b. 12"T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 1 ALC 15001.3 FL12194-R6 Pagel of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit —8 -inch o.c. Fastener Location l Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J4 Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J-# Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J-# Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x. 072 -inch dia. x min. 3/16- 0 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 140.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4 -inch 48 12F-2 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. head diatrip nail spaced 48- 64.2 spaced 24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. panel l pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 53.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch ocand securing each finishing nail with min. 3/16- 153.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 143.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced 31.4 lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. t/4 -inch crown x 1- 1o. ch leg staple spaced 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood Anelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16 -inch o.c. inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0 072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- W0°d leg staple spaced 8- finishing nail with min. X80/-90 diamond pattern inch x 7d ring One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter f801 2417-2 12 -inch Wood smooth shank rafter with one Wood leg s taple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter X801 24F-3 12 -inch Masonry inch long T nail rafter with one Wood lleg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. t80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 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 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t80/-60 16 -inch spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Flonda 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1)18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown 1 -inchx x 0.072 -inch diameter 24J-1 12 -inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch O.C. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %.- anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16 min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 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 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 ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with mitt. 1K" engagement(for wood substrate) or min. 0.097" die. T -nail or stub nail with min. 5/8" engagemenc(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 8t \— SOFFIT (OVERHANG WIDTH VARIES) 12F -3\—"F" CHANNEL Wood, Concrete or Block Mall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 114"-J PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n'p1 `, SOFFIT STAPLE OPEN RAPIER 3/4" X 1/4" ' DIAMOND PATTERN DETAILL311rr CRO, „ USING A DIAMOND ; PATTERN FACIA BOARD i i FASCIA CAP 12F-2 FACIA BOARD 1 3/4" X 1/4- CROWNjS.S. 8" STAPLE ON CENTER 1-3/4" TRIM NAIL P" F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED FASCIA CAPWITHTHE0C NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT—• 12 -inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAIi screwed to soffit PAINTED S.S. 48" with one(1) N8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. SOFFIT—max. 12 -inch span W000 OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3rW KTVM `, SOFFIT STAPLE DIAMOND PATTERN I 1 FACW DETAIL BOARD , > cTv i STS ASCIA CAP 3/4' X 1/4' CROWN 1_3/4" TRIM NAILSTAPLE '8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1'' TRIM NAIL FASCIA BOARO PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARO 14 CA S/r 14U 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA OETAL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. 1%1' engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \\--"F" CHANNEL Wood, Concrete or Block w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.3 FL12194-R6 Page 5 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail VVSTAFLCS `, SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4" ; DIAMOND PATTERN DETAILCROWNSTAPLES; USING A DIAMOND r r PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4" X 1/4" CROWNjTRIMMLFACIA BOARD 8" 1 STAPLE ON CENTER 1-3/4' TRIM NAIL P" F' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED CAPWITHTHEO CFASCW NAILING FLANGE UP OR 3/4' X 1/4' CROWN STAPLE SOFFR-max• 16 -inch spanWOODS SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'e}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 $, PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL 3/8 SOFFIT; MAX . 16' I SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER VVKn0CV4 , SOFFIT STAPLE DIST; L-13frIFACIA80ARD DIAMOND I 0 ETAI L PATTERN arvMi 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 Hild X\ 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFR-max. 16 -inch span SOFFR WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001 3 FL12194-R6 Page 8 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRW NAIL FASCIA BOARD PAINTED S.S. 1.4- CROWN FASCIA CAP STAPLES SOFFIT _ USING A DIAMOND PATTERN: REFER TO Prj' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 2417-1 & DETAIL 24F-4 1'.1' CROWN STAPLE FASCIA CAP; REFER TOSOFFIT 9 FASCIA \ NominalOfiAll Pat• STP I 3 8jBattenAnchoredtoSOFFIT; MAX. 2l' IF -CHANNEL Rafters rilh one TO Ring Shank Nail at every Rafter M000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOffIT CROWN STAPLE 1 e TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-5 ref' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA OE TAIL Nom" r.2' STP Batten Anchored to SOFFIT; MAX. Z6' F -CHANNEL Rafters vdh one 1d Ring Shank Nail at every Ratter MOOD SUBSTRATE ALC 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I• TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T•NA S I/—FASCIA CAP SOfFIT 1'Q' CROWN STAPLE i= lgjjj 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 2417-3 & 24F-6 1'et' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal t :r SYP Batten Anchored to SOFFIT: MAX. 24' F•CNANNEL Rafters with one Td Ring Shad Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAR FASCIA BOARD PAINTED S.S. I'aji' CROWN FASCIA CAP STAPLES SOFfIi USING A DIAMOND PATTERN; REFER TO CANTILEVERED Mql' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETAIL FASCIA BOARD SOFFIT & FASCIA 1 f- TRIM NAIL PAINTED S.S. DETAIL 24J-1 8t 1'r!' CROWN STAPLE 24.1-2 FASCIA CAP; REFER TO SOFFIT I FASCIA oo DETAIL Norninal 1' a r SVP battens subbed between rafters and SOFFIT; MAX. 24' 1 -CHANNEL secured wM one (1) 7d rh/ Mask hall abapM4ialled Ihrbuph the rafter into the end WOOD SUBSTRATE of the batten or two (2) 7d Mg shank nails too-narled on elular aide of the bettern at the batteNnrter intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof.height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 2 of 4 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 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed (mph) R of ft 120 130 140 150 160 170 180 190 Height 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 1 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 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 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 ALUMINUM COILS, INC Soffits Appendix C ALC15001.3 FL12194-R6 Page 3 of 4 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) Heightfft 120 130 140 150 160 170 180 190 200 Enclosed 4 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001.3 FL12194-R6 Page 4 of 4 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed (mph) R of ft 120 130 140 150 160 170 180 190 Height 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 1 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" — 1/8" HEM T -T 3/l" ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/1' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 614320-3. 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" i/8" 1/8" HEM 1/4" f T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FI -12194-R6 Page 2 of 4 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 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 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D on•m 012V M 18' BLANK 3 / 8 PROFILE 2 0 0 D 0 0 00 0000a 0000 . 000aa 0000 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" / t/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE j 7S REF o SPM ozsm 0000 e.1zs tvo 0 000 0 0 0 0000 0000 000 00000 ooaa ENO OF REPORT ALC 15001.3 FL12194-136 Page 4 of 4 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. 1/2&018 Florida Building Code Online IItI SCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff BGS Site Map Links I Sear dbpr a Product Approval USER: Public User A.a Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # I rr Application Type Code Version 1,'.• :.; ; Application Status lY i:'•r"f,, Subcategory C •7,' rl' 1t rtf'a Comments ka yr:i'k' Archived Sections from the Code r) ,,,;,1';• Product Manufacturer Address/Phone/Email Authorized Signature Y•"t' Technical Representative lr'rii>• Address/Phone/Email ttw3; :- Quality Assurance Representative Address/Phone/Email Florida License 1,'.• :.; ; Category lY i:'•r"f,, Subcategory C •7,' rl' 1t rtf'a Compliance Method ka yr:i'k' Certified By Sections from the Code Certificate of Independence Referenced Standard and Year (of Standard) Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity T .. Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL5444-R12 Revision 2017 Approved 7 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.htmi 1/2 Equivalence of Product Standards Certified By Sections from the Code FL5444-R12 Revision 2017 Approved 7 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.htmi 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 Florida Building Code Online 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Qdf Created by Independent Third Party: Yes Oack Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click herr_. Product Approval Accepts: WWRE Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 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 6`" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 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. TrinityJERD 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 "TrinitylERD 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 12. Prepared by: Robert J.M. Nieminen, P.E. =? Florida Registration No. 59166, Florida DCA ANE1983 s_OF n'•.,;•: ? t, The facsimile seal aDDeanng was authorised by Robert Nieminen, x;53/^ SLE .•`• P.E. on 09/05/2017. This does not serve as an electronically signed tt•t•r document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT" 25, XT" 30 and XT" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia`", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate•" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest', Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 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. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V„ it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,Sd = 150 mph (V„ It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,Sd = 150 mph (V„ it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1133 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20'", XT"' 25, X 30, XT" 0 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" t( 305m) (305 mm) (305 nm) --j mm) Selanl 1"(25mm) 5 SIC (145 mm5r/7 I°brftrry T METRIC 131/6" — 131/6" 131/6" 1"(25 mm) — alanl 1" (25 mm) 61/8" T Figure 113: 1/se jour nalis for erv7 full sbin8k Use four nails and six spots of asphalt roofing cement* for every hill shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. t - Rooting Cement Apply 1"(25 mm) spots of asphalt fooling cement under each tab corner. Figure 11.4: Use jour nails and sir spots ofaspbalt ctentenI on sleep slopac CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'", )M" 25. )M" 30, )M" 30 IR: Cut Shingles 25 nen1 l+ It, 2" (50 mm), w Remover f 1 it f— — — — — r — — 11 2 Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11-24: Cut tabu, then hint back to snake trip sbingfes F.nglisb dhncrosions sboum). 5" 2" (305 mm) god 125 mm) sle' Spot' 5\ IeW, Figure 11-25: Inshtil4tion of caps along the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorirotion #9503 61M EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use til\ nails for even• hill shinLoe located as shown below. 1' (26 mm) 1' (25 —) Neil Line ' Ned Mad Line , Figure l: CA, six tails firr ererr fid! sbhugl . QOTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of 3sphah roofing cement for every full shingle as shown below. Apphv asphalt roofing cement 1 "(25 min) from edge of shingle. Asphalt roofing cement nweling ASTM U 4i86 Type II is suggesled. Hip & Ridee for Arcadia'": Cedar Crest'", Cedar Crest'" IR 1' (25 min) 1' (25 M) Luc, :1 Fiqurc j: C %e si.r r ads and four spols of nspball rrufr{Q caroenl oil s/o/yes. Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. 03 mm) I( mrnii' I psure —'T" qS M 19;O'N Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 5 of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. i QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested 1 112' (38 mm) of less o Adddional rads it required. t I' (25 nW I 5I8' (16 mn) 85W 220 rpO 1125 nu Roofing Curcn1 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont", refer to instructions herein for Cedar Crest'" or Cedar Crest'm IR hip and ridge shingles. For Belmont° IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont": Shangle" Ridge Figure 17.18.• Sbangle• Ridge. Fasten the left side' FIRST Remove tape from the right side and fasten SECOND RIGHT Figure 17-19. Installation ojSbangleO Ridge shingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic" NPI'' adhesive or Henkel "PL" Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthoriiotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23:09/05/2027 Page 6 of 12 W0PAO 0,001 100 Oro, l000,0410,010 l l QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested 1 112' (38 mm) of less o Adddional rads it required. t I' (25 nW I 5I8' (16 mn) 85W 220 rpO 1125 nu Roofing Curcn1 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont", refer to instructions herein for Cedar Crest'" or Cedar Crest'm IR hip and ridge shingles. For Belmont° IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont": Shangle" Ridge Figure 17.18.• Sbangle• Ridge. Fasten the left side' FIRST Remove tape from the right side and fasten SECOND RIGHT Figure 17-19. Installation ojSbangleO Ridge shingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic" NPI'' adhesive or Henkel "PL" Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthoriiotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23:09/05/2027 Page 6 of 12 QOTRINITYIERD 6.7 LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and thrix slots of asphalt roofing cement for every Use fife nails for e'en' full Shingle. full Grand Manor Shingle. Use five nails and three slots of asphalt roofing cement for every hdl Carriage (louse Shingle and C niennial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figura 17.5)• Asphalt roofing cement meeting ASTM D458611pc 11 t" 25 is suggested. L 25 mm) 25 mm) 1 112" 518" 8 $a, 38 min) 16 mm) 220 mm) i•• h or lass f1» j= 125 mm) 25 mm) Figure 17- l.• Use fres nails for evervfull Grand Alanor Sbangle. S Carriage llouse Sbangle. or Centennial Stale 16 minim f220 min) 25mm)' Rooting Cement Figure 17.5: 11'ben installing Grand dlanor Sbangles on sleep slopes. use seven nails and tbme spots of aspball roofing cement. 6.7.1 Hip & Ridge for Carriaee House Shan¢le® and Grand Manor Shanale: Refer to instructions herein for Shangle• Ridge hip and ridge shingles G.-7 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12' 143/4' 12" 1—(305 mm) --I--(375 mm)—I—(305 mm)--{ wrsewmm.raaerrrod+w ro.ermms L I-- I" (25 mm) Release Tape I" (25 mm) I JIM' NailableT Ates Exterior Research and Design, I.I.C. Certificate of Authorirotion #9S03 LANDMARK TL 13'/7' 13" 13'/2" 1—(343 mm)- -(330 mm) --I--(343 mm)-- IL-1" (25 mm) 1" (25 mm) I Figure 13.4: Use four moils for errq' full sbingle. NorthGate: WIDE WIMG IT 14 344' 12' nREn If (305 mm) y 1375 mm) — (305 mm) -{ Nailing Limb 1' (25 mm) Uppor nal looY (25 mm) - r nail Ind 71 Hailing areas for low and standard dopes (from 2.12 to 21:12) Nal betaveri upper 6 bier Zees as Own above. 6r" EDITION (2017) FOC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use siv nails and four spots of asphalt roofing cement for erer%, full LANDMARK TL hminaied shingle. see belo%v. Asphalt roofing cement should meet A.ti"L%1 D4586 TYpe II. Apply I' spots of asph:di roofing cement unde t _ each corner and at about 12' 10 13" in from each edge. 13 /z r(343 mm) METRIC DIMENSIONS -1"(25 mm) I 12"—-14sh" — 12" 305 mm) (375 mm) (305 mm) 25 mm) --- 1"(25 mm) Rdeaf Tapc Nail Area For Sleep I..— 25 mm) — — — — Roofing Cement 1"(25 mm)- QOTRINITYIERD 13" 13'/2' 330 mm) (343 mm) 1"(25 I Figure 13-5. Use six nai[c andfour spots of I" asplmll roofing cenreni on sleep slopes 25 mm; NorthGate: STEEP 12' 14-3/4' 12' SLOPE 1+{305 mm)—j— (375 mm}-- --(305 IT NAILING Nailinngg LimitsAREA1 y x1'(25 mm) between1pweres. 1'(25 mmnalIm rr Nailing areas for steep slopes (greater than 21:12) and "Stomi-Nalling" Nail between lower 2 nal lines as shown above. 6.8.1 Hip & Ridize for Landmark'", Landmark"m IR, landmark'" Pro, Landmark'" Premium, Landmark'" Tl, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/8' 305mm) (250mm) 6 6'— 815/16' 415/1G 150mm)r(150m-) ( 125mm) (125mm) FNotch for Notch for Centering Centering 12' • 131/4' 305mm) / (337mm) Notches for Alignment to Notches for Alignment to 5 the Top Edge of the Previous (180mm) the TopEdge of the Previous (196mm) L LCapfor5'(125mm)Exposure Cap for S B'(141mm)Exposure English Dimension Metric Dimension Shadow Ridge— Shadow Ridge— Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate oJAuthoriration #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23:09/05/2027 Page 8 of 12 N 6.8.1.2 9 27132' 250 mm) 4 15116' (125 mm) Ceeteing Notch 131/4' 337 mm) \ Align these notches to top edge of pttrrious course NorthGate Ridge QOTRINITYIERD 5. (1ExPos215-M) 12' J 305mm) 1 W Laying Notch I I I i1 I I I S figure 13.20•. Use laj,ing nokbes to conier sbingks on bips and ridges, and to locate The corrucl exposures For ASTM D3161, Class F performance use BASF "Sonolastic• NP110" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest•", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 certificate of Authorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 131/8" 333 mm)— 0-6 5/8-- -4-6 5/8-- 168 mm)II 168 mm Centering 7 13 t/4' ` NotchWF ' 194 mm) 337 mm) Align these li notches to top edge of 7 S/ m1g mm) previous course. t NorthGate Accessory 5. (1ExPos215-M) 12' J 305mm) 1 W Laying Notch I I I i1 I I I S figure 13.20•. Use laj,ing nokbes to conier sbingks on bips and ridges, and to locate The corrucl exposures For ASTM D3161, Class F performance use BASF "Sonolastic• NP110" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest•", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 certificate of Authorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each hull Presidential shingle as shown below. Nailing 40" Guide tines (1016 mm) 5 1/4'-F133mm) • • . 141/4' 1112 38 mm)(362 mm) NOTE: Apply nails on painted guideline. Figure 16-6. Fastening Pnesftkm"ant! Presldcwtlfal TL Slake sbing/es on low and standar/ slopam QOTRINITYIERD STEEP SLOPE: For seep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle bb. After applying S nalls in between the nailing guide lines, apply 4 nails i' above tab cutouts making certain tabs of overlying shingle cover nails. 1 I 1' diameter asphalt roofing cement Figura 16-7: Ftutcwiir(g Prwi&n1inl and P 4kkn1ud ML $bake sbing/es on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shaker" IR, Presidential Shake TL'", Presidential Solaris'"' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NK"'" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: Figure 15.1: firriening nhtfrmsSbingtes on Lott, and 5fandhrd.Vopm For lot- and stantttnf slopes, use fire nails for each full I Enters shingle Ir shown ab(Ar. 936, 2+a mm) Rooting Cemenl Firer 15-i rmrruiag flan—Sbfgfes ou vrcp smpa For steep slopLi, use rhe nails and eight spots of asphah roofing cement for cub fug I lattems shingle as shown abotc. Apply I' Milan) diameter spins of moling cement (As -IM D 4W 7)ye II suggested) under each tab comer. Press shingle Into place. do not expose cement. CAMO\: loo much roofing cement can cause shingles to bfis m Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorization #9503 6t," EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridee for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras OA, QOTRINITYIERD Figure 15-14. 18lbree piece tarns separate to make 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles r 9„ 230 mm) I I I I I I I 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20. Cul Hatteras sbingles to make coves cap. Fas eo 460 203 mm) Scdes col w Figure 15-21: Installation o% caps along bips and rlAJecs. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Figure 11.3: Use FIVE units for easy Fbgbland Skrle sbingla STEEP SLOPE: Use FIVF. nails and FIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Maul -Dade, SLC nails are required. Apply I' diameter spots of asphalt roofing cement under each Lab comer. Asphalt roofing cement meeting AS7Al D4586 7)1)e 11 is suggested. KUMrpurM SIX= (bM ni bbd owe Carlo, atoW n dwae Figure 11-3A: Use FIVE nails and eigbl spots ofacpball roofing cement under encb lab corner CAUTION: Excessive use of roofing cement can cause shingles to buster. 6.11.1 Hip & Ridae for Hiehland Slate'". Hiehland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13-.09/05/2027 Page 11 of 12 6.12 LOW AND STANDARD SLOPE USC FOUR nails for evm full shin -le localed as sl own hclu. Sealant 25 trn} 1S6mm) ri3cr.) (117ar) 1111Vm00nl QOTRINITYIERD STEEP SLOPE 1':w. fUCR nails and fohr spots 4 asphah rrvafing cemcul for tern' full shingle as shown holo#: %sph:dl rt"tfing ccmcnl hurling AS1'dl I4586 IyK II Ls suti slcd. Apply I'(Li tun) spoLs of asph:dt roofing cctinctin :u shown. CALTIO\: ENCe'ssive au' of roortng cetuytl can iausc shingles to hlisler. bl11 "1 R3:+al — — — — — - 1'125eoy--1 Roollnpfcmcnt Ir 17-0 13-W t 12.1A' -( W-4 Mr -r4 MRV 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR, Shadow Ridge"', NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ri3 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 12 of 12 1 /2/2018 Busl es 8 Professona egulatiio Florida Building Code Online 41 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear N rd V\ ,p Product Approval t ( ,}.. USER: Public User NProduct Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code hrips:lAvww.floOdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0tAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL 7l Model, Number or Name Master Smooth Description 12328.1 ASTM Slate Surfaced Roll Roofing Installation Instructions Roll roofing surfaced with mineral granules Limits of Use Approved for use outside HVHZ: Yes Installation Instructions Approved for use in HVHZ: Yes Verified By: Zachary R. Priest 74021 FL12328 R8 I1 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Other: See evaluation report for limits of use. Underlavments final.ndf Impact Resistant: N/A Underiavments final.ndf Created by Independent Third Party: Yes Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. A self -adhering modified bitumen underiayment. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Installation Instructions Approved for use in HVHZ: Yes Underiavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underiayment Impact Resistant: N/A Coated organic underlayment Limits of Use Created by Independent Third Party: Yes Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf 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 FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underiayments final.ndf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underiayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf 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 FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.ndf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underiayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf 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 FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underiavments final.ndf 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 1I TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval ReportTAMKO Approved for use outside HVHZ: Yes Underfavments final.odf 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 FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.ndf Created by Independent Third Party: Yes https:lAvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOiAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httu:/twww.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOV Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOG TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKOG TW Metal and Tile Underayment and TAMKOO TW Underlayment shall be 400F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOG TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOG ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N YUnderlayment TAMKOG Master Smooth Y' N N N N N TAMKOG Moisture Guard® Y N N N N N TAMKOG No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOG TW Metal and Tile Y Y N N N YUnderlayment TAMKOG TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. E NSF No 74021 c= 9 • STATE OF .' 141 N A CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 4A tiirna Nl,,, 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 TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 htip://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOV ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturees installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. -Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8° gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO) Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the undedayment to the roof deck. Allowable Roof Coverings: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOV ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y TAMKOV TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES in!Lty Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. W R, G E Ns No 74021 • i= OTATE OF :/ CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 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, RE 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 TBP14001.4 FL12328-R8 Page 4 of 4 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. 1/2/1018 Y -- i • . /,' !r.j. fit QQC Florida Building Code Online BCIS Home I Log In : User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications i FBC Staff SCIS Site Map Links Sear fi0ilda @Product Approval KA IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved 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 Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 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 t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A I J Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dll.aspx?param--wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 of Products FL it I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.Ddf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions F 3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAG Lomanco 700 Series - NOA 16051028.Ddl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes 13792.4 1770 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.Ddf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.Ddf Created by Independent Third Party: Yes Back M N1..- The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVidikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 213 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28AY. -A— Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/a" aluminum annular ring shank nails. With the first nail 1'h" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply ''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x l-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMMADeeouNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 1 11,0 16.00 750 SERIES LOUVERED ROOF VENT 4.91 --w- 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 15.33 i DETAIL C 16.iJ0 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i 7,25)i 15.33 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE m NOA No.: 16-0510.28 MIAMFDADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Ol: NTY J MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A*A— Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC -98&99 TAS 100(A) 03/16/95 LOM -013-02-01 TAS 100(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC -98&99 TAS 100(A) 03/16/95 LOM -013-02-01 TAS 100(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'':' aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M-m- 700 msM-m 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M-m- 700 msM-m 700 SERIES LOUVERED ROOF VENT M-m- 700 msM-m 700 SERIES LOUVERED ROOF VENT I DETAIL B 11.00 e.00 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT i 4.9 t 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i 1 533 DETAIL D I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMb WWI a MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant ##10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 I; ME, M M M 700 SERIES LOUVERED ROOF VENT 4 ------------- 4- 1-i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 I; ME, M M M 700 SERIES LOUVERED ROOF VENT I; ME, M MM 700 SERIES LOUVERED ROOF VENT DETAIL B I 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 4.91 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 11.00 -- I 23_OCI 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE U NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 0 BCIS Home Log In User Registration Hot Topics Submlt Surcharge Stats 11 Facts Publications FBC Staff SCIS Site Map Unks Search Florida a Product ApprovalUSER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoollcanon Us t > Application Detail FL # FL158-R10 Application Type Revision Code Version 2017 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 CAST -CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cpanino@castcrete.com Authorized Signature Craig Parrino cpariino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By. Product Approval Method Date Submitted Method 1 Option A 10/18/2017 Date Validated Date Pending FBC Approval Date Approved or rruoucrs 11/14/2017 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FI -158 R10 C CAC NOA 17-0821.18.odf Approved for use dutside HVHZ: Yes FI -158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FI -158 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Caclr rroxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyrleht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply ri personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dict hem. Product Approval Accepts: Credit Card Safe M IAM I•DADE MIAMI -DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tirvw.niamidade.zov/economv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Comity Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,61' & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial, This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIAMF ADEGOUNTY <_ Expiration Date: 09/11/2018 Approval Date: 09/28/2017 O l Z 8/2-o/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Syslem'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Syslenx Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tYo. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatorydffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP,), E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBM[TTED UNDER PREVIOUS APPROVAL 614-0903.03 A. DRAWINGS 1. Drmving No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06/12114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoyy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., cert Being compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. a' Heimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 STRENGTH PRECAST 1 feHIGH PRESTRESSED CONCRETE rte 3 47AM is w3, 1 a 70 R Q I A M09M E i[47 I 3i lFll 12::J E]QS m mrEI"rP1 G VfiL.11l 0 liQ6i OCJ 'J ltt7r (7dS17 naJ• V!f!1!.i[1Ci lirL7tf r Iloutu:st oaa rut[rra• CiTii[C 7iI?iP7 i 1L721S :.!!'GSA TMu lli: rkJ L':JUCIta VETi..lC1C'r[J/d rr M3"N II7 a:l:a Fix""rrlG l][HER ']rl 'r4O ra[STTEw!'-[tl Jramr, ' Elmo t!• ra riS'Jf7 C.:1r`.L'1'a.7CG1/111'..'r^_'[1C3 mCd[trrrA[at m 9fiCHlamr(llan•'•'•rrtr3aru_:IOCJI]C:iO i't'JCTF'112i1![:11J IngIrfLit fIlG]aiiGit1iISZ'"JCR II':IrFL:J Jt rFl_::II]G57 [IC.it7 rZiil mil%"Li iirr`s.1 7iiifL!4il i± r - - = - - r[iCSiQQ1lltJlllii:.1 [CSGI:i"—"..f[iC7 GGiO p'L'9[]67 tL' r11iL".1 [FJC) [11L:[FZ] EiC1O masi*va`ar(su_uc-rr s:Ir fi7iL7fII1EMA Vct'L^7 Ff L1O o6+i guar L re vea Jtal acnes oarJv ra.Sa[c• loarJ[.L't7rrar:u:ersa;Ztnrt,avno sSr,[[zac[rcu Iarvl za!arlsalsav fir1190 o r r: .1 y%h;ri.i1! .,Ici Y'311. c u 1•a•L. j 7 .. Ito BodirgCmdo 7 rasa[ *ras7[c lr5 r;;::.:rxarr7 1 rC.TJ [7677 Fil7rlas( rr'm.9rtL!IR 7CLr':7t r lS.9cC7a[JrII=Gi5mVZ_91 r7C3r r]GIa QSIrT l alt l(L [IGIL l/tIL"J ff odo _ ... Fill , risCSi [.T.:Frfii[Iili 1IISC7rtL'i.•:.iC 7I o ft3G1im7rFti[.1.(7 :llra ril:L": y ua rarer a:wv euarls..w.,aw vrif::e Lu CG7<•ur+.• Kam r rrft7FSa7t1 LiayMLiRl"L<'i.7ss:a[az Vcii.lGCl 1:It]tta • '• "•' r • • rr'[.tElFfr(nn:.IlQ vr.Lr:r276e90 sia+aararrrr.,tutJrr11t,5 r tl 7. unr ef rn[tf• rirry nn s:e«rri•a a+. CR 679 ie•rt0®rti;= .rlLf6la rra+ITa r:I rtu.I oalryo L'_JII; ciOlraa rr_.vsa raJ m. ra.r ._.n X"- r rr r lle Rzat:aa[cas 17— Miotm 44756 r•;.s r•^rrrsr PRECAST AND PRESTRESSED LINTEL DETAILS I'1tN:CHaa:r-I Aa`l6-1US,, r.. C -- A.ST-CR E EMEN c GE01FNERALNCGENERAL Yalafel e i M1T, a rA21P14ydd ° ploweo pld ccab 6i0MI;4pe 60&yVrs MdWoo p aedo w i m mr. O m•mt W. bard Od M. almonNAj7 aw IRA malt a "damd by 4m! 6 aaf+q fm0h b 4n am 4 112 bels 3) A M mads bed and hood )6+b. 4) la mach in pradbub irdeab. tN pareol (adxOar for 40 Nowaddd ra6r q d228 p0 t426pa 6) N stab Clod r aawd 360 ddht0x fldtlD2G bW w4bbw amw VIM 7ftdlm 0od. seam Ito ew aiya a 4 FW4- man 0) 61om and Robb as rgh•L 1) C add lol,b to be b bbd •/ 4' f NNW M6aobl .M C eoutdm .rriei 6j aiad/ i6a ad dxueaMtdd mmt eao h IL niTabM memlmiloli g mmdmy a raab good d 4-4* *do low(mm lbs 10) MA - NA Ibbs It) Rdbm Fidel edd.l mbar b a IomW at W Allam or Ib. Wd watt. tp) rdeo••adal. wraoll d r10 ibfoMieY•0 and wNro. loo; s4cba •4 to Nob M 13) Ra alular aufam et tM1e r Ldatbd b .dnw ,a wel. 1f sda del Igaa aadGp d exon aplYd b ammd.a aAh ASN c -ate: Mr yrp•Rd epeol:s• Id11" kodw a 'the Aptdd o.Awl Mad + ACded Iwkaalol bad S t.0 SAM rr6ad Mad SiM b.rbmid Mod I$ for dampodt• W1d MAA not ah ab am .d. Mad Lam nod lora bdd4 abe•n. 16) Por Not b*b rot 0-a6 ba. sl. Mod from out b9d IONA dk" ti) Sora Mad' a@ tapecbpaod aledla lows. 10) 3d. bada basad m milmd 4.6p vbib por AUn00a wA AD 316 19) mawMl ebd f myyNdaa Ur 6bOd 9m . Yates rbde M L. SEE SAFE LAIFML LOW pRODUCT ROVISOD A,gamoylag with Cho Flo" TA90 FOR LOAD RATWO h FOR EACK ADOIIIOtWL ROMCED CW RRL COARSE 1/2' O;R IV i iS.• r5 RMAR FOR R' UMU S RMAR FOR 12' UNTETS 789 6R40 or CRROGk ita MoAM laa r Iam3 • 0d MW4ar•ma atit4,t•;. 4S8 aff a' • '4r a s IN rr um eaao w r um t2' Idbdlral 1004 SAFE LOADS FOR 4" SOLID LINTELS 44s -414m pRODUCT ROVISOD A,gamoylag with Cho Flo" TYPE 13ESIONATION AAcae yr, alml L7,r,,r mill cm/o_uaaw awat a er 6.-2B/2T 12fr M J Limwrme 959 ita M oAM laa r Iam3 • 0d MW4ar•ma atit4,t•;. 4S8 aff a' • '4r a s IN rr um eaao w r um t2' Idbdlral 1004 SAFE LOADS FOR 4" SOLID LINTELS 44s -414m GRAVITY TYPE LENGTH 4SB 3'-6' (421 PRECAST 1180 4'4' (487 PR£CASr 959 4'-6' (547 PRECAST 789 5'-10'(107 PRECAST 460 6'-' (787 PRECAST 360 7'-6' (907 PRECAST 260 9'-4' (1127 PRECAST 156 IV -6'(1261 PRECAST 116 Me Cas am UPLIFT LATERAL LENGTTYPE LENH 4S8 4S8 3'-6' (427 PRECAST 687 371 4'-0' (467 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10'(707 PRECAST 407 148 6'-6' (787 PRECAST 366 118 7'-8' (907 PRECAST 280 87 9'4' (1127 PRECAST 187 55 10'-6'(1267 PREW 152 43 12F8 12F12 12F16 p. 6U8 61`8 6F12 61`16 0 • t:.'=:7:, 14 G 3Cis J4• .i•.- %f ?. iar :•i'... . i an lel . 1 G ' or 12F28 12F24 12F20 PRODUCT 1tRVISIiD S' d6. S7 pY '* ' ' • i ria Cfa Floral i R CRAMPARRINO AraqumaFN -o 1 l8V 6924(`R$19 o0011O.1e o 6F32 6F28 6F24 6F20'. `S'S '• G.` SWINE ,FL 39594 By FLP.EUC.NO.44756 s x-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABL a.. du Rod; DIM -14 aaAa6 m d01W1 Apaib satlr bu. Vv mo`de 1 a vi dr¢aTo tr. 2 Frma6.1`.c - IM R6 dusl aMRn llb. U4612 MKU I SAFE GRAVITY LOADS FOR V PRECAST U -LINTELS Cwsln wnr SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 US -18 5F12-18 5F18 -1 6F20-16 6F24-18 6F26-19 6F32-18 Y-6' (427 PRECAST 2332 2678 3892 5050 6148 7227 8297 9357 4'-0' (487 PRECAST 2025 2313 3892 5050 6146 1 7227 8297• 9367 4'-6- (547 PRECAST 1654 1 1857 3633 5050 6148 7227 8297 9357 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 669 1056 1523 2064 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 22W 2898 3747 I1'-4'(1367 PRECAST 457 513 805 1133 1507 1952 2492 3183 12'-0'(1447 PRECAST 425 477 744 1042 1,577 1769 2238 2808 13--4'(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1657 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2087 PRECAST N.R. 299 1 455 620 1 794 985 1 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 r I SEE GENERAL NOTES – SHEET 1 OF 3 SAFE LATERAL LOADS FAR g- 020MAT ILI IMTRI R C f4mwb SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-8- (427 PRECAST 587 1055 596 4'-0- (487 PEW 487 787 445 4'-6' (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (787 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4- (1127 PRECAST 173 352 74 10'-6'(1267 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-0'(1447 PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 1 21 SEE GENERAL NOTE 18 427-V., cr ar if- SAFE UPLIFT LOADS FOR 6- PRECAST U -LINTELS 4-w.4m" SAFE LOAD,- POUNDS PER LINEAR FOOT LENGTH TYPE 618-11 912-I1 6F16 -1T 6F20 -1T 6F24 -1T 6728 -If J2 -IT Y-6' (427 PRECAST 1412 1 2074 2713 3356 3997 4638 5279 4--0' (457 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1053 1592 2084 2577g2357 62 4055 V-10'(707 PRECAST 831 1222 1600 197936 3114 6'-8' (787 PRECAST 723 1097 1437177757 2797 7'-8- (907 PRECAST 648 86300 1249 04 154435 2431 9'-4- (1127 PRECAST 575 571980 125232tg 1972tm 10 -6'(1267 PRECAST 514 462787 11211786 11'-4-(1367 PRECAST 474 404 885 985 1213.11442.1645 12'-0'(1447 PRECAST 454 357p0 619 888 111 1506 IY-4'(1607 PRECAST 402 308 518 736 1247 14'-0"(1667 PRECAST 368 12 28500 475 IN 87790 1145 IN 17'-4'(2087 PRECAST 253 208 338 476 803 THE NUMBERS IN PARENTNEZ ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AODED REBAR. SEE GENERAL NOTE NO. 4 PRODVCF RBVISQI cumgyiag will, dm Plodda gaflding Code C o O ZA,%$ am l8 q. 4 PRODUC"MVwcD 71:. * : BoAdVpa wAA IN Ronda F y:lY AKA CRAIGPARR010X18 8321 CR 79 OIVAI E.• SEFFNEFLR. SM n-- 4 FL. P.E. MN0.44736 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB it cm Pam P.L - SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS Foa iF iR_i&ir GZiiFFL9 SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS 40011,14Af19 3ASAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U6 12W261812-291814- 12E20-28IIE24-2612126-2817732-26 Y-6' (427 PRECAST 3428 5000 5638 7619 9352 11060 12755 14438 V-0' (487 PRECAST 2923 4232 5878 7619 9352 11060 12755 14438 e-8' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(707 PRECAST 1612 2720 3218 5234 8487 11060 12765 6'-8' (807 PRECAST 6'-6' (787 PRECAST 1383 1886 2679 4196 6421 10032 12755 7'-6' (907 PRECAST 1138 1628 2131 3218 4676 6756 9763 l47464V-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 10'-6'(126) PRECAST 614 1043 1295 1653 2516 3323 4334 II' -4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2617 3333 4206 13'-4'(160' PRECAST 359 767 926 1294 1709 2188 2743 34091 14'-0'(166) PRECAST 321 720 865 1204 1564 2017 2451 3106 Ir -4'(2087 PRECAST N.R. 4516 631tK, Sal 1141 14266 1750 2102 19',4'(2327 PRECAST ALR. 343 471 700 925 1152 1380 1609 U) THE MAMEM IN FARDMMM ARE PEMEED MUM FOR WIDE 40 FKW 400[0 FDA SM 4IMRAA IM IIA 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR UAINTELS fca l m o"m 3A SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZR06 128F6 28 U1FI0 18314- 124718- 111072- UAf20- IMS -21 527 PRECAST 2538 2942 5468 7584 9540 11669 13679 15679 4'-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 V-8' (667 PRECAST 1347 1841 3555 6395 9640 11669 13619 1567 V-10'(707 PRECAST 1259 1758 3351 595E 9356 11669 13679 1567 6'-8' (807 PRECAST 924 1430 2633 4415 6884 10 1257 1 7'-8' (907 PRECAST 707 1 1203 2157 3494 52597922IM3,J4427 35 9623 1132 9'-6' (1167 PRECAST 389 843 1451 2151 3209 3853 50746=0, 1) 11E WSW if MEMREas ARE FERDDR REDO MM FOR WAGE 40 RID MM REDfR SEE 4;IQK NOSE 9a 4 4mrr4mm 3A LOAD PLF LENGTH TYPE 12US 12F8 R0 3'-6' (427 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 6'-6' (781 PRECAST 579 2187 r-6' (90) PRECAST 474 1771 9'-4' (1127 PRECAST 355 1326 1454co10'-6'(1267 PRECAST 306 114311'-4'(138) PRECAST 278 1041 12'-0'(1447 PRECAST 260 1 971 345,1 l3'-4'(1607 PRECAST 229 857 278 14'-0' (1687 PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 633 16 19'-4'(2327 PRESTRESSEI) N.R. 534 130 JCC ULQIVL nuir 10 PLF 4'-4' (527 PRECAST 1295 3692 25 4'-8', (547 PRECAST 1213 3458 2417 5'-8' (687 PRECAST 784 2236 1 5'-10'(707 PRECAST 747 2129 155 6'-8' (607 PRECAST 602 1716 117 7'-8' (907 PRECAST 504 1438 91464 9'-8' (118') PRECAST 355 1011_ .5119i`- ftcDIJCr ew e` H ct, . E„bo 8 644 E mmol SEE GENERAL NOTES — SHEET 1 OF 3 401111.401" SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 188-21 IV12-21 INTO -2112710-21 12724 -IT MM -2T INU-2T 3'-6' (427 PRECAST 2752 4287 5613 6938 8264 9569 10915 4'-0' On PRECAST 2369 3721 4672 6023 7174 8325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 8341 7365 6384 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 15—M 2972 3675 4378 5081 5784 r-6' (90') PRECAST 12676 1767 2163 3194 3806 4417 5028 9'-4' (1127 PRECAST 028 117 2006 2590 3067 35 4019 10'-6'(128 PRECAST 1612 2281 2764 3209 3853 11'-4'(1367 PRECAST 1404 1982 2441 290 3384 12'-0'(1447 PRECAST 1269 1788 2201 2618 3032 13'-4'(1607 PRECAST 622586 1057 1485 1626 2169 2513 14'-0'(1667 PRECAST 974 1365 1679 1993 7309 17'-4'(2087 PRECAST 695 964 1182 140 1623 19'-4'(2327 PRECAST 93 817 1002 11874 1372 II) ERE KMER5 IN FiRI04RE95 AAE KAM REDO== FOR WADE 10 FEID AMM WAK SEE GEMINI. NOTE R4 4 SAFE UPLIFT LOADS FOR 12" PRECAST W12" RECESS DOOR U -LINTELS 4~4"m SAFE LOAD -POUNDS PER LINEAR F00T LENGTH TYPE 12US-21 12dT19-2 UN14-2 12RFI8- 12AF22-2 IM11-21 128F,10- 4'-4' (527 PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-6' (547 PRECAST 1558 2582 3602 4623 5643 6864 7684 5'-8' (687 PRECAST 1210 2042 2550 3658 4466 5273 6081 T-10'(701 PRECAST 1173 1964 m 2769 Ml 4338 5123 5908 6'-8' (807 PRECAST 1020 15—M 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 12264 2163 2776 3390 4 4003 4617 - 19r8' (116' PRECAST 703 6 771 1472 2181 2&63 7145 3628 Qt,T-;. • • • • ..- IFII m W PIMN01EM IRE FERCEW F=n( IS FOR 0 READ ADDED FIE K SEI CUM WE Na 4 9EtoDucrR6v1s0o447 * . Obdi&4 004.E A tlp PIa1Ja e 6110 18SOP C e,'- e,' -ft, CONAL ;. v 41m a alp FFm CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES1 MIAMIDADE MIANII-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miantidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Slaving Jurisdiction AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the A 4J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by IIJe%lmy A. Makar, P.E., M.S. MIAM •DADSCOUNTY /j % NOA No. 17-0821.19 Expiration Date: 05/21/2022 b9 / Z8 / )Zo / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06/07/96, revision #1 dated 11/08/96, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certfed Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report 484-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t._, tl, 4. AL" e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/282017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMIT TED UNDER PREVIOUS APPROVAL # 11-01.21.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7. 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letler from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9-1.11,/ d elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTBER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTM E-529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. W. A lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 ASIT CREri HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS a00UCr RIINOWea PROOUCr RCVISCD womw mIvft,dR swum K eomplrinp „1Ul U.. FlotLln Imufat Code BaildingOoJo _ 0 2 .14 d„e L yAcoepmeeeW B 03W Aa_q d axe Mm itll OR l TYPE *A' STIRRUPS S•r 7[32'P BAR ro STIRRUPS a, _ STIRR P 1: 1 s1717Cf.Y YE a3aAw IsI 'tylilL`1a <lil tl+::l ll<liiit:I'll:l Is EJID ao iDc l rfAr a I[>f OiSti C t D 11QSiD IllC 0 IFd>if ODS c'. A Q"ice Y L7t11 1!7 lIugnmW1111-'lOIL" I.-Im ir in7 mimm mul_ l" f iiY= I.I I V.Y" -•lei 10.f.Y lTi ff•• T' c nrFiC]1aG!]CL•:ilu:ar21:f.,1 DLsLIEy" I:ILIII: iUFLIoc[jc,a>Zti[.*. 1miEwaNJ" r uartilla tetJ[:i v,....Dca,",Iki S1RSL'sVcta,liu96l4FaV ric,xoc.[:cr[:rra:s art,sr.,rr><• r ar.c a nI e r tae ria n,,e rc ia6rlr.n i oe r lres+t neuar ct-melo d9te7sy:r.:,avti5asri11ar.1a;aa;l[1t:7 r? n« i• m.., nn'7•.S rS t `d`anuoo• ry tnJni RMWORCM [AK FUNC.AMN MWEL rna Wu7aaas m .O mi•/•.Sr. R .YS 7.15 It 2.oZL 7 7 Es TLx. Rlt Rcni.n•ea114•RS rANIQMN MW IM MIdp VW Wgollex is rwma lox / WMM ~AL R U rtomem or OO YKM tw Allo emm Xmm m an MTRmum wmv, lltt rats mlaral corns Br yr CAr am am w - J M_WWWo'lleni 7/42 RW A71Y MCI K ri S. tom Un =o l IWAM 1W nmtW AN l3 tmAt StlRl w ARIN A•IH• J/1 ORN tfU111t 0 n cmnv $maim rdex Lim e1WOO n® IOx-tOA7AtpN RCFasflNo Ole or nd RWQetmlo tlo6 rot OOWfIt SRTAW ASN MIS. - m. of Sumps • 4 im mm L 0*=C tlumm f. ISM r9 OR r Nwomm Clot YARL "=="a ! SItd11JS rummic WAX 1•. • 4m rL m Au, " AA CAW CRA StC w S am UP" a LS router of reuJR?mvm row m or rerslar> utm xuJewtro cAt7 L stnrnlma MCSIta71D to tater urmro Itt tAx710G 1[!. 1 030 XL o..naawea.wa da1UW a IG E 0 CRAIG PARR040 p __// y q•• e9 .amJd' SEF RER.PL 33504• R..P.E.UC. No.44758 alu CAST—CRETE 8" LINTEL FABRICATION DETAILS 77.61 nen nrr t none t:AD A" bDF7:ACTR PRFSTRE9RFDLI.L1NTELB arPi oo mct.,aReOu FOd.6fRi6lS SAFE UPLIFT LOADS FOR 8" PRECAST$ PRESTRESSED U-LTNTt.9 Cgsctctno' SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TIME 8116 ao-08 1 IM -03 e1`16-38 111 U24-0 I11TM•48 1111141416LENGTH 785 6-1-11 612-77 anf-19 aflo-Il 624-19 VU -19 632-11 3' 8' (44 PRECAST 7231 3011 3M 310 4603 5163 6119 16m 7547 6064 074 6302 IO 44 10651 11666 4'-0' (167 PRECAST 1966 E 1993 291 4601 350 6113 4610 7547 6261 0974 7619 1094 8101 IIw9 4'-8' (547•!' 15194 1969 2169 x10 4375 1971 6113 3753 7547 4M SM 6100 10794 6224 Icwe 5-4' 64 PRECAST 1217 aro 16417 143 Sow 1922 SM ttw 7541 3193 2 3666 0737 4w 6 5-t0' PR1771Sf 1002 1103 1451 1173 Mt lei 4310 2020 65 2349 3009 7101 3170 1516 6'-8' 787 PRF.GIST 906 1136 1235 2171 2177 34N 3031 5351 3Tm etm 43U low s06I esti is r-6' (907 PRECAST 7, 1011 1011 1726 I IM 2632 2061 2165 0211 2421 801 Ml 11497A 365 6472 9'-4' (1127 PRECAST 554410 762 Im 1 1145 lao 163 14164 2664 mu 3466 tete 4mcal 3202 1390 10'-6' (1267 PREOA% 475 015 63 ON 1051 120 1633 2017 2093 2777 2791 2101 MW 2616 4764 11'-t• 1 PRECAST 362 552 33 1361 130 1440 16441 2123 249 3127 317 4001 4006 12'-e144 1 PRECAST1 337 NO 540 DIS en 1254 1 1234 1164 104 x93 210 2005 2695 36R 3M 11-4'1 PRECAST 206 471 471 M 753 1075 1 1073 Mn Nm 1030 1031 2316 1 1316 2881 2661 14'-0' 168 PRECAST7 274 424 442 70 701 lam 1002 I32a I= 1697 1617 21" 1 x27 1430 M430 14'-6'(1167 PRESTRESSED N.R la 451 tm M 841 1370 e6 ISM NO 2245 I OUR 1 2517 I A 1, 2712 164) PRESIRCM N.R. Wt IF— IS til 1250 tat 1733 N1 2M I III 1 2310 1 ICS 1 1513 t7'-4' (2087 PRESiRESSiD NR, 701 3m Is 53 toa 130 to 1326 Ing INS 0290 19'-4'(2327 PRESTRESSED NA. lot7235 RR 419 5780 03NOW Ami to Ila OR Isif KR I7I1 S 421''(256') PRESIRESSEO NJL 892 M.4 341 45 1114 1359 um 22'-0" (2647 PRESIREM NA al 166 a 316 NA 6541 a 764 iR 1017 I 1286 NR 199 24!-V(25W) PRESIREM N.R. M 129 IR 730 W IR S4 109E Art U27 SAFE LOAD LEN13TH 1YPE SUB I 8F8 RCMU PRECAST 1025 1024 1598 4'-0' (487 PRECAST 785 763 1309 4-6' 1547 PWAST 592 591 1073 S'-4' (547 PRECAST 411 411 745 5'-10"(707 PRECAST 340 339 616 6'-6' (797 PREOAST 507 721 490 7'-6' (907 PRECAST 424 534 1 383 9'-4' (1127 PWAST 326 • 61 Z 1 230 10'-6'(126) PRECAST 284 1 401 160 11'-4' (1367 PRECAST 260 452 154 12'-0'(1447 PRECAST 244 402 137 131-00601 PRECAST 217 324 110 14-e(1661 PRECMIT 205 293 100 14'-6'(176)PRESTRMM N.R. 2$4 91 15-4'(1647 PRFSIPEM N.R. 259 83 17'-4'(2007 PRESQIESS N.R. 194 64 19'-1'(2327 PRESTRESRO N.R. 148 52 21'-4'(2567 PRESTRESSED N.R. 125 42 22'-0'(2647 PRESIRE4'ED N.R. 118 40 24'-0' (2687 PRESTRESSED N.R. 91 33 4111, SAFE LOAD - POUNDS PER LINEAR FOOT TWE 41111 -ti d• - 7 1I GI 6724 -If 4117/ -IT SI LENGTH Sr" 41112-a I 61bII 910-Sf V24 -2110I eM-2T 3-!' ({ PRECAST ISO ISO 2655 2693 x 3374 43% 4794 57413 S213 4M 6171 70"1 RDI 4'-0 (167 PRECAST 136 1363 2305 23m Sow 3060 3916 3615 4610 sats sm 6076 SIM 4'-6' (547 PRl CAST 1207 rM 20W 2040 707 2707 3377 3375 1013 4711 4711 60" 5379 5'-4' (647 P103AST ION 1016 n 1719 1ma we 14176 2636 339 3399 911 3161 4522 4m 5-10'(707 PREO4ST 9m 971 IL57 1 2060 S9t 7393 31m 3107 3610 670 4133 4133 6-8' (7b7 PRECAST 1 Lu 14 1407 1 1666 2329 tm 7760 3251 7731 37 7112 7'-6' (007 PRECAST 727 711 1 1224 1414 1624 ems 2073 1176 1 116 2lV 2627 312E I 3276 9'-4! (1127 PRECAST 591 391 706 at 113 1316 1474 1643 1615 1 1667 1 2157 2194 7500 1 26th 1D'-6'(126' PIiF AST 5m SD 6 on Ste niod Iue Nn 1461 rmad 1736 m6 loll 1 234s 11'-{'(1367 PRFOti51 94 434 604 ' so 1 IM 1042 107 13n 1211 ISO ad 1513 111501 17M 21417 12'-0' 144q PREClSi UO 470 M 550 1 M 941 OW 636 1341 II mad 1396 1618MI ISO cd 20i5 13'-4'(1607PREC/li'6 4t6 426. 310 400 1 07 780 MI 763 1159 6W 1418A 1143 imel 1325 tam 14'-0' (1667 PRECAST 364 110 425 1 560 M td 724 100 4122 139101 las+ 1582W 1220 1807 14'-8'(1767 PRESTRESSED 119 US 334 ad 395 I 810 14 au 01 671 610 675 IV)A me W 19111 2131 1734 1A13'-4'(184'} PRESIRESSm 224 730 i17 366 116 cd 616 ad677709 9416 rA 1240rd 611 wd 1460 1014 1616 17'-4'(2067 PRESTRESSm 79192 tes 306 8111 1676 at 7/ I1DM 7mbf 127117 1 4m" 1473 19'-4'(232') PRESTRESSED is in 22904 349 bad 447 m 667 841 647 1059 741 M 21'-4' (258) PTBSTRE 6 742 142 363 SA 4W 721 IMS 1101 653 00 IMI 72'-0• (284•) PRESTRESSED 131 137 M2.23 316 33 441 6416 616 663 4170 1262/'-0'(2867PRESTgMMIxIN 155 1e dj 892 M.4 ad 876 In INE NURSERS IN PARENTHESIS ARE PERCENT RM1XTI0N5 FOR CRAOE 40 SEE CENDIA NOTE R0. 16 0R StW s at 3 - Pao ADoED REM SEE GENERAL NOTE NO. 4 ON SHEET 3 (IF 3Pao 9AOptKY GPRODucrituVISO as watpl5m19 a41h Aho Flood maoapl7y(nawi Pk116.i 100 9 O.Fwaft8wifla064. i1v DOldinSCOda a221•/S 1141416 ZeZ1 3 Kv 2Z By Deft E, 7 rueeell menrc - iNFET 3 OF 3 t-- Como1 010Ie - I V, - - oF = 0011 im CENE104L I(= H0. 4 ON SIM 3 OF I V; GEN • VAODUCTItSYM p O t NIhOwObyco ' i1r ' '1nq°6'asNa - u • o Z TE CRAIGPAMM 1os0di ! 6 6924CR579 SEFRI R. 304 R 0.447681r1j1. 11A1A16 ` CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 8" PRECAST wf r RECESS Db`OR U LINTELS Rare OADSAPLFSAFELOAD -POUNDS PER RFOOT TYPE 8R116 01F0-90 e6F1 aFl e6710.01 4-6' (541 PRECAST e1FL ao elasw LENGTH 5'-e' (Sal PRECAST a08-te w* -9e Mfle-I W16 -I egi72-1 eMe-le awvvc- 4'-4' 52 PRECAST7 1635 1719 1681 3365 3691 3L0 5109 1638UU 6{211 6000 9493 94. W 176910183 4'-d' (547 PFTECiIST 1494 1516 1759 7063 3W9 2982 3868 9939 4946 6060 5924 un 6904 10693 5'-8' (66' PRECAST 866 910 1117 1770 2461 a 4961 2277 9399 su9 IM 31x6 7817 3060 0.111 5-10°(70 PRECAST 810 1113 1653 234 16(10 4242 1124 6039 2649 3r74 71 3700 6706 6'-8• (eo'j PRECILST 797 901 got 1625 1677 3120 3120 5049 am 7747 7815 9446 eumn 73M log 7 -6' (907 PRE= 669 TS 195 1410 1490 2459 2459 3776 3776 6743 1743 7779 6823 w69 9'-0' (116') PRECAST 421 4 629 099 098 1566 1506 2293 2253 3129 • 4011 3121 4 3N5 SS81 SAFE LATERAL LOADS FOR e. unank•T.d 9e OCr=Q nnne ITA 18HR1 A 4"w+s" OADSAPLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-45 (521 PREGISI' 758 1 757 1164 4-6' (541 PRECAST 694 693 1073 5'-e' (Sal PRECAST 408 407 655 5'-10'(70') PRECAST 382 381 616 6'-8• (an PRECAST 595 788 464 Y-8' (90 PRECAST 509 674 363 9'-e (1161 PAECAST 370 490 214 THE NUMBERS IN PAREMHESS ARE 1'MW REDUC110NS FOR GRADE 40 4 SEE GENERA. NOTE 1S FIELD ADDED RF.BAR. SEE CEN8M NOTE NO. 4 TYPE Gull-IIa, GENERAL NO 11) w°. > S- Im .ter, d a I.& b =wwM WI •40777 pl atd 4loa ad 13) [d l = r "In e d m•• .s web M 0.4 - jamd soo) p s a 5x5 e91rw1r ago a r Yeo• .t orybp d •1.v eplw r •eer4o°e du A51L 0914 d O• vr••w ./• s kq "Old u,- "0- 1 wtp+"q[6Le Iq w. 'le i •` 9 erlreeYeO Wd A416 Orb" 270 b[ drstbe wW Y 9 W mil a w.ed rY AMW "AM W N9'd adrrN WWASMQmry . w S 10Ws ]Y. hab[iY rw 4M e•b b.e Irlio a 4 leh Y Eewhn adu6 bdt 1111 by M W tlW yJst L laud 10J ht w.;m a Wd woo al am w ab bw 'me ml bw wo .'u- W [09 Iu4U b re 474 6 I .: W" oder. 149 IN Md kapb oat AM 6L ad* Irw IN. 2 W build Iq6 ban. 3)116)k rd e•M W{ d Wr4 w ft I» s k bek o *.Wpd •11111.65. bra 4 l 6Y .4G4aWads b paed re dke 611 IQ SY[ took brrw a vC d dWp aellb W b ON 44.1 AP 34 fnedc Y -P m ow -u o b.b - on a r/ t6t rdrt " 4 Mq( yA3-- 9601 p6 11) Aderm+ 9690 w a7.dp <an w YAa.r 6 ar6 b 0 q daaew rYdycd cagier mall aA P0:6Q aS°n mf Mme 6) b hls mrd r eaed VJ 4(20116: *m y 115'-4' 1 told srb 1 W10i yidk. 11a pROOl1C: RQJt:SI'F pYiO. tl6V ft sgado 9111dx Florid. aca° ikbL r" 110U.1 a cIN sw 43 9t•o 0W W& a 1•o4s6 b -022 19 7) On T1rdw mil b db W" W b• JS nbea me1500p7( 0pdr.9..1•0ai.el w ldd d ally 0% w saftowd 777 a0/c .w+k.a 911°.611 caara SEE WE LAM LOAD 0) 11. 4044 M •r•tbb erorr9ebe bee (°20 W •d• bid U*9 g mW,; b .deo., fdfin tnaold d rd>tK Y 6°77 b jm pL dw yluALL 3y„ Rscow cuu) tow Y •p•4 K PRO IW NR:. NY Mw a. t0 ME fell QW*rdn b to bmlw It am 4.1m w W bW _1* 1/2' CLR Try . ( 0840 07 EIM 4 • SAFE UPLIFT LOADS FOR 8" PRECAST W12• RECESS DOOR U•LIMTELS ARF A411tl SAFE LOAD - POUNDS PER LINEAR FOOT TYPE Gull-IIa, eAF11-IoGN4-2 e-1 tt wF78_ ecm-n LENGTH 6679->r msl6- 9MG- MR -111 eRF26-1 Ma -sl 4'-4°. PRECAST152 / 965 IM1762 IM I 1362 3056 7056 3751 3761 446 4449 6110 5140 4'-6' (54') P11ECA5T 607 007 1804 1601 2271 2172 20D 2679 1 3007 3W 4775 4279 4947 4%3 5'-8' (60' PRECAST e7b 1 1767 2ue 1954 3761 3911 975 1298 1797 nu 2154 mu nit 5'-10'(701 PRECJ47 655 1207M 1740M Mr 2773 f, MS 2788 t 655 1233 1716 1 2159 1 V73 3AII 1109 d-8' (80') KwAg 510 Wit 1128 t0eo I 1530 IM law 14L 1429 2670 an 3729 329 7'-6' (90'' PRflAST 606 742 096 1350 ' 1705 11a R65 1100 2166 7517 2007 2068 LSO 9'-6' (I 16r) PRECAST 399 • 460 as I2Y2 159 199 2100 399 510 1011 13M 01 1 1016 2.131 I,1:1 C•34,i.4 i i51: YYAryG( i;tCAST—CRETE 8" LINTEL FABRICATION DETAILS r.«Ialr=c6a la:a lcilrrir'livillar raveadrri9znAli i.•iG1; 'fv7.U:7:v v t,. ' `w'11.• :, :c_'iG'': r ra rrria:7 Ir;rae jm; .r`zy x r.... , •,' , . :;:. - . , :., IaSB71;p!r d':r:1 Gi 7WAW TJ .... b ;_: •, II, .M:[r1aa79ilfaai'I 411rL' f.Y1YYa GI _ _ _ b THE NLQ48ERS IN PAMOHM ARE PERCOTT REDUCRONS FOR GRADE 40 FIELD ADDED RESM SEE l;FFM NOTE NO. 4 nVE DESICNAiION f fRIL01Ce 4RGR / V . USglli9 wMarJ a RH 8F16 --16/)T IMINK1101M NODS 16148 N 11 M 13 r 1 -lie CtLM Maur t y' j5 R&A Ar POOL 01 d 17700. UHT! m M,fl,•,' py1 144,• o0U 0 cOmpift.0tth e Flan& Lux AM wl 1. owwwq cwc ru,oekt 0 44 swi90j.%Z e4Z.2 f«a+aa4ii m rtoK6. 07"'- 7" A f . Jrs, CFiAIfTPARRR40 Cmm• v Rl 1ERM R 53564 I,1:1 C•34,i.4 i i51: YYAryG( i;tCAST—CRETE 8" LINTEL FABRICATION DETAILS r.«Ialr=c6a la:a lcilrrir'livillar raveadrri9znAli i.•iG1; 'fv7.U:7:v v t,. ' `w'11.• :, :c_'iG'': r ra rrria:7 Ir;rae jm; .r`zy x r.... , •,' , . :;:. - . , :., IaSB71;p!r d':r:1 Gi 7WAW TJ .... b ;_: •, II, .M:[r1aa79ilfaai'I 411rL' f.Y1YYa GI _ _ _ M IAM I•DADE MIAMI -DADS COUNTY emaw PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.wiamidade joyJeconomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4'1,611 & 12" Nigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIA !•DAnEGOUNTY l( Expiration Date: 09/11/2018 Approval Date: 09/28/2017 8`Z6/7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, lifted "Precast and Prestressed Lintel Details", sheet 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled Cast -Crete 4", 61" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Syslem Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TES'T'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERLAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. d. dLt elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11!2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.4-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06/12/14, all prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. B. TESTS 1. None. C, CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory mrd Economic Resources (RM. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08/08/17, signed & sealed by Craig Parrino, P.E. Helmy A.1dakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS MIMI lI I I llDAil LYfWCANLAJtWIQ qf dffEilL CJ I. ' 'l:i,-Vti iii: iftl.liul=!i'1•i1J, le>® r:am sr r nrsa lnr lr no rca.cr J cJr fliCrra• r&A arcarn oaiwv¢;rc au r C SiltJl '3J1.'"IJ J t:>a>.!..,ti[Jmrtliv3' [7ai'aVs:s'lr.,Jtal'JLIs>> 7GL]t liJ r:l`S:LIGQ Vt 6d rJ/.rte F'GCSiIt)fc133-Lt1t7C rrart'rr r frz s aruii lr,rvcJ.lJef e ror Itr:a s:a cJi ics.rnn rte s_,;. rrsara:n rti. :ccJ f- -Jam o¢talrlVlll-'•,. .—rt.:rr r:us:rrcJrrs;rn L7 rrc9 t iLJCii 7t rFL"JfRO[ilL".l[DCSAr]CiOifGJClIi:I fr'tJ RF:7tii1>rFl."_'.'J mCC1/Illb=':mG]!]G t t c rczs :.rroc.a=::rnc-rtuc,o Al RE ILL" rJ LL'—•": rlEaMuLm mm+ra:art>w ruryrvar crymum CmtCllfII ciL1E C LfoBaDdl.g zsrJ,auar u Jr v raJ nna efeJa nur » oarrve etrr r,opip' T ar•1r*r a s irsa nr*nrtcsarvrr reJnr* nr>,r s rarvnnr?nra ra o [i:M1',11fT; ii Yti ii.i•. u sc. rmarrrfs:ar rs sarJ>rtvfr2mn r SiFfiECSJ iJfIIGfSiV®C 4 dO Tiff UL lJiTIIT•SrL1:=::Il.$'ir'£da j am Adtq Coda al.. r.:-• :.. frd9 F.T.WN F,i:.y1='A fir -W V:.47 WrIffL•'.Llcdcyv r RfCSiETTFtt'7rt1S_'".i rtit'7r21:_.ImC.a2'tiaf7 ecJr n eier_•aatiarsul::.i=..verst::ixY r i s f.CJInm..=MIU- 1 -"a [J 1t•VL3.1rr C'a QsrFryartaLcrrravrssrcarzUfa • ry 7_„ •• fFCi[rZ7mrJ11L^J rF9S7rJL"L"rF IZ'9 ries+rie l.a,c..ac..rs.:e•n a n+e.,c+nnrera frill [2Sr 7Q0rE1SJmGfAfF.::R LfCJ rir_.+ra'+ravrran.f7rlr., rar•+c amcrnrr fi'CY[.Si7[7f,rFl:i'_`li Arllif :: rFaIrfG'Ja C irtii riS'i[l:J[Ft'r1211L^dOCSi rL'O 0324CR579 UI.• Fl. 3M 196601 FL-PE-UC-No.447,%- rr,rr+ r ra PRECAST A[srHaaq;,e ux iti-tiH; CA`ST" RCE I E Ir77 l GENM NMf 0 ue k>z coq rsa 3000 Od pq fM egnpb rmi• . 1 evr ASgI C10 •iIF aiii s Aft FsoF~ 40cm0, u e 3 2) N ab bod takla bad a dd:mm 4 bob mdotl bell Mtn maotb. f 10L pSq I bbtao0143dI/3 bdtn xv+t 3) Psdda M Mune bd oAd bW joints. 4) Ib omba In pderddmhrabrohac Elfiedo Itr PUNAl "*CUM fape6bwo i> 1fI •h 121 (Ay 1 lUepO 5) Al f•tolo mute %cad dollrMflDOtYbGub ®e, VI10 Mkdkb . CCoodo SOX" Ib Finis. BOIM A) Slum fid 59* a .whd. 1) 4' ddd mhb to to WWA •/ 4' SMDW o EadmaW ad W 600" WQWL e) •od/a/Wmci dam oa• bpatd aat Ombpe tm w a W Wm p) ( e bopoNYomymei mum emma 4W di% Imm d d-om rsofs100160 fan d oygara 12) 11 It If 00 riEf.' s gaM s -I :• bN ad9a It 00 .* m M Ib ododr aafow b. mpa e codq of dmb1NmVdU-4-rhMeW O. 14) .==:r.,twit ..ual id Ib f•Oef •a+ kpyl "Coen 1"d + ApIkA wheat ee•A S 10 Sdo t•+0ad b•1 Sef lend 15) Far mk= b Odd hd0b cat dam woo ode bod fmm ooA lam UW Ben Ip) Fbr Odd Nrgtb mt rt» tim ab bW Bom oat bgal WA oMa I» Sdo bob as apothpow dmw* bo& 10) Sd• boll bod m mbW lobo rib& por )a aM mad AO 31L b) arced W anb (AbCYQ a6ao 914 Gdddd Sa dmfd 1iino LMSFESAFEIATFMI GRAVITY TA B FOR LW RAWWC @S+Ygir REBIFORCEOO CUU (RQW) 1180 FIAT OOUriSE 15MMFOR 6'LKW 2) 1/Y C[R TdP Lnj L a 15 REBAR FOR 12' UNIUS C140 of GR60 SAFE LOADS FOR 4'r SOLID LINTELS ICA -f -44"m GRAVITY TYPE LENGTH 4S8 Y-6' (427 PRECAST 1180 4'-0' (487 PRECAST 959 4'-6' (547 PRECAST 789 5'-10'(707 PRECAST 460 6'-6' (787 PRECAST 360 T-6' (907 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6' (1267 PRECAST 116 12U8 Casr i+<rn UPLIFT LATERAL TYPE4S8LENGTH 4S8 3'-6' (427 PRE= 687 371 4'-0' (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10' (70' PRECAST 407 148 6'-6' (78) PRECAST 388 118 7'-6' (907 PRECAST 1 280 t 87 9'-4' (1127 PRECAST 187 1 55 10'-6'(1267 PRECAST 152 43 121`8 121`12 121`16 10) t1A . 1W Rated '' 'r , • *'-•r :; ,;'- .s• .-' 11) !albs " •ddol %be le b burled at W Worm of Ib ba mAb. ' ; ice • %.•., '•! ti •t' a,iiaa ' tt`• L ttis.a. r PRO13=11 ASeo 8U8 81`8 61`12 61`18=''•••:': r,oemWYh10with the FTocldt y!`',1: • , v • Ano Q IZI. / 8 %.`•• tiy' `' i s TYPE DESIGNATIDN '• . .,' i% •. r IYa avJ/o amm t 1 : J•'a•T 't ': ;. ,^.''•_ - r •'•• r. W. 1 dmt vleO N ";1'•1•.}1.3'; 1''} 121`16-26/2T ' ; << Y; .';;;."- t •1•K; ; am•l m7aJ J L.osare . :'' Y'. . T :•r"ie jl 1 f-/. INAm aemNT01 :. , •.• Ila p {e}e®fat rr ud 5 • '`, '•. Y'.r 7..,. !S(fj 1 pyim tad'mlw a .1•h:;,f'.. 'jyt•.•:• am 1 • • • • • i 4S8 .aG . •. y {': ' ;, •,;: ., ly ';• 12F28 121`24 121`20 am bd,tten. ::, . PROOUcrREtrratDo '':4r to p) IOOarmamma M iY® `y, S S:• 4:: 7 •* Q' 7t : D m'^p13ie KiOr eN Flom. 1 I e • ( lU"' • • • • 7° ' ST I : CRAIG PARRiNO A No - o o • j p P.t hatlea Oslo e Ir Nolm VlmN RIO. . . 8324 CA 579 1\ - 6F32 6F28 6F24 6F20 O,S'S;AL G`..•SEFFNER 35584 ad, empsuc, 44756 air WAE CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES A[ IURC omui•14 mm pr am 1mm SWE: JR'4Ltib1 OWC s ! mo a: 3/10 m - !Ca Ro, 4014 C4:0l.lp. ualt SIS i W s c— SAFE GRAVITY LOADS FOR 8" PRECAST U -LINTELS Cws>n w6h SAFPL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 60LENGTH 6F8-18 6F12 -t 61`16-1 6f20-16 6F74-16 6128-1 6f32-18 S-6- (421 PRECAST 2332 2676 2 5050 1 6146 7227 8297 1 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 1 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 (10 9'-4' (1121 PRECAST 584 660 iO56 1523 2084 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1381 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4-(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(1681 PRECAST 351 392 505 835 1087 1373 1 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 985 1198 1437 THE NUY8E1tS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RM SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS MO a- 00Cf'AMT I IJ I"TCI C C,,,all" SAFPL LOAD TYPE LENGTH 8U8 SFS RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 V-10'(707 PRECAST 300 350 198 V-6' (781 PRECAST 263 496 157 T-6' (90i PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 ll' -4-(131r) PRECAST 139 311 49 I2'-0'(144' PRECAST 131 277 44 13'-4'(161f) PRECAST 1`17 223 35 14'-#'(16n PRECAST 111 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 y SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS 4MI1.4"llN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6fS-IT GF12-111 6116-17 6110 -IT 6124 -If 6F28 -IT 6F32 -1T 3'-6- (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4563 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(70' PRECAST 831 1222 1 1500 1979 2357 2736 3114 V-6' (767 PRECAST 723 1097 1437.1 1777 2117 2457 2797 7'-6' (901 PRECAST 648 09 86304 1249 Iwo 1640 44 2135 m 2431 Id 9'-4- (112) PRECAST 575 571 980 tm 1252 149201 1732t. 1972 10'-6'(1281 PRECAST 514 1 462(m 787 a 1121 1,M 1551 1766 11'-4'(1367 PRECAST 474 404 885 985 1213J 1442 1645 12'-O'(1441 PRECAST454 367 ro 819 888 1093 1299 1506 IS -4'(160') PRECAST 402 308 516 738 906 1076 1247 14'-0'(1681 PRECAST 366 285 475 677 632 989 1145 17'-4'(2081 PRECAST 253 208 338 476 585 693 80.1 p) THE NUId8ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 s PA,Pg''' E NV 44 T. PR0DlICT75VL4En to ax"OY&M %v714 Om FLOW Build! Choy Amyanee No _ 0 2/,/8 GT nD]k / 8 Oy F1la dD aCLww FRODUCTRgVISBO Bwfdl41„Nf"W IM Fkdda 4".fluvws No - 0 03.oj by • • G . 6924 CR S79 SEE GENERAL NOTES - SHEET 1 OF 3 5 FLAIR FL 93584 FL.P.E.MNO.44768 mlltyl amm REVISION --.. AQLM o. a-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES J, F w ,'.... IA[ YA4m ofsvfL-u aualx 4n lawl yteulo sul, xls ou6 3/24163 CKC0 m CM PAAIOIO. M - FM 163. NT7i oMWNGiN0. L14$12 IM 2 Of 3 r -- SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS 4}1RS1F AfTB 1295 136921258ZW SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US t2RI-20 IVII-211116- 12T2a29ITI24•281u28-2912:3248 S-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14436 4'-0' (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 14436 4'-6' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10"(707 PRECAST 1612 2320 3218 5234 8487 11060 12155 1"" 8'-6' (187 PRECAST 1383 1986 2679 4196 16421 10032 112755 1M 7'-6" (907 PRECAST 1136 1628 2131 3218 4676 6756 9763 1352Q V-4' (1127 PRECAST 795 1216 1535 2230 3083 4187 5593 755 10'-8'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 II' -4'(1387 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-O'(1441 PRECAST 456 678 1073 1513 2020 2617 3333 4206 13'-4'(1807 PRECAST 359 767 926 1284 1 1709 2188 2743 3109 14'-0'(168') PRECAST 321 7200 865 1204 1584 2017 2451 3106 17'-4'(2087 PRECAST NJL 4510 631 881 1111 1428D 1750 2102 19',4'(2327 PRECAST NR. 343 477D 700 925 1152 1 3;j 1609 n K taAMM 01 PARODIIESS AAE PEKW REDACIOILA FOR 9IOE 40 MD ADDED REMR SEF OEM 801E RD. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U -LINTELS 4 01pr4m I/ 1295 136921258ZW SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12A06 ING-28 MFIME INF14- 128718- UFT12- 111676 TIFF 4'-4' (527 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'-6" (547 PRECAST 2319 2740 5468 7584 9640 11669 13879 15679 5'-8' (687 PRECAST 1347 1841 3555 6395 9640 11669 13679 158 5'-10'(707 PRECAST 1259 1758 3361 5954 9358 11669 13679 156 6'-8' (807 PRECAST 924 1430 2633 4415 6684 i 1257:;, 1480q 7'-6' (907 PRECAST 703 1203 2157 3494 5259 7922 962 1132Q 9'--8' (1187 PRECAST 389 843 1451 2157 3203 4427 541700. 8380 LOADS iia JCL YUUM%L nvir 10 FLIP 4'-4' (527 PRECAST 1295 136921258ZW PLF AD LENGTH TYPE 12UB 12FS RCMU 3'-6' (427 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299 4'-6' (347 PRECAST 1049 3922 2417 5-10'(70' PRECAST 681 2547 155 6'-6' (780 PRECAST 579 12187 123 7'-6' (907 PRECAST 474 1 1771 914J 9'-4' (1127 PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 454, 11'-4'(1W) PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 3 13'-4'(1607 PRECAST 229 857 278 t4'-0'(1667 PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 633 16 19'-4'(2327 PRESTRESSED N.R. 534 130D JCL YUUM%L nvir 10 FLIP 4'-4' (527 PRECAST 1295 136921258ZW 4'-8', (547 PRECAST 1213 3458 2417 5'-8' (687 PRECAST 784 2236 165 5'-10'(70' PRECAST 747 2129 15526 6'-8' (807 PRECAST 602 1716 117 7'-8' (907 PRECAST 504 1438 914 9'-8' (1161 PRECAST 1 355 1 1011.L6Q91'- SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS C SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IVS-21 IVII-21 INNS -21 IN20-2112MAT N28 -2112F32-21 3'-6' (427 PRECAST 2752 4267 5613 6938 8264 9589 10915 4'-0' (487 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 6347 7365 8364 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-8' (787 PRECAST 1444 2269 2972 3675 4378 5061 5784 7'-6' (907 PRECAST 12670 1781 21 3194 3806,1417 5028 9'-4' (1127 PRECAST 1028 117 2006 2590 3007 3583 4079 10'-6"(1261 PRECAST 9200,947 1120 2281 2164 3209 3653 11'4'(1367 PRECAST 658 629 1404 1982.j 2441 2904 3384 12'-0-(1447 PRECAST 814 p 753 1269 1788 2201 2818 3032 13'-4'(1607 PRECAST 678 633 1057 1485 1826J 2169J 2513 cg 14'-0'(16(r) PRECAST 622 586 974 p 13651p 1679 1993 2309 I7r, (208' PRECAST 434 427 895 964 1182 1402 1623 19'-4'(232') PRECAST 366 3701 593 817 1002 1187 1372 0 THE RI AM RF PAMMIE S ARE fF CM RFDUCM Mt GRADE 40 FED ADDED REM SEE WVAL 901 Fol 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U4JNTELS cmw4m". SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 120641122F10- 151F14-2 128118-2 17AF22- 1YRF26-2 11RF30- 4'-4- (527 PRECAST 1626 2685 3748 4806 5867 6928 7989 4'-6' (547 PRECAST 1558 2582 3602 4623 5643 6564 7684 5'-6' (687 PRECAST 1210 2042 2650 3658 4468 5273 6081 . 5'-10'(707 PRECAST 1173 1984 t, 2769 3553 4338 5123 5908 8'-8' (807 PRECAST 10201 1536 1 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 1226 21 2776 3390 4003 1617 • 19,'78' (1167 PRECAST 703 771 11472J 2181,j2663 3145 3628 4) DIE MOM IN PAMME55 ARE KMW R0101AT4 FOR "`'' """""` ••"'- "' •- QJ', . • • • • .: , IADR106 RI FAMPM ARE FE10 f 9LOMMMS FOR wM 40 FRO A0010 I MI& SEE 4i1RRR. NOTE R0. 4 Pito G.' ENS 40 FED ADDED M311t SEE 0910AL NOIE N0. 4 c,, fS80 9'ROtx1cT91:a11s0oWE1W*,gO Ca'nO the Plelide .447 02*MlVYn4wiU10oR dde ACOeDdeoo Mo e : 71C . yt Mare Cade 1.Iioe Dey — 1;2/•18 ;,'Q:• pkv :Aemgenee No o e Eay 1B i7VVV0'1 T I 1. 63240CR5T90 em.av1X e 11i"K^•- r1 \iEfFT46R,4a1 93584 EbW SEE GENERAL NOTES -SHEET 1 OF 3 A,of, .1EF. 4' k. P.E'1BT:,D10.pIPm Us LIE&M* or , -MCAST—CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLEScors1 19/W16 — Mgum maw -u aAare m toxw AJINAW DeuE wlstY "' DUE, s ) GRQ[0 m N1M M U41: SM1 S DP 7 MIAMFDADE NtIAMI-DADE COUNTY L%= PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwtiv.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AIU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. COUNTY on D No. 17-0821.19 MIAMMADE Expiration Date: 05/21/2022 Oq /ZglZe / Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06/07/96, revision #1 dated 11/08/96, sheet i of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06/07/97, revision 94 dated 04/28/98, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Allill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 084-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-082I.19 Expiration Date: 05/ZI/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manical for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMIT'T'ED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc:. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8n Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliami-Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculationsfor High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. kzl A , Ode* A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-08Z1.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 TYPE 'A• STIRRUPS t 7[32"p RAR M1 STIRRUPS 6 1 4- B U 1r 6rL mr •r Yq AL •1,, {Qlll NA •r wmn ,- j rMCAV UNM R[mFORCIMO CAFE FANNLiION YODEL? A Pear MW 0/7 ma m. rrieRl v ,• am 1 5 C 12z7.IS // I --••/ PRPRIRmrO mam R ipimm N° N.OF /Ammoom YODEL I' pp,;'''];;YM CI jZ17 / r' 7 1 ,7711q ,,-'j tY.il [LR i 1, Y.Yii1- _ 7qmR11 'll;l l.:{{:L11 A T- RErF HIGH STRENGTH PRECAST AND LINTELS i 1 PRESTRESSED CONCRETE PIIODUCr Rwfdi*IDPRODUCTRIiVISW.fl a comptyiog w411 lb. FlorWa a oaft hnldl iii e s a ca rEsatiPet• UMERMOUFF"ucsav is a rrz ary Uarlaauar:xa illEfi?1[f33a/©t! 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A Pear MW 0/7 ma m. rrieRl v ,• am 1 5 C 12z7.IS // I --••/ PRPRIRmrO mam R ipimm N° N.OF /Ammoom YODEL I' pp,;'''];;YM CI jZ17 / r' 7 1 ,7711q ,,-'j tY.il [LR i 1, Y.Yii1- _ 7qmR11 'll;l l.:{{:L11II•;A al_11•!<Y7 iRlili•,1 loll:'Yt l:{t ul,at cMs::a¢r sa'.E xMi[7F1®rM®DEIL 1®C!t! iii e s a ca rEsatiPet• UMERMOUFF"ucsav is a rrz ary Uarlaauar:xa illEfi?1[f33a/©t! 6rCSrVIIIMWMVT" maimi maitliamouU— 0 laraCiuLLMf21,FJfl it°LLS•ILIIlJf a7Eft/c LTlO ii VcT_G1.7ti]G[>afG11 0 []Cii6 ff-,-rmatalfk L" VA T-11 LL]Cifaaa f Msam®m llL1C1a:f1111•ittt;i:VF]C1i!/!t!JE7C aV41t<>• Q©Orrc),1, 7m[ER1E:lr.7O 1ai7[LTr1SaaJLlaf> rFGI rye's U" m== n ar_f ave rsaa Ma r:s amaa rlcsa . Kmmin2LrAa,ar M FWAIVET.LT'.71YQJ E GrF R1mfL.`]fQ,RiFL'_i[a',a©C1 c - OFL'a4:'19mCi/ffi iil frit'sl[TEi t:i rl'-[IIZ,i1:1Si^m F1Sia iFiC']a.!':it'd[r16lln/_31iLL1lr1C3fF1GZ1z f l ° ; a_ { : : : • iLIZ'9[1fE[C>If e'[Fi iir^T'_Sli iELTifFJC'1 7 , . mcyf l a:ar;:r-.>_:.Tre r.[aoiva rt,u,..ti.:s.;w r ;, . k=rt . kr L ii•i r•li. il izu:t:l t•a: c'ov:t arJro tmit atu:ar:L:.:dn';a>"r 11 r3ar•f•a: • 1 • -• . / rlc ttrzaats+•.*.•1riaLarca.iR.Ybr,Vc:L::iit••inna • ,. i `r= -.•.r_ CA":ri[=lIL•L• t7"r:ir:.J"ITI ILIA'•:LAMMEMa tSur auafctiart pl'imEnI.;a«•t r,srsar m¢1.rT enrsr:.r,Qr,•r e rclr • oarrca[Icsr f usuurs,.1.,T,vz^,irt.`.^r anrT •ll •'{tom I•aC aNitly:o:aa la::il:iilr.i:!:a l.l t+•ivt4:r t; Ill l iltliarrlg2 A'i RYIaR:IVL1El1 s a.)_II1'F/ll f •"J°i lT; li gl;p'I_tl:ir!'7CIIlIi1Di71:7f aZ.1JIP:'-Yi/1f4 '.iC;``J i,r_ y;.' 1'"' F'c.nL'I?,. a. n=M•. !.. t SAFE LATERAL LOADS FOR anl:c i2cavrry t nena rm S• PRECAST L PRESTRESSED U4JNTELS r ORWAST L PRESTRESSED U4JNTEL6 SAFE UPLIFT LOADS FOR V PRECAST& PRESTRESSED U4 lN1ELS 14-10 -NW SAFE AD LFSAFELOAD- POUNDS PER UNEARFOOT TYPE 83 1111-0 OF12-0e IFIG-00 ff70-06 1124-00 1126-0/ SM -OBLENGTH 1598 as -is ar12-is ac16.ae erto-u a14 -1e Uts-18 &M-16 3'-8' (427 PRECAST 2231 3061 3099 3711 4605 0183 810 8107 7547 MR 6074 1202 MM 10161 11600 4 -0- ({67 PRECAST 1766 2561 1197 ml 495 am 6113 4740 7567 seal 074 7031 1034 alai IM L-0' (S47 • PNECI6T 1508 1100 2169 2110 4375 2031 1113 3753 759 oi 4519 0672 640 10704 6724 11609 5'-4'647 PREM 1217 1342 tau 1476 3990 1909 913 2m 73q 3623 7342 3600 6737 420 la 5'-10- 7 'PRECAST 1062 1107 1451 1173 202 1631 4300 2090 O 2541 3006 71ST 3970 6318 6'-6• (167 PRECAST 906 r1A 1233 21 2177 AN 3071 561 3707 ilio 007 bon 0615 r-6' (707 PRECAST 743 1011 1011 1721 1 Zea 2601 2203 3193 2691 6611 3111 1411 3161 44R 9'-4' (1127 PRECAST 551 Aat 702 1110 1243 1615 1013 2384 2164 Nel 3485 7916 3072 0]i0 id -6'(1267 PRECIST 475 4711 643 I= 1247 15M 2923 2023 2126 2781 2163 teb 4734 17'-4•(1367 PRECAST 362uz 532 39 145 1700 1 I3ae 1141 ISIS YID 240 3117 3111 4011 4000 FRECAST 337 5I° 510 873 1 073 1264 1254 1664 1664 2193 2113 2607 1 2607 3760 35s: 13-4. 1 1'RECISf107 296 471 OI 79 767 1073 1675 1426 1410 1616 1373 2316 2310 nu 266 1C-0' I PRECAST 277 474 442 707 701 on 1002 196 1321 107 1107 2147 2127 2670 MO 14'-6'(17 PRESTIMM NR. 6R 454 R1 M 6R 1370 911 1901 M 2245 711 2517 01 Vill 16'--4'(1647 PM=ES5ED Hit Il 111 61 12M Of IAA Rll 2050 HR 2m NA 2313 17'-0(2037 PRESTRESSW NJL OR it Iso me R3 1609 rol Iew ru 2074 19'-4'(2327 PRESIRESSM N.R. 9912320 223tNR 750 In 189 NR I= Ml 1511 t/1 016 21'-4"(2567 PRESMESSE6 N.R. sox 616 E754 11114 UN IY8 PRESTRESSEO HRtR 350 ION 1709 33KR IA7 PRFSIRF55ED NR. fs IA 961 9NR15001111092120 plil R41GSAFEAD LF SPE LENGTH 8U8 I 6F8 I RGAU 3'-6' (427' PRECAST 1025 1024 1598 4'-0' (487 PRECAST 765 763 1309 4'-6' (547 PRECAST 592 591 1073 5'-4' (647 PRECAST 411 411 745 9'-10'(707 PRECAST 340 339 616 6'-6' (787 PRECL4T 507 721 490 7'-6' (90) PRM41 424 634 363 9'-4' (1127 PRECAST 326 • 512 230 10-$(126) PREOW 264 401 180 PRECAST 260 452 154 12'-0'(1447 PRECAST 244 402 137 13'-4' (1507 PRECAST 217 324 110 14'-T(1601 PRECAST 205 293 100 14'-e(1767PRESTR S0 N.R. 2$4 91 15'-4(184') PRESTRESSED N.R. 259 83 174(208) PRESTRESSED N.R. 194 64 17-4'(2327 PRESTRESM N.R. 148 52 21'-4'(2567 PRFSTRES 0 N.R. 125 42 2Y-0'(2647PRESTRLSSE0 N.R. 116 40 24'-0'(2867 PRESTRES0 N.R. 91 1 33 plil R41G SAFE LOAD -POUNDS PER LINEAR F00T TYPE aiii-rt 2-R alo-tr 1120-rr "-Ir eft/-tt eru-1T LENGTH era -2r errs I 1ne-21 1rx0-7T 1474-02 a7! -Yr aa2-2r 3'-6' 42 PRECAST 1669 1859R.—.- Aaeptm c No 4 3524 4394 434 sin 5x6.1 x 02 7991 7001 0' (187 PRECAST 30.1 1363 am 3010 3115 Sale 0 4115 63x9 6079 6079 4-8' (547 PRMAr T I 22 1207 21177 2707 376 3376 4043 4063 4711 4711 0377 9M 5'-4 ' PRECAST 10if Iota vis 2276 n7s 211]6 JAM M95 199 a 79 4522 4522 5'-10•(707 PRECAST Sol 11S I 1517 2030 593 7393 3107 3620 1 4W 4111 s'-3' h67 I'RF iAST W 401 160/ I 4600 x321 23y 2710 251 3251 71 37,2 7'-6' (707 PRECAST 7 M 1 1124 Mr, 1624 2025 1 2013 24M 2620 Zea 28x7 3185 1 3226 9'-4 (1127 PRECAST 851 501 7011 as I W 1316 1474 1 166 916 11161 z 2 Mid 2619 td -6"(1267 PREI'AST W 90 611 as 910 Ileo Ilea Ion 1461 179 a. 1736 209 2011 2349 11'-4(1367 PRECAST 744 491 Sot 000 m2gal tall tan 1x74 1110 ad 1St] 111150 175 2107 12'-0' 144 PRECAST7 4711 470 49 390 124 940 VJ AIN ISm 11 1560a I369 1e1 1585 2075 13 ' 1 PRECAST 418a 411. 380 to 400 607 ui Tao fill 785 119 9N 1415 1143 IGwm 13N 1607 14'-0'{1667 PRECAST 394 610 3677 425 560 1 m bi n4 1023 185 1.350 1094 1502mvll IW 10714 14!-W(1761 PRESTRESSED 233 2Q 334 ftd 395 020 id W 672 J a90 023 1 1 170 Dd 1510ad 1131 1734 15'-4'(1847 PRESTRESSED 226 230 313 365 46 Ld 616 Id 627 6 an 769 1240mi Illed 1460 1034ad 1648 17'-4'(2067 PRFSRS5SID IV 191 243 306 too 74 long bd 11 758 tA 211 m A 10'-4' 2327 PRFSIReW 102 in 279 263 445 W 42"0 ftl 447 W 547 84 s9 747 1227 21'-4'(2507 PRESTRESSED to 141 SD4 LT2 391 3u 393 d 377 e9 nl See mtm 6911 100 22-0'(2647PRESIRESSED 137 137 9912320 223 ase 379 5u In 189 540 it 853 630 991 24'-0'(2867 PRESTRESSEO 124 114 so'267 262 sox I6 492 757 tr sat 6711 j) THE NUMMIS IN PAREATHESLS ARE PERCENT R®UC M FOR GRADE 40 SEE GENERAL NOTE NO. 18 ON SH0 3 OF 3. 1111 11 FIE1D ADDED REEAR SEE 6ENNSK NOTE NO. 4 DN SAW 3 OF 3. Rtovucr C PRODUCrREVFSED o mmpiyina dth the FloddoCode Otoful6 Cwm otaata9174^8 OIOMrFb9185146 t ee r,a 0Z2'l•lg e MafOF7a1f moe t6o 37AaeptmcNo2ot426931. z 1.1ca6 uarrs - SWEET 3 OF 3 M10® Cottual In= 1110: rCItUM Muwli a .v — — Efe.GENERAL OTE NO. 4 ON SHEEP 3 OF 3. PftWULTItRYl6W 0mP -; fMOTogd. • 04. L CAAIBPARPoNO /( 69 CH579 SEFFMR R. $3604 F 7%e: ens. 1411., milli l jl ic:iv I i r4i' Ir.NCL'I4NFf•'fi ' t 1 DETAILS HCI:U1ailClwA:I;UfL9C,]I i6T/lYL I = - J'' rt:1 a e;ly;il arlticN; 9MI:T.-7:J r y lr34 ' _ 9iy91 JJd1 y7GGId r rrnly "`.' LlIr;91747717:7.\elan'/Fi[N; YIYIiLA SAFE GRAVITY LOADS FOR I' PRECAST WIZ" RECESS 0010R U -LINTELS 44— 446tiva SAFPLF AD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE Bare ao elrl earl ons -es V-6' (547 I'MIXT 0757 ai 7577 LENGTH • a" 07!-10 sera -w ar14-1 W98 -I mu -I emu -l8 sago - 4'-4' PRECAST7 1855 INS 1691 3755 3199 300 5701 4319 6037 411 4010 405 0477 7467 10157 4'-11' (54 PREF +IST 1494 1750 J94s 3199 7992 am 39M 60 4946 4010 4 0478 004 10653 5'-8' (66' PRECAST 866 Iso 1117 1770 2461 1716 4367 2277 6769 WS w 3407 7111 919 Wiled 5-10"(707 PRLTAST 1110 UN11531. two 2114 2640 3574 3xn 1740 2159 1113 2317 4242 1639 570 370 7 0706 6,-B, (8D7 PRECJLST 797 801 901 1425 1677 3120 3110 5040 5046 7747 7915 4646 9470 7359 1 7 6 (90') PRF)JIST 669 735 711'3 1490 1 2450 2457 3776 5776 6743 6743 1279 0023 1 9'-0' (11a' PRECAST 526 1 091 ITS 1$0 150 2257 229 3129 • 4091 3129 40 3146 501 1) THE NUMBERS N PARET8HES5 ARE PERWW REDUCTIONS PDR GRADE 40 FIELD ADDED REBAR. SEF GENER& NOTE NO. 4 SAFBLATERALLOADSFOR r PRECAST ltd 2" REGMS DOOR UAMTELS 40=+4-1640=+4-16 SAFPLF AD LENGTH TYPE 8RU6 8RF6 RCMU 4-41 (52' PRE= 756 757 1164 V-6' (547 I'MIXT 694 693 1073 5'-e (6a') PREGST 408 407 665 5-101(70' PRCCAST 382 381 616 6'-8' (607 PRECAST 595 788 464 Y-6' (90 PRECAST 509 674 363 9'-6' (I IV) PREDW 370 490 214 SEE CEtIEIpL NOTE 18 1GENERAL12) A! W •ddaid s! pws' h}' addu a 1M ab la m mmd" ra 6•prev Idd - 4aao w4 pe•gra W Well 1000 y 9g roaw JWO and qtr aMnm ml Yaticnh mnel wL la) tti aYtr sb d rdelT Id k4 u aleeor euwN• caea •dY alaoe Sma a m 9W d dmm. grid d •mat w a,L11 1.616•l: pI0` a •gr(• 1. di 0764 ma°i*^ 111910wUd41•dd •^dM v 1 N/ rn•Y •o b.4 1 Y. •r 4e tateadeiurl Yw16AMloWd• 2101n &Wim A261 C70 rile H or i t IA 2) 03••b bd M.1 m mgNrym { ru! 4 id yy 16) r r rfmbtlW m•° 606 atM0` mtdm W. bW JIMbW AIMFasafYab{a6 f 23 Y 1119! bl6 6 kayt, M a tR 16 rd am b.eea at Omaa ia. mb lad bn and b"ar trop dm 3) RA10 be 9^U( ld m br 1" 17) 344 left a..Vdml.•d dmtk lata 4) T• mads b p w&bb IVe.la M pataA rWcOrm 4.r p^aa 40 so ow J aac. Ip S•I• I..b Eixi •n r•Ibad d.dp• • Pr Ip 070 •mi M 311 y _ 7 ISf wd.e0aa NR 1 PC °i y •y aa h a aaror4• ad °• 4777 Or Odd Aa •bld. u N Iagh std a d Of6 1T-1' tai leogN meap "t000Cr KM4EV,0 V. b be0 d • r Or fYbM htahpm o tEa i•1mtd+ 10 9•r• am Oddh o rwd*L 5 Aompmxe Rb i -o 2: • 7) am TI riw nos b 4WbW for bro 1s rdmm. 9471 atl*Woomfdyxwd. dcmmsy a4UwOt salai•d Cavalmmsmllad !usdFaa•j eobt°1 rmm 4 wp. 10) AIL - ad add 10 NJ. 601 diel rdw to k boli • le. bdlmm d 14 bw m.Al 1• 17P, SEE SAFE LAM IAA PoRII mrroot tO yNp( tAVLam- FOR FIAI COl1ASE 0 orIBM SAFE UPLIFT LOADS FOR B" PRECAST WI 2" RECESS DOOR U•LINTELS 4-CS"10"am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 10-1 gn4-1 eerie -I elan-tt eer7e- AW30-rt LENGTH MIT mrle->? 4MO- W14-21 ane -z mn- aerie- O" -a 4'-4'.(521 PRE>AST eos 1570 t6M s36z 4b2 3os6 J93e 5751 3571 4446 440 ONO 5146 4,-6• (54' ppEiA1T 667 6w 104 1404 27]2 mz 7939 y 3607 3607 VS 4D5 490 4N7 V -e (68") PREGIR 076 I 1797 1320 2eN 3762 3911 as 1169 1797 nn 2654 Mm 3911 5-10'(70' PREGIST ass 4107 1746 UN 2773 37De 2799 637 IM 1740 2159 277) 0 279 6 -B' (80') PREiAiT 570 370 82P a6D 1 1630 1900 1960 1410 1429 1679 2676 3720 mn 7'-6' (907 Raw 506 600 742 094 1361 1364 1 x765 1146 1I66 2667 2567 2666 2158 9'-6' (1161 PRO= 395. as 466 Seo eN ton 1211 ISM 151 17101 1 101e 9180 1331 j) THE MRIBERS N PAREIRESIS ARE PERCENT REDIICIION•S FOR CRADE 40 FIELD ADDED RMM SEE GQlE W NOTE NO. 4 Am AM M2 um TYPE DESIGNATION rr-MMetmORart/V-1W81Eo rQ°1A w° Iqa1aaCAW 8F16-1 B/IT 1101001P 4 J ta 15 r600ucrRl7vle0u s_ 7tw CRAKlPARRNO MOM 679 6EFM R 93584 mm Aro 1-1 P C1r1J1 s •i C.R6 15 AM AT SODOM W LOOP. am pFgn PRODUCT R[iv6Sfiqmmmply4rguviaaIlacNlmrid: 7 ka90. Podll Amomm 000 rIm17000l 19191 8w°1n r600ucrRl7vle0u s_ 7tw CRAKlPARRNO MOM679 6EFM R 93584 duim lSm Pbtl7a Aaephem p1o• me Cd:17:Cdi;i r7l TiiC7:l.\i(1:IDYIfiYGI:CAST—CRETE 8" LINTEL FASRICATION DETAILS I\(f:1:11 i6f Yiia:il[IC5il6YLrl:L'I: a,t-, a:a:ra:rytrtm•,iis,-nay _in.:n CC a., ,^_. % Y"• i>;•:,c !r;,G;i:';r: r.ara.rxi;lr:,va lar n; GYLZY41 11 P., .;.\: Il ra rmr_i:rr+ rwcry 4. t n L0 CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: I &- I I (e Documented Construction Value: S 2n Job Address: 3884 CCK,n LG -v, -%f Historic District: Yes No 3 Parcel ID: Residential © Commercial Type of Work: New D Addition Alteration Repair Demo Change of Use Move Description of Work: alLxm of n, ,, 4Qr 5FZ. c* -L( RI-o:A-;g;, Plan Review Phone: Name I 1 ced1S t fog , low (c1 Title: Fax: Email: Property Owner Information Phone: Street: Resident of property?: City, State Zip: Contractor Information Name ( l int, Int twt,l t tnc. Phone: --12-74— Z 43 ` Street: 9`401 8 h c_ . rY,o-f1 I21i Fax: (40-4 - L, ( 0 City, State Zip: State License No.: C%1- Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc 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: P 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 found in the public records of this county, and there may be additional permits required from other governmental entities such as wa management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ irements 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 requh in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val 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 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 of Contractor/Agcnt Date Print Contractor/Agent's Name Sigalfuh of No -State of Florida Date PAT SIISI MY COP WCSSION It FF 120904 EXPIRES: August 25,018 ewod7twHo1aryPubxunde sn I Owner/Agent is Personally Known to Me or C .... errs 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: of New Construction: Electric - # of Amps Plumbing - # of Fixtu Flood Zone: Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: WASTE WATER: Permit Application 9701 Bachman Road Established 1973 9507 Slate Road 52 1123 Miller Road .. II..,, Hudson, FL 34669 Valrico, FL 33594 ! Orlando, FL 32824 I vnrense # www.R.11(lelly.comED407-855.2636 Stale Ucense S CF•CO203 727-863.5486 1813.661.0707 R.J. Ki ELTY Page: 1 OF Proposal No. 717-13532 PLUMBING • HEATING - COOLING Proposal Date: 7/2612017 Prepared For: Starlight Homes Florlda, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: HavAtinT- 1769 (til, k.liti Ci Lake Mary FL 32746 e In accordance with specifications below for the Sum of: $5,925.00 We Propose hereby to furnish material and labor • complet Payment to be made as follows: 40% Rough In 300/6 Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specilled. All work to be completed In a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra cost will bo ed only upon written orders, and wI1I become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents s beyond our control. Ovmer to any Ore tornado. andothernecessary Insurance. Our workers aro covejud by worker's compensation insur V`. AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA We hereby submit spec) ions and estimates for: Master Bath Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome ValveIShower 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lov By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Sterling Accord 6040 71140120 White With Walls And Moen Chateau TO 53 Chrome Valve1Tub I Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Une With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer 8 Water Only (Slab Backtilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sevier Allowance; Additional $12 per toot 49 Water Allowance; Additional $3 per fool Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Thaboveprices. specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will DB madeoutlinedabove. I agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 1/20/6 will be added after days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED:3 Uh - 1 r + 1 f k Q DATE OF ACCEPTANCE 6 PAGE Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 w Building & Fire Prevention Division PERMIT Application No: JS Documented Construction Value: $ 51,000 APPLICATION I,- //(a/ Job Address: 3884 Loon Lane Historic District: Yes[]No Parcel ID: 17-20-31-502-0000-0970 Residential ] Commercial Type of Work: New[Z] AdditionD Alteration[] Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Phone: 407-630-0119 Fax. Name Starlight Homes FL LLC. Street: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs phone. 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip. Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 State License No.: EC 13008106 Bonding Company: Address: n/a 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: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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. it submittal. A copy of the d contract is The City of Sanford requires viewpayrnent harge ala revwilltew fee at he considered the estime time of atedd construction value of the job atthe time of submittal in order to calculate a plan review g The actual construction value will be figured based charges figured off the execut d Table effect exceed the ponthecurrentICCValuationactualcon struction value, accordance with local ordinance. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. signature of Owner/Agent Date Priot Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID i3- c.ol, 1 T' Q signature of contractor/Agent Date i t'cncaor Gibbs Print Contractor/Agent's Name sV g_U_o of Florida atesi Np M Contractor/Agent is k 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: Mn. Occupancy Load: # of Stories: New,Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: zONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised. January 1, 2018 CITY OF SkNFORD F IRE 1)Fi'A11T&,Iii'tN'T Building & Fire Prevention Division PERMIT APPLICATION Application No: I k - aco -)--y Documented Construction Value: $ 51,000 Job Address.. 3884 Loon Lane Historic District: Yes No Parcel ID: 17-20-31-502-0000-0970 Residential[7] Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Temp power pole Plan Review Contact Person: Brandon Gibbs Tide: Director Phone: 407-630-0119 Fax• Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fag: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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, beaters, 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: 61 Edition (2017) Florida Building Code Revised: January 1, 2019 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Due Print Owner/Agent's Name Signature of Notary -State of Florida Date W / Sigoaturc of Comnctor/Agrnt s nc o, Gi s c Print Contractor/Ageat's Name P dbKL sn uu/ t 9 Si ature of No sta lotida M Owner/Agent is Personally Known to Me or Contractor/Agent is —X 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: Occupancy Use: Total Sq Ft of Bldg: 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: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: i1 vised: January 1, 2018 Pcmtit Application SXY OF NPORD Building & Fire Prevention Division FIRE DEPARTMENT T -Pole Permit Card ttt! PERMIT NO. 3 ISSUE DATE: t - / • ' CONTRACTOR: JOB ADDRESS: 348 4 TYPE OF WORK: r Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All T -Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC APPROVED IT -POLE FINAL 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. 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 FBC105.3.3 REVISED: 4-17 Inspection Line: 407,792.6069 or $55.541.2112 CITY OF S,tkNFORD rllir ur:l r ltrr t:`i Job Address: 3884 Loon Lane Q' Building & Fire Prevention Division PERMIT APPLICATION O Application No: Documented Construction Value: S 51,000 Historic District: Yes[]No ./[] Parcel ID: 17-20-31-502-0000-0970 Residentialw] Commercial Type of Work: New o Addition[] Alteration[] Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: ulrector Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Name Street: 1064 Greenwood Blvd., Ste 124 Resident of property? . 0 City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: Starlight Homes FL LLC Property Owner Information 407-708-0163Phone: City, State Zip. Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 State License No.. EC13008106 Bonding Company: Address: n/a 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 1053 Shalt be inscribed with the date of application and the code in effect as of that date: 6t6 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application kOCP 6 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. y of the The City of Sanford requires payment of a plenVreview e considered the estimated co truction ale of the job atthe contract of submittal, in order to calculate a plan review charge and The actual construction value will be figured based on the current I lcontract exceed the permit eactualconstructionvalue, accordance with local ordinance. Should calculated charges figured off the executed credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing of construction matin and is accurzoninate and tthat all work Will be done in compliance with all applicable laws regulatingn Signature of Own r/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Dau Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Ageot Date` c.r`caun GibhS Print Contractor/Agent's Name a Signature of No of Florida ate Contractor/Agent is X personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 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: UTILI'T'IES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Pcrnut Application Revised: January 1, 2018 PCP z R PCP PRM=Peimonent Ref. Monum WYNDHAM PRESERVE is LOT 97 amW N SPECIFIC PURPOSE SURVEY0 w ` ' a FORMBOARD) v g 'g m ty 50.0 e.0 a a W PROPOSED STORY RESIDENCE ^. ^ LOT 97 Q AC®-Reclolrnsd Woter Motor Oev. -Elevation 3884 LOON LANE N N AREA = I Conc.-Concrete U t- g 7,974 S.F. +/- : m Telephone Box SW -Sidewalk I 9.3 198) OPHELIA C Ulitily Poie W i ^ ELEVATION - T 8.0 n25.3' GTI -Grote Top Inlet t t.3 GARAGE -LEFT m 0 Cuy Anchor I FORMBOARD o OU--O%rheod Utilities PVC Polyvinyl Chloride WYNDHAM PRESERVE i o& U LOT 97 ON* -Electric Hondhole D.U.E.-DroInO e/Utlllty Easement PB 81, PG 93) PCP z R PCP BUICLDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. S Reported PRM=Peimonent Ref. Monum I o i LOT 98 1 Nag '43'03T_ 128.61' PD PCP-Permonenl Control Pain 0 -Description FP&L -Florida Power dr Light P -Plot FFE -nnish Floor Elevation 27.3' V - - v O -Water Meter 50.0 e.0 P.B.-Plot Book 0' -Fin Hydrant PROPOSED STORY RESIDENCE ^. ^ LOT 97 Q AC®-Reclolrnsd Woter Motor Oev. -Elevation 3884 LOON LANE N N AREA = I Conc.-Concrete ob t- g 7,974 S.F. +/- : m Telephone Box SW -Sidewalk I 9.3 198) OPHELIA FIFE -Fina hod Floor Elevation Ulitily Poie W i ^ ELEVATION - T 8.0 n25.3' GTI -Grote Top Inlet t t.3 GARAGE -LEFT W Cuy Anchor I FORMBOARD o OU--O%rheod Utilities PVC Polyvinyl Chloride FFE-- 26.53 N i o& U o A/C PAD ON* -Electric Hondhole D.U.E.-DroInO e/Utlllty Easement 60.0 43.3' FMGD-MAG NAIL k DISK X100 -0 -Irrigation Control Volvo P.K.-Porker Kolon Nell I' -SignSIR -Set 1/2' Iran Rod LB7768 3s 128.61 ' S89'43'0JV So SPKD-Set P.K. dr Disk L87768 Can Meter LOT 96 MR -Existing Grade I BUICLDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. S Reported PRM=Peimonent Ref. Monum R -Reported PCP-Permonenl Control Pain 0 -Description FP&L -Florida Power dr Light P -Plot FFE -nnish Floor Elevation 0. .-Deed Book O -Water Meter O.R.-Ofnciol Records Book P4 -Water Volvo P.B.-Plot Book 0' -Fin Hydrant Pg. -Pops AC®-Reclolrnsd Woter Motor Oev. -Elevation FCD--Recloimsd Water Volvo Conc.-Concrete Coble Box BP -Brick Paver Telephone Box SW -Sidewalk Electric Box FIFE -Fina hod Floor Elevation Ulitily PoieCI -Curb Inlot Jffr Guy Pols GTI -Grote Top Inlet jx-Light Pole P.U.E.-Public Utility Easement Cuy Anchor RCP -Reinforced Conc. Pipe OU--O%rheod Utilities PVC Polyvinyl Chloride m -Storm Sewer Monholo NCS No Comer Set (Falls in Water) D-Sonilory Sewer Manhole SF -Square Feet ON* -Electric Hondhole D.U.E.-DroInO e/Utlllty Easement COO Clean Out FMGD-MAG NAIL k DISK X100 -0 -Irrigation Control Volvo P.K.-Porker Kolon Nell I' -SignSIR -Set 1/2' Iran Rod LB7768 W" -Cote Water Valve SPKD-Set P.K. dr Disk L87768 Can Meter FIR -Found 1/2' Iron Rod LB7768 MR -Existing Grade FlP-Found 1/2' Iron Pipe L87768 0 -Blow -oft Volvo FPKD-Found PXNoll & Disk 1.87768 -Drainage Flow Direction FCM-Found 4'x4' Concrete 10.0 -Proposed Design Grade Building Setbacks Setbacks: Per construction plans for VYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. Front - 25' Rear is 20' Side - 7.5' SURVEYOR'S NOTES: 1. Current title Information on the subject property hod not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, walks, and other similar items shown hereon ren token from engineering plans and ore subject to survey. 3. Elevations shown hereon ore In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades dr finished floor sl rvotions shown hereon are from the construction pion for "WNDHAM PRESERVE. City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the formboords only (THIS IS NOT A BOUNDARY SURVEY) DEMENSION NOTE: Proposed building dimensions shown hereon ore of the exterior. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Mop Panel Number 12127C -0765H. in Flood Zone W DESCRIPTION: LOT 97, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey'of the hereon described property woo mode under my supervision and meete the Standards of 555 Winderley Place, Suite 109 Maitland. FL 32751 Practice set forth byothy Board of ProfessionalPr Phone: (321) 270-0440 Surveyors 8 Moppere H '- Florida Adminulrotive Statutes. code. punuon.t i 444 03A3 Fax: (813) 248-2266 Licensed Business No. 7768neiridoLB GeoPoint c` ro 0 : Surveying, Inc. Jg ea D.e Aer y orD. vWRIDA PROF691D 5UKYOR dF AD, 1.569 5 Drown: MTP Check I P.C.: Doto Fils:lblmnEmt-Plat NOT VALID ltlYr JIRD THE ORIGINAL Date: 06/21/18 Dwg:&brortad-taw? — - Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E Field Bk: — WSED S 0 A tRVEYOR AND MAPPERI e J RI -COUNTY TESTING LABORATORIES, INC. 31 S. Main St • Winter Garden, FL 34787 PROJECT NO., 407-656-9656 REPORT OF IN-PLACE DENSrrY TESTS ORDER NO: - REPORT NO: PROJECT W h? ; _, i { : s , C v ti 7 PROCTOR SPFA3 FfCATION.- CONTRA=OR S _ ' - • L REPORTED TO: OP7'IIVI J MOISTURE: °dol MAXIMiUM DRY DENSITY: LOCATION: r MATERIAL:, / •' DATE TESTED: ' LOCATION DEPPH DRY DENSITY MAX DRY DENSITY PERCHWV OF MOISTtMFI INCHES lbs. cu. R. R+s. co. ti bMX. DENSITY VEERCENT III- r,- L t . lr.)ti G 2- y -- C 4 t: r ,; CITY OF SkN ORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 19- 1 1 lD Documented Construction Value: S 4,636.00 Job Address: 3884 Loon Ln, Sanford, FL 32773 Historic District: YesEINoll Parcel ID: 17-20-31-502-0000-0970 Residential ] Commercials Type of Work: Newt Addition Alteration Repair Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pre Construction Coordinator Phone: 407-886-3729 ext 163 Fax: Email:dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Street: 1064 Greenwood Blvd, Ste 124 City, State Zip: Lake Mary, FL 32746 Name Energy Air Inc. Street: 5401 Energy Air Ct City, State Zip: Orlando, FL 32810 Phone: Resident of property? : Contractor Information Phone: 407-886-3729 Fax: 407-781-1643 State License No.: CAC1816317 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: 6i° Edition (2017) Florida Building Code Revised: January 1, 2019 Pcrmit Application i ONTICS: 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 eater 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 filnlred 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. Sibmottne of Owner/Agent Date Print Owner/Agent's Name Signature or Notary -state or Florida Date n Signature of Contractor/Agent Date r ) k Print Contractor/Agcni s Nam A _ . t,- I I 1 , r Notary Public State 01 Florida r Jessica Kline My eomntlasion GG 058387 2020Expires Owner/Agent is Personally Known to Me or Contractor/Agent is __>!L 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: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: 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: WASTE WATER: FIRE: BUILDING: lte%ised: January 1, 2018 Permit Application WORK ORDER Job #: 34660 Date: 1/25/2018 Ar 145954 Suhdivitinn I PhacP I RIA I I A I A -IL BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 10971 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3884 Loon Ln CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 13T773 Model/Bldg: 1981 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-41 Oa Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU -1 CH14NBO3000G CU -2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU -3 CU -4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Ef f iciency Efficient EAI Pulls Permit: Builder calls inspection: Yes Yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper ZD1 Y81somo17 Qty 1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 15 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: Task - Description Hours Cost 03 -Fabrication Labor 2.20 27.72 Rou hin 2,283.00 04 -Installation Labor 24.63 369.45 06 -Piping Labor 7.00 119.00 Trim 2,283.00 14 -Kitchen Vent Trim 02-Material/Tax 1,162.71 01-Equipment/Tax 1,339.77 Permit 70.00 09-Permit/Other 80.00 011 -Delivery Labor 1.30 16.38 20 -Pull Material Labor 2.60 32.75 Total Contract: 4,636.00 2.50 42.50I2 -Startup Labor TopBuild Home Services Inc. - Performance Testing Certification / P r 9 TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Property Owner: Permit Date/No.: IECC Version: PrODerty Address: Subdivision: Wyndham Preserve Ln, Sanford, FL 32771 2009 IECC (Sec. 402.4.2.1— Testing Air Leakage) Blower Door Test Measured Air Leakage: 1503 CFM @50Pa Air Infiltration: 4.89 Confirmed ACH 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A Total Conditioned Floor Area: 1,981 ft 2 Conditioned Volume: 18,423 ft 3 10 018 Result: PASS ACH 50 Taroet 10/29/2018 Result: N/A DL % Targets 12.00% CFA: 1,981 ft2 Result: N/A DL % Targets N/A N/A Result: N/A DL % Targets N/A N/A Digitally signed by Dave Revelle Date: 2018.10.29 18.31:35 EDT Rater Of Record:L)wu CN=Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, OU, EMAILADDRESS=dave.revelle 10/29/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. 0011!T OQ Sincerely, p Dave Revelle O `O Cell: (386) 681-7452 dave.revelleQtopbuild.com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 /Y0. 98.089 A This roan was penxared Atm EFL Pmjod Mangper, properly of TopBuild Home Servfoes, Inc. , CCgEO1TAT101% P655E1 SITE ID: 394855 LOT: 97 BLOCK HOUSE: 3884 STREET: LOON LN CITY: SANFORD STATE: FL ZIP. 32771 COUNTY: SEMINOLE ACCOUNT&. 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 1011812017 PROGRAM: HERS1100% TESTER: EFL IECC: 2008 CLIMATE ZONE. PROPERTY OWNER: PROPERTY ADDRESS: 3894 LOON LN, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Rewt DATE: =29Q018 TEST NAME CORRECTION BUILDER RATER NEEDED VERIFIED VERIFIED WA 5.1 Attie Access Panel (ItAly gasketed and insulated X 5.2 Attic dmp4own Stair (fully pasketed and Insulated X 5.4 Recessed Ughling Fixtures (ICAT labeled and sealed to drywall) X 5.5 VMole4wu3e Fen insulated gasketed to the operdng X-- 7.3 Fresh air ventilation installed per program space X Slower Door BUILDING ORIENTATION PROGRAM CODE PROGRAM CODE VOLUME CU. VOLUME CU. 8HELL S0. SHELL SO. 270' WA 110,423 10 10 PROGRAM CODE PROGRAM CODEI PROGRAMI CODE CFM 50 CFM 50 ACH IM ACH 50 oT Shea of SW 80 AcbW Room Pressure Test Mat SQm 1 0 1 Sdmt 21 0 1 B&M 31 0 Bdrtn 4 0 MM51 0 1 Rm 1 0 Rm 21 0 1 Rm 31 0 1 Other 1 0 CO DNaclore Item Locatbrl MwRdoc4aer Name Model /1 Model 02 Model 03 Model 64 Star GudMled APPUWAW WATER HEATER GARAGE AO SMITH EMdwd LWYMG P 7 X WATER HEATER W or Of HwOwlretl LVft Must Be CFL Or LED X SYSTEM 3 Law Flow Faucet. TNMs NCI X FOUNDATION WALLS REM prowernmabM Trm"asts" X CaUSed Green Program Level Requlres Maud Inspection Metlurflral elan Item Locatbrl MwRdoc4aer Name Model /1 Model 02 Model 03 Model 64 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER NA NA SYSTEM 3 WATER HEATER NA FOUNDATION WALLS REM SYSTEM 4 WATER HEATER EXPOSED FLOOR REM NA SYSTEM FURNACE NA NA SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB03D UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER F84CNP030 PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT N OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R -VALUE REM NA NA I PROGRAMMABLE THERMOSTATS (PRIF) I I YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Ht • 4.89 CIg: 4.B9 ACH 50 Paaeela FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL s REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION s OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRIF INTERIOR % OF CFL'S PRIF INTERIOR % LED'S PRI INTERIOR % PIN -BASED PRIF EXTERIOR FIXTURES % OF CFVS PRIF EXTERIOR FIXTURES % OF LED'S PRI GARAGE FIXTURES % OF CFVS PRIF GARAGE FIXTURES % LED'S PRIF DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRI SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: Dave RavNM DATE: 701 MIll TOTAL CONDITIONED FLOOR AREA 0 1 1,981 CFA SO FT) DUCT LEAKAGE TO OUTSIDE %TARGET TOTAL DUCT LEAKAGE %TARGET 0.00% 72.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1,981 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 I58 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 74 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 3.74% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 238 (CFM25) ACTUAL CFA) ACTUAL NsN% 0.00% SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM2th TARGET 0 0 (CFMZ5) ACTUAL OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE p p SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM26) TARGET (CFM26) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM26) TARGET ME (CFM26) ACTUAL CFA) ACTUAL Standard Disclosure For home located at: Lot 97 3884 Loon Ln, Sanford, FL 32771 City: Sanford 1.X The Rater or Rater's employer is receiving a fee for providing the rating on this home. State: FL 2. XD In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. FI The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. R The Rater or Rater's employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer is in the Rater Rater Rater Rater Rater Rater Rater business of. Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET Mortgage_lndustry_National HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Rater's Printed Name Rater's Signature RESNET #: 4311088 Certification # October 29, 2018 Date EFL PM This information does not constitute any warranty of energy cost or savings. rA 4ROc X1/14 A 0....1..1... RESNET Form 0300-2 OOAOCCCGI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3884 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3884 Loon Ln (Lot 97) Jurisdiction: Cond. Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data CFM(50): 1503 ELA: 83 EgLA: 195 ACH: 4.89 SLA: .04 ACH(50) ' : 4.89 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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. Digitally signed by Dave Revelle Date: 2018.10.29 18:31:42 EDT JJw" CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDR ESS=dave. revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 10/29/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you Please feel free to contact me with any questions. 10/25/2017 394855EFL HOUSE PRESSURE FLOW 1 50 Pa 1503 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1503 ELA: 83 EgLA: 195 ACH: 4.89 SLA: .04 ACH(50) ' : 4.89 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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. Digitally signed by Dave Revelle Date: 2018.10.29 18:31:42 EDT JJw" CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDR ESS=dave. revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 10/29/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you Please feel free to contact me with any questions. 10/25/2017 394855EFL This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. 7-,1,roo 0 U--- =111d Home Services RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services P&?2-W / r -- /J? - 1161 04/05/2019 Certification Expires