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2651 Magpie Way 18-1251; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 09, 2018 BUILDING APPLICATION #: 18-10000227 BUILDING PERMIT NUMBER: 18-10000227 31 vUNITADDRESS: LOON LANE 3842 LOT 103 17-20-31-502-0000-1030TJ'4 1 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: j 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: 3842 LOON LANE / LOT 103 WYNDHAM 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 1.000 dwl unit 54.00 SCHQOLS CO-WYDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSgle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 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 OCCUPANCY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1 V 1 O Fez, eAr MAR 01 2019 CITY OF SANFORD BUILDING & FIRE PREVENTION i PERMIT APPLICATION D Application No: 5 Documented Construction Value: $ Job Address: 31y2% "or, L-,ne.. Sgn-6'A T—_ 3,'1"1 Historic District: Yes No Parcel ID: 17-20-31-502-0000- loop Wyndham Preserve Lot 1 o 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 Mengel 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: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect/Eng1neer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA 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, 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: 5ih Edition (2014) Florida Building Code Revised. June 30, 2015 W ` Permit Application S 3-LS 1W 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D 3-110-1q Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name gJ 3-co-1B Signature of N -State of Flonda Date NRY4 Shayne Mangel o, NOTARY PUBLIC STATE OF FLORIDA Co m# GG113111 Contractor/ A nl° s PiRzrMW924nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical a Mechanical R PlumbingE] Gas[] Roof Construction Type: N1g Occupancy Use: Flood Zone: k-5c Total Sq Ft of Bldg: Z.331 Min. Occupancy Load: New Construction: Electric - # of Amps WE Fire Sprinkler Permit: Yes No a # of Heads APPROVALS: ZONING: 2 UTILITIES: ENGINEERING: 11,A'<<- 3-V A% FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. L4Z. Z74 r,mp. 11( 09 I QLU*%,A5 - T-, G L 12- # of Stories: 1 Plumbing - # of Fixtures k 5- Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - r 4- ZS-1& Revised: June 30, 2015 _ _ Permit Application_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 5 Documented Construction Value: S k- 13 9 0-1 Job Address: Ilya,. t oo,r, L-ayne—, Sgn-I-ard j—L- 3,'113 Historic District: Yes No Parcel ID: 17-20-31-502-0000- o3b Wyndham Preserve Lot 1 o 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? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fag: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA - Fag: 215-646-8001 E-mail: sives@mtilhemkulp.com Bonding Company: NA Mortgage Lender: NA 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, 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundin.the public records of this county, and.there may be additional permits required from other governmental entities such as watermanagementdistricts, 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. to- \gSignatureofOmer/Agent Date Signature of Contractor/Agent Date Print 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 V 3-co 1B Signature of N -State of Flonda Date O.My4FX Shayne Mange[ o NOTARY PUBLIC Yt' C 75STATE OFFLORIDA Co m# GG113111 Contractor/Ar nt° s ffhcpiftMM?9:a4nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: & 3 -8 WASTE WATER: 1 M BUILDING: Revised: June 30, 2015 ..______• _____ _ • _ ___ _.____ _ Permit Application___ ._ _ . _ . REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 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 ELEC* •RICjAL•PE :;. '•:_ - ••<`t i-,-=;:-,<.. ., <<..;:=; •:. I(tr:;=r r J.LRIVIITi,, `''Y ':?: as :ter.,; it _:; i iit:.. :..:+14:: .iY.•._:fJ. '•'-=;.r.:Yi.. r: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG 30 Electric Rough 1000 Electric Final I I ME Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final y-xryG, .ry+, Y •V V'T' VIl1C,'Y[V,: 1VI E_CIi©''NICALaaPERiVIIT';_7;?-:,:e' n.r:• i yam! ..T, w.n. :)f' {:'.i F•:'• \' r;:.. r. i l:+i Y. .,,tiaY.S..:]:'.? :`•'.}?::: 4uY, Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final I i i REVISED: June 2014 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: 3842 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1030 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 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY 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 W 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# 18-1251 Reviewed by: Michael Cash, CFM Date: March 21, 2018 r I P I Application for Paved Driveway, Sidewalk or Walkway(2PX'VP&4%1 Including Right -of -Way Use & J 9 Y F -1 779 Landscaping in Right -of -Way www.sanfordn.gov Department of Planning 8r 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 -Way. All requested information below as well as a current survey, site plan or plat cleariy identifying the Kww whft below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Ulbeforeyoumg. 1. Project Location/Address: 3 %L}'oA Leo, t—n rtQ _ y,_F', rd rL- 52,1-7 3 2. Proposed Activity: N Driveway FX Walkway F1 Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is s mitted by: Property Signature: Print Name:. Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@stadighthomes.com Date: J —io —1 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the 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 councilpersons, 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 h an nderstand the above statement and by signing this application 1 agree to its terms. Signature: Date: 3 _La-1 V This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pro -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 r-21 - ZO 16 Date: November 2015 ROW Use Drtveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - - l 8 Project Name:t+J„,,, 'T)r,esew V Project Address: _YiLV;, Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includingattorney'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. 1 Name f Owner/Tenant Signs u Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert WHIM@ Pi N e of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # cOft &5iev-6r00j_ Print Name of El. Contractor Signature of El. Con actor El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/10/15) LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1— IS —1 b 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): The specific permit and application for work located at: 4fx-pa , T-4— Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The for oing instrument was acknowledged before me this 15 day o iY 200by Robert Willets who is personally known to me or who has produced as identification and who did (did not) take an oath. Notary 5f& Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 S,it,CE ON% Expires 6/21 /2021 Rev. 08.12) mom Notary Public - State of _ Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: Ar4%q L 'yName: Starlight Homes Florida LLC Address: 1064 Greenwood Blvd nity 124 Lake MaW. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Pom11t Number. GRA14T MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT it COMPTROLLER 12% 9090 P3 1.570 (1P3s ) CLERK'S 4 2018027809 RECORDED 03/13/2018 03:17:01 Pil Rf_CORDING FEES $1173.00 RECORDED BY rdtemN Parcel ID Number. 17-20-31-502-0000- 1030 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if avalleble) Wyndham Preserve, PB 81 Pas 93-102, Lot l03 Address: B%4-a, Loon La tn r Sar,,I . 3a,'l-1 , GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Foe Simple Title Holder Of other than owneo Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Sulte 124, Lake Mary, FL 32746 Parsons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llences Notice 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 QWMER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Und en Iti s of perjury, I declare that I have read the foregoing and that the facts stated in It are true to th b of my nowledge and belief. e> s Signature Owner's Printed Name Florida Statute 713.13(1)(g):'The owner must sign the notice or commencement and no one else may be permitted to sign In his or her stead Stets of ^ County of _-S I t 1 I The foregoinInstrume t was acknowl dged before me this day of r , by 1—Lel` Who is personally known to me tfd Name or Poison making statement OR who has produced Identification type of Identification produced: oneyne Manger c NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 C 19 0 Expires 8/21/2021 tary signature FORM R405-2017 RECORD COPY FLORIDA ENERGT'IEFFICIENCY CODE FOR BUILDINGS, O'NSTRUCTION Florida-Ddptrr'trn4el*t6f%r siness,alidhPtofessional Reg ulation`= k669(161-PMdr'mancee",'l6thod 1 Project Name: Lot 103 - 1769 TL Builder Name: Starlight Homes Street: 3842 Loon Ln Permit Office: Seminole County State, Zip: Sanford , FL , 32773 Permit Number:C Owner: Jurisdiction: USANFORDCity, SturllyhtNOmQ.s; q; Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 W b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R-30.0 1769.00 ft' 6. Conditioned floor area above grade (ft') 1769 b. WA R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 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 Heal Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASS TotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and Tlit: ST,gl, this calculation are in compliance with the Florida Energy specifications covered by this b0 ; Code. calculation indicates compliance zz- 06 with the Florida Energy Code. n,,,,; -; :.`:'i ''• PREPAR7D BY: -- Before construction is completed DATE: 7' this building will be inspected for CIL* a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp WE 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. 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 On 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 On for whole house. 1/ 17/2018 9:09 AM r EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant.Sofiware ' Page 1 of 4 r r FnRM Rdf15-91'117 i PROJECT Title i Lot 103 -1 69 TL p8ifild n l'Spe:-xr1pJRL+*- g ype: User Owner Name: of Units: 1 Builder Name: Starlight Homes Permit Office: Seminole County Jurisdiction: Family Type: Single-family New/Existing: New (From Plans) Comment: Bedrooms: 3 r.td, ,l U31f r,nn0ConditionedArea: '1169 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No address Type: J an1__oF# Lo # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 103 Wyndham 3842 Loon Ln Seminole Sanford , FL. 32773 4.+h,1. CLIMATE J 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 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft2 ---- 0 0 1 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar SA Emill Absor. Tested Emitt Deck Tested Insul. Pitch deg) 1 Hip Composition shingles 1978 ft' 0 ft2 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 1769 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 fY 0.1 Wood 4 1/17/2018'9 09 AM EnergyGauge® USA - FlaRes201`7 Section R405.4A Compliant Software Page 2 of 4 ' 1 FORM R405-2017 g i N`c WALLS SolariAdjacent , 3 G Kity, Width Sk1& Height Sheathing Fr•rningftlowi t To WaILIype ^„I-F Fr r I nr ir aaia p -' Ft n Ft In area R-VatuA'4,;: Fraf lion t`, --r-marl 1. 1 E Exterior Concrete Block - Int Insul Main 4.1 75 3 9 4 702.3 ft' 0 0 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 1 9 4 355.4 ft' 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 59 5 9 4 554.6 ft' 0 0 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' 0 0 0.6 0 5 S Garage Frame - Wood Main 13 35 3 9 4 329.0 fill 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 6 10 20.5 ft' 2 S Wood Main None 39 2 10 6 10 19.4 fill WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 fill 1 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 fill 10 ft 0 in 1 ft 0 in None None 4 W 3 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 11 ft 10 In 1 ft 0 In None None 5 S 4 Vinyl Low-E Double Yes 0'.34 0.26 N 30.0 ft' 1 It 0 in 1 fi 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410ft' 64ft 9.3It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/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: Ja- 1/ 17/2018 9:09 AM I EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software i Page 3 of 4 I FORM R405-2017 HOT.WATER SYSTEM I System Type ' SubType Location EF Cap Use SetPnt Co' Aservation 1 Non ir.. •. k ' ^A:'Fa r trVrr9ir d; i . ta.?C iiatL_ d r. .',F,hrl pr Electric Nonetr Gafage 0.95 50 gal 60.9 gal 1'20 deg e SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return -- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[ ]Jan Heatln9 [X) Jan Feb [ ] MarfXFeb [X] Mar A r Ma [Xj Jun X Jul Apr f May [ ]Jun Jul X Au Aug SePjXjSep Oct Oct Nov X] Nov Dec HDecVentin [) Jan j Feb [X) Mar X A r [ Ma [ ] Jun Jul Au Se X) Oct [X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Healing (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 9:09 AM ' EnergyGauge0 USA - FlaRes2017 Section R405.4.1 Compliant Software: Page 4 of 4 FnRM R405-2017 ENERGY. P,EkFORMANCE LEVEL-(.E,PL)., , DISPLAY CARD, ^ ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 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 3842 Loon Ln, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1769 b. N/A Area c. N/A 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 41.00 ft' 12. Cooling systems ft' a. Central Unit ft' 5.436 ft. 0.257 Insulation Area R=0.0 1769.00 ft' R= ft' R= ft' 13. Healing 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: "A11A4.A_ e Q Date: 31 b I1a Address of New Home: ' - (_1 City/FL Zip: 3a.,-CC.--A tF` Insulation Area R=4.1 1785.00 ft' R=13.0 329.00 ft' R= ft' R- ft' Insulation Area R=30.0 1769.00 ft' R- ft' R= ft' R ft' 6 353.8 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat ti0' THE STgr7 0 m ma yL a 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. 7 - -`-01W2018 9109`AMrr EnergyGauge®'USA 1 FfaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 np, nurx 2017 —AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA,. TABLE 402.4.1.1' o AtR BARRIE A I D INSULATION INSPECTION COMPONENT- CRITEPA Project Name: Lot 103 - 1769 TL Builder Name: Starlight Homes Street: 3842 Loon Ln Permit Office: Seminole County City, Stale, 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements 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 an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be 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 spa 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 oJoing and m irino. 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 lfA'Afers`x+,, t. •• -••- sealed. in. a•manner.that is recommended by the. manufacture r.a,aaf,4 a+ar , : r u ..,,y Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/ 17/2018 9:09.AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 n J,YL. p , i f FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICI;ENCY,CO:QE i-*.0-r,V-FOR BUILDING CONSTRU,CTION,;a Envelope Leakage Test Report Performance Method Project Name: Lot 103 - 1769 TL Builder Name: Starlight Homes Street: 3842 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: Sinale or Multi Point Test Data R: 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 (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, If Installed at the time of the test, shall be turned off; and 6. Supply and return registers, If installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE:, PRINTED NAME: 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. yo, - f14E sraTso 4?li a° f 0 ilAt6iHi4: 1,. DATE: SE BUILDING OFFICIAL: r.a.. ..... arwin ,Pnao • "I:,:u;., I 1/17/2018 9:09 AMI 1 EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Cotnpliant Software Page 1 of 1 I FORM R405-2017 Duct,Leakage Test Report Performance Method FLORIDA ENERGY EFFI , IENGY' BODEi FOR BUILDING, 'C61SISTRUCT16 V Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 103 - 1769 TL Builder Name: Starlight Homes Street: 3842 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct Total Conditioned Floor Area) System Leakage Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE. 1 /17/2018 r a:1 a'..; ., a.. r I :lir••.—.. - .. ,L: t ,'r.1, '411 71. .. 'al .a. ..1' .. p.n na 1/17/2018 9:09 AM, 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)(0, g), or (i), Florida Statutes. O,gHE S742: Qti ''' ry' Sir ,lO V ll. ter, 0 WE a BUIL- DING OFFICIAL. ; ,,,,,,J; tl•.1,z ar. ,„„w c .. DATE: EnergyGaugeO USA - FlaRes2017 , Section R405.4.1 Compliant S Page 1 of 1 + ' T to I "I Job: Starlight - Wyndham Pre... wrightsoft° Project Summary 5 Date`' 4l;4/2017 Entire House By: ; . I i I f Plan:' l 1f69 SEnergyAir, Inc u I i v_F - — -i l ,•_.ut TuWy"---F r 5401 Energy Air, Ct, Orlando, FL 32810 Phone, 407-886-37729 Email GRenner@energyair.com Web: wmv.energyair.com U G For: Lot 103 - 1769 TL, Starlight Homes 3842 Loon Ln, Sanford, FL 32746 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 26 °F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17937 Btuh Structure 15220 Btuh Ducts 1705 Btuh Ducts 2930 Btuh Central vent (57 cfm) 1620 Btuh Central vent (57 cfm) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 192.55 BtuhInfiltration11 sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1931 Btuh Ducts 289 Btuh Central vent (57 cfm) 1697 Btuh Heating Cooling Outside air Area (ft2) 1756 1756 Equipment latent load 3917 Btuh Volume (ft3) 16375 16375 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23172 Btuh Equiv. AVF (cfm) 71 38 Req. total capacity at 0.75 SHR 2.1 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 °F Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 °F Backup: Input = 6 kW, Output = 1.9028 Btuh,_100 AFUE r v ^• -', 1?' >t "16oidfr67ic values have been manually overridden r I •.• l . Calculations approved by ACCA to meet all requirements•of Manual J'8th Ed. wrightsoft' I l , 2018-Jan-17 09:07:09 Right -Suite® Universal 2017 17.0.29 RSU02534' i Page 1g Specific\Wyndham Preserve\Lot 103 - 1769 TL.rup Calc = MJ8 Front Door faces, S sk I t r I Job: Starlight -Wyndham Pre... whtri sottb .•Man:ual S Compliance Report ; ;., : I•, ; Date: 4/14/20179En;tire•House { By:• I f I Plan: 1769 S Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.com Web: wA&v.energyair.com For: Lot 103 - 1769 TL, Starlight Homes 3842 Loon Ln, Sanford, FL 32746 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19255 Btuh Outdoor design WB: 75.9°F Latent gain: 3917 Btuh Indoor design DB: 75.0°F Total gain: 23172 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: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 154% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21262 Btuh Indoor design DB: 70.0°F Entering coil DB: 77.27 Entering coil WB: 64.0°F Entering coil DB: 68.0°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 135% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF z Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 89% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018-Jan-17 09:07:09 Z= „, wrightSOW Right-S,de®Universal 2017 17.0.28 f SU02534 . Pagee 1 Specdic\Wyndham Preserve\Lot 103 - 1769 TL.rup Calc = W8 - Front Door faces: S, , , , Op o Duct System Summary , t , ( i Job: Starlight -Wyndham Pre... } WCightsoft . i t i l.:; I' . : 1 Date: 4/14/2017 i I ; Entire House : ; f I By: i Plan: 1769 S t-nergil=nergy Air, Inc tnercly . 5401 Energy Air, Cl, Orlando, FL 32810 Phone 407-886-3729 Email GRenner@energyaircom Web. wmv energyair.com For: Lot 103 - 1769 TL, Starlight Homes 3842 Loon Ln, Sanford, FL 32746 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 cfm 150 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 1051 48 29 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 C 1489 63 74 0.197 6.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3603 165 105 0.187 8.0 OX 0 VIFx 34.5 115.0 st3 cl2-A c 160 1 8 0.196 4.0 OX 0 VIFx 23.0 120.0 st3 foyer C .1355 64 67 0.344 5.0 Ox 0 VIFx 11.5 70.0 kit-din-fam c 2632 93 130 0.191 7.0 OX 0 VIFx i 26.8 120.0 SO kit-din-fam-A c 2632 93 130 0.195 7.0 Ox 0 VIFx 23.9 120.0 st1 kit-din-fam-B c 2632 93 130 0.233 7.0 Ox 0 VIFx 5.3 115.0 laun c 1087 20 54 0.356 5.0 Ox 0 VIFx 8.7 70.0 m bath h 970 44 35 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3501 160 101 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 We h 1182 54 35 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 186 261 0.191 590 9.0 0 x 0 VinlFlx st2 Peak AVF 259 171 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 216 0.187 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2018-Jan-17 09:07:09 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 , . V C.I Page 1 ; L ic;aa :..Specific\Wyndham Preserve\Lot 103 - 1769 TL.rup Calc = MJ8 Front Door faces: S Return Branch Detail Table ak,b- Yrille. Size'(if`if- Htg cfm) " Clg cfm) TEL MY Design FR I Veloc ' fpm) Diam in) "-f":'' H x W in' Stud/Joist Opening'(in) Duct Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-17 09 07 09 ;I 1wrightSOft' Right -Suite® Universal 2017 17.0 28 RSU02534 i "'Page 2 1 ' XCA ...Specific\Wyndham Preserve\Lot 103 - 1769 TL.rup • Calc = MJ8 Front Door faces:', S t , v M j LeVol I f C,; ht -Wyndham Preserve.-. Scale: 1/8" = VID" 9 EnergyA ir-,-.Inc - 4WO" A a foi Page I 3 - 1769 TL, j: 5401 Eno§rgqAir,.Ct Universal 2017ptlo 7.b.26 R§U025343842LoonLn -Orlando, FL,3281 0Sanford, FL 32746 2018,1aA-17-09-07:22 Phone: 407-886-3729 ... M PreservelLot 103 - 1769 TL.rup www.energyair.com GRenner@energyaircom i i 111T VTR I I irr Jul I I LAV U I I I I WC I I 2„ I 3" SHWR. Zn I wm i I KIT Quro vEcvr 2nt12nVTR b l o 2„ 1 cp ° O NT TUB I of 2n 3.1 WC31, C/o LAV2n PLAN 1769 PLUMBING RISER DL'kGRAA4 In L v o. z , N w •`- IIto in. o co a, a ori M a moo MJ U v o CO)00 v, z v m O DIEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WY NDHAM PRESERVE LOT 103 O E C Building Setbacks setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 6,900 SQ.FT. LIVING AREA= 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO = 109 SQ.FT. WALKWAY = 40 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 42.2 % SV 3,988 SQ.FT. OFFLOT AREA CALCULATIONS R//.W = 1,500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8,400 SQ.FT. DMVEWAY = 646 SQ.FT. SIDEWALK = 340 SQ.FT. SOD = 4.234 SQ.FT. 3p V"NDHAM PRESERVE - LOT 103 ZO NIN 6QDATE PLOT PLAN 0 TRACT A l89043'03 'vE 60.00' NORTH BOUNDARY UNE OF LOT 103 N LOT 103 AREA = 6,900 S.F. t 13.7 12.7 1! 1 i PATIO a' 11.6 PROPOSED 1 STORY RESIDENCE 3842 LOON LANE 1769 HAWKING LOT 104 7.0: 1 ELEVATION - T o GARAGE -LEFT c 4) O FFE= 26.9 C ro x 20.0 6 o: oEL o c, . Aq a a o 10' UTILI. - EASEMEN (P) 13.3 OPOSED WALK 60. 00S89*43103 t a • ' PROPOSED 5- 4- A CONC SIDEWALK CONC CURB LOON LANE pCI J"— CENTER 5 RIGHT—OF—WAY LINE ( PRIVATE ROAD) 291. 64' S89'43'03"W LB — Licensed " "s I.EGEND:ADUSSD—Access/Drainage/Utilities/Sidewalk ne'ss BFP— Backflow Preventer Sight Distance Easement Survey PRM—Permanent Ref. Monument R — Reported ISPCP —Permanent Control Point D — Description FP&L—Florida Power do Light P — Plat FFE—Finish Floor Elevation D. B.—Deed Book Water Meter o. R.—Official' Records Book D4—Water Valve P. B. —Plat Book V—Fire Hydrant Pg.— Page RCM —Reclaimed Water Meter Elev. — Elevation RCD4—Reclaimed Water Valve Conc.— Concrete Cable Box BP — Brick P ver m—Telephone Box SW— Sidewa iD—Electric Box FFE— Finish c Floor Elevation O—Utility Pole CI - Curb'lfilot GTI — Grate Inlet jJ— Guy Pole ht pP. U.E.—Public tility Easement j — Li Pole E-- Guy Anchor RCP— Reinforc d Conc. Pipe OU--Overhead Utilities PVC— Polyviny Chloride NCS— No Co r Set (Falls in Water) O— Storm Sewer Manhole 0— Sanitary Sewer SF— Squari'iFeet Manhole EHHo — Electric Handhole D. U.E.—DroirfdO/Utility Easement COO —Clean Out FMGD — MAG _ I. do DISK XVDG—Irrigation Control Valve P. K. -Parker-_ RRalon Nail Sign SIR—' Set'-1/g," Iron Rod LB7768 WDG—Gate Water Valve SPKD — Set -P de Disk L87768 Gas Meter FIR — Foundr /2' Iron Rod LB7768 1"i—Existing Grade F1P — Found' /2" Iron Pipe LB7768 a —Blow—off Valve FPKD—FoundY .K. Nail do Disk LB7768 -_—Drainage Flow Direction FCM = Found $"x4" Concrete 10.0 —Proposed Design Grade Monument PRM LB7778 10.2 As—Built/Existing Grade Note: Some items in above leae—ndmov not he ann irnhle Uescription I Date I Dwn.ICk'd I P.C.IOrder No. BUILDING 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. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished 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 are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODEIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades d: finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) a% ooeeaoc,, Ok to construct single family home with setbacks and impervious area shown on plan. q? 2 a/o ,h,1 P l -" A q "aW" - •r- Cr L O LOT 102 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 " X" DESCRIPTION: LOT 103, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida w`,:-• N ••::VZ 555 Winderley Place, Suite '109 Phone: 321 270-0440 V1fOT A UR Fax: (813) 248-2266 F ' pe Licensed Business No. LB 7768 r•• P.: GeoPoint. la es D. Leviner LS691 ORIDAPROFESSIONALSURVEYORdoMAPPERNO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Surveying, ' Inc. Drawn: JE I Checked: JDL I P.C.: Data File:BrissonEast-Plat Date: 01/20/18 Dwg:BriswnEad-tot103 Order No.: — SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: E RECORD COPY Ric I PAL,M.ER c. C• EL ECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 HVAC LOADS (NEC 2011 - 220.82(Cl(3) - (4)1 ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAIr CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER a 65% TOTAL HVAC DEMAND LOAD GENERAL LOADS (NEC 2011- 220.82(B)(I)- (411 CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 531 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I 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) 450 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 120 1.20 KVA I DISPOSAL(]) JWDING 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) gPNF R 12 00 12.00 KVA COOKTOP CIRCUIT EPA 7.20 SUMMER KITCHEN/JENAIR GAS I.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT G '1 4.80 0 40 AMP CAR CHARGER 1 Q _ 1 L J _ 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS) a 100% 10.00 KVA REMAINDER (GENERAL LOADS) a 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)l 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS a 20.32 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)l 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED iSERVICE SIZE 150 :AMPS Lt,imber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W PO103 - W PO103 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WPO103 Model: 1769 Lot/Block: 103 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name I Date 1 IT12986427JAl 1/ 17/18 118 1 T12986444 1 D1 1/17/18 12 I T12986428 I A2 11/17/18 119 I T12986445 I D2 11/17/18 I 13 I T12986429 I A3 11/17/18 120 I T12986446 I E1 11/17/18 I 14 I T12986430 I A4 11/17/18 121 I T12986447 I EJ3 11/17/18 I 15 I T12986431 I A5 11/17/18 122 I T12986448 I EJ5 11/17/18 I 16 I T12986432 I A6 11/17/18 123 I T12986449 I EJ7 11/17/18 I 17 I T12986433 I A6B 11/17/18 I I I I I I I I I 3v CiNG SANFORD q t 1 C J 18 I T12986434 I A7B 11/17/18 I 19 1T129864351 B1 11/17/18 110 IT12986436I BJ1 11/17/18 I11 IT129864371 BJ3 11/17/18 112 IT12986438I BJ5 11/17/18 113 I T12986439 I C 1 11/17/18 114 I T12986440 I C2 11/17/18 15 1 T12986441 CJ3 1/17/18 16 1T129864421CJ5 11/ 17/18 117 IT12986443ICJ7 I1/ 17/18 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 verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Al E.N ` scc•' 92i i r N 39380r r r 3 = 0 \ATE OF ' 4tJ r • 4.O R \ 0., 0 N A' , Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: January 17, 2018 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply WP0103 T12986427 W PO103 Al Common 11 1 Job Reference (optional) Builders FuslSource, Tampa, Plant City, Florida 33566 t1.1 au s Sep 1 b zul / MI I ex industries, inc. Wed jan I r 1 a:ao:az 20 i a rays i ID:rtytRhmERah3zfiORgKYR9zPCPY-101 DYtkgjFS6S?00wk7r5IZSBtJ?OJgZO8xtEczuRDZ 1.0. 6.0.7 12-7-1 19-0-0 25-4-15 31.11.9 38-0-0 9.0. 0. 61-7 6 6-10 6-4-15 6-4-15 6.6-10 6-0-7 -0. 1.5x8 STP = 3x8 = 5x6 = 5.00 12 6 19 3x4 = 4x6 = 14 3x8 = 4x6 = 3x4 = Scale = 1 66.3 1.5x8 STP = 3x8 = I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.26 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Veri(CT) 0.54 14-16 >835 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 10 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD 2x4 SP No.l Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 1 Row at midpt 7-14. 5-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=-116(LC 13) Max Uplift 2=-389(LC 12), 10=-389(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2932/2227, 3-5=-2677/2031, 5-6=-1859/1566, 6-7=-1859/1566. 7-9=-2677/2031, 9-10=-2932/2227 BOT CHORD 2-16=-1875/2641, 14-16=-1470/2173, 12-14=-1477/2173, 10-12=-1868/2641 WEBS 6-14— 771/1062, 7-14=-696/710, 7-12=-252/513, 9-12=-302/438, 5-14=-696f710, 5-16=-252/513, 3-16=-302/438 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.Opsi; h=15ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Extedor(2) 5-0-0 to 19-0-0, Corner(3) 19-0-0 to 25-0-0 zone; cantilever tell and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 10. WARNING - Verity design paremoforo and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7173 rov. faU2,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon p ufameters shown. and Is for an InclMdual building component, not a IrL= system. Before trse. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Indicated Is to buckling IndlvldLlal Inns web and/or chord members only Addlllonat temporary and permanent bracing WOWbuildingdesign. Bracing prevent of Is always iegtdred for stability and to prevent collapse with possible personal Inftay and property damage. For general guidance regarding the 6904 Parke East Blvdfabrication. storage. delivery. ereclion and biotin© of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavallatxefromTnrsSPlateInstitute. 218 N. too Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12986428 WPO103 A2 Hip 2 1 0103 Reference(optional).'- t3unciers t-IrstSource, I amps, want Ury, rronoa ooaoo 5-6-0 5.00 12 5x6 = 5x6 = 6 7 Scale = 1:68.8 1.5x8STP= • .. 16 15 - r.oxaarr= 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.62 BC 0.97 WB 0.68 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Well Ud 0.49 13-15 >915 240 0.81 13-15 >554 180 0.14 11 rVa n/a PLATES GRIP MT20 244/190 Weight: 189lb FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 11=1453/0-8-0 Max Horz 2=-104(LC 17) Max Uplift 2=-377(LC 12), 11=-377(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1969, 3-5=-2791/1853, 5-6_ 2011/1369, 6-7— 1806/1320, 7-8=-2011/1369, 8-10=-2791/1853, 10-11=-2982/1970 BOTCHORD 2-18=-1735/2674, 16-1 8=- 1 284/2241,15-16=-873/1806, 13-15=-1254/2241, 11-13=-1640/2674 WEBS 3-18=-220/381,5-18= 290/504,5-16=-646/552,6-16= 314/516,7-15=-314/516, 8-15=-646/552, B-13= 291/504, 10-13=-220/382 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.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 2 and 377 lb uplift at joint 11. WARNING - Vorlly das/gn parameters and READ NOTES ON THIS AND INCLUDED M/TEN REFERANCE PAGE M11.7473 rev. laV=15 BEFORE USE. Design valid for use only vAlh MllekO connectors this design Is bases] only upon pwrameters shown. and Is (or an Individual building component. not a flues system. Before use. the building designer must verify the applicability of design pmamelers and properly Incorporate this design Into the overall 1 L AAbuildingdesign. Bracing Indicated Is to Ixevent buckling of Individual tr ss web and/or chord members only. Addltlonal temporary and permanent Ixacing IYI iTek• Is always regrdrod for slablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrkallon, storage, delivery, erection and bracing of trusses and truss systems, soeANSI/TPI I Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Inns Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0103 T12986429 W POI03 A3 Hip 2 1 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.1au s oep io 2O i i mi !UK muuaureo, nrc, vreu van 1 r ro.00.V+ cv 1a gaga ID:rfylRhmERah3zfiORgKYR9zPCPY-En9zzZmxFsighJAp199JABfmlh2luNessSO JUzuRDX 1.0- 7-4-11 15-0-0 23.0.0 30-7-5 38-0-0 9-0- 1.0- 7-4-11 7-7-5 8.0-0 7-7-5 7-4-11 -0 5.00 12 Sx8 = 5x6 = Scale = 1:68.8 ig. 1.5x8 STP = 16 14 - 13 - 11 I .oxa a r r = 4x6 = 2x4 11 4x6 3x4 = 3x8 = 4x6 = 2x4 11 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.43 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.15 9 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14, 5-13. 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-363(LC 12), 9— 363(LC 13) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2953/1875, 3-5=-2232/1435, 5-6=-1992/1402, 6-8=-2233/1435, 8-9— 2952/1875 BOT CHORD 2-16=1620/2641, 14-16=-1620/2641, 13-14=-1005/1992, 11-13=-1528/2641, 9-11 =- 1 52a/2641 WEBS 3-16=0/314, 3-14— 718/668, 5-14— 198/502, 6-13= 190/502, 8-13=-717/669, 8-11=0/313 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.Opsh h=1511; Cat. 11; 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 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 9. WARNING - Vorlly design pammolora and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111/1.7473 rov. 1( 2WIS BEFORE USE. Design valid for use only with Mllek® connectors. This design Is based only upon parameters shown. and Is la an travkhtaf Wilding component, not a Inns system. Before use. the btAlding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web aril/or chard members only. Addlllonaf temporary and permanent tracing WOW Is always required for stabllly and to prevent collapse with possbie personal Injury and property damage. For general gddance regarding The fabrication, storage. delivery, erection and Ixacirlg of tnrsx:s and truss systems, seeANSI/TPI I Quality Criteria, OSS-89 and BCSI 6ullding Component 6904 Parke East Blvd. Safety Information avallatrAe from Truss Rate Institute, 218 N. Lee Street, SWte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Cry Ply WP0103 T12986430 W POI03 A4 Hip 2 1 Job Reference(o tipanal) Builders FlrstSOurce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 201 / Mi i ex inausuies, me vveu .rdn i r i o:oova cv i o raun 1 I D:rtytRhm E Rah3zfiORgKYR9zPC PY-izi LAvmZOAghJSI? bsgYI M Bzr5NidgC?46gXrxzuR D W 1-0.0 7.0.1 13-0-0 19-0-0 25-0-0 30-11.15 38-0-0 9-0- 0.0 7-0-1 5.11.15 6 0.0 6-0-0 5-11.15 7-0.1 1-0. 5x6 = 2x4 II 5x6 = Scale = 1:67.6 1.5x8STP= .- .- .. 12 _- -- - 1.5xdarr= 4x6 = 11-0 3x4 = 3x6 = 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 FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.t Except' 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) 3x8 = 3x6 = 3x4 = 4x6 = CSI. DEFL. In floc) I/dell Ud PLATES GRIP TC 0.80 Vert(LL)-0.2712-14 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.51 12-14 >884 180 WB 0.25 Horz(CT) 0.13 8 rVa We Matrix-SH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1864, 3-4=-2635/1703, 4-5=-2407/1591, 5.6- 2407/1591, 6-7=-2635/1703, 7-8= 2891/1864 BOT CHORD 2-14=-1615/2601, 12-14=-1119/2118, 10-12=-1095/2118, 8.10=-1522/2601 WEBS 3-14=-333/466,4-14=-325/529, 4-12=-200/529, 5-12=-364/307, 6-12=-201/529, 6-10=-326/529, 7-10=-333/466 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; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0. Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and fight 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 8. WARNING . Verity dosign pammoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. IMAMS BEFORE USE. Design valid for use only with MllekO connecfois. this design Is based only upon parameters shown. and Is for an Irtcllvidual building component. not a truss system. Before use. the building designer must vedly the appllcablilty of design p aiameters and property hicorporafe this design Into the overall bxulidlrlg design. Bracing Indicated Is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and permanent b icrfng WOW Is always required tot stability and to prevent collapse with possible personal Infray and properly damage. For general guidance regarding the tablcation, storage, delivery. erection and tracing of trusses and truss systems. seeANSI/1PI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable horn bras Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply AS HIp 2 0103T12986431WPO103 Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 B.13g s Sep lb zu1 t mi t ek industries, inc. Wed Jan i r i 3:sa:uo 20i o rage i I D:rtytRhmE Rah3zfiQRgKYR9zPCPY-A9GkOEnBnUyYxcKB9aC nFZk7GUk_MBo9J mv5N NzuRDV i1.0.0 5-2.3 11.0.0 19.0.0 27_-0.0 32-9-13 38-0-0 a9.0.0 0- 5.2.3 5-9-13 8-0-0 8.0.0 5-9-13 5-2.3 5x8 = 2x4 11 5x8 = Scale = 1:67.6 1.5x8 STP = 16 15 " 13 11 10 1.bx8 S l t 3x8 = 2x4 11 3x6 3x8 = 3x4 = 2x4 11 3x8 = 3x4 = 19 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.48 11-13 >925 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 8 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 188lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=145310-8-0, 8=1453/0-8-0 Max Horz 2=-70(LC 13) Max Uplift 2=-379(LC 8), 8=-379(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1924, 3-4=-2558/1597, 4-5— 2872/1838, 5-6— 2872/1838, 6-7=-2558/1597, 7-8=-3001 /1925 BOT CHORD 2-16=-1700/2691, 15.16=-1700/2691, 13-15=-124012314, 11-13=-1200/2314, 10-11=-160312691, 8-10=- 1603/2691 WEBS 3-15=-420/495, 4-15=-134/391, 4-13=-393l775, 5-13= 493/424, 6-13=-393l775, 6-11=-134/391, 7- 11=-420/496 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.Opsh h=15fh Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS ( envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Extedor(2) 5-2-3 to 39-0-0 zone; cantilever left and nght 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 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint 8. WARNING - Vorlty dos/ yn pammotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. l aAW015 BEFORE USE. Design valld for use only wllh Mllek® connectors. This design Is based only upon parameters shown. and Is lot an Individual building component. rat a truss system. Belore use, the building designer must verify Iho applicability of design p aiamefers and properly Incorporato this design Into the overall Bracing Indicated Is to buckling individual truss web aril/or chard membeis only. Additional temporary and permanent bracing MiTe k' building design prevent of Isalwaysregtdredlotstability and to prevent collapse with possible personal Infury and property damage. For general guidance regarding the 6904 Parke East Blvd. latricatlon, storage, delivery. erection andbracingoftrussesandtnrasystems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI BulldIng Component Tornpe. FL 33610 Satety Information available from trussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0103 T12986432 W PO 103 A6 Hip 1 1 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.13o s Sep i b 20l 7 Mi I ek industries, Inc. Wed ,Ian 17 13:38:07 2018 rage r I D:rfylRhmE Rah3zfl ORq KYR9zPCPY-eMg6baopYn4OYmuOi HIOonG LVu3k51N IYOeevpzu RDU 1-0- 5-8-11 9-0-0 15.8.0 22.4.0 29-0-0 32.3.5 38.0.0 9-0- 0- 5 8-11 3-3-5 6.8.0 6.8-0 6-8-0 3.3.5 5., it 0 500 12 56 = 4x6 = 3x4 = 3x4 = 56 = 4 5 6 7 8 Scale = 1:67.6 1.5x8STP= 16 75 14 13 12 1.5xsslr= 3x8 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 3x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.62 12-14 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-16, 7-12 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2= 399(LC 8), 10=-399(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2925/1861, 3-4=-2710/1679, 4-5=-2497/1595, 5-7=-3397/2053, 7-8=-2497/1595, B-9=-2710/1679, 9-10=-2925/1861 BOT CHORD 2-16=-1627/2618, 14-16= 1843/3312, 12-14=-1824/3312, 10-12=-1533/2618 WEBS 3-16=-185/356, 4-16= 440/779, 5-16=-1025/616, 5-14=0/262, 7-14=0/262, 7-12=-1025/615, 8-12=-440/779, 9-12=-185/356 NOTES- (7) 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=15ft; 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 39-0-0 zone;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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING -Verify armign panmotero end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rov. 10)03)2015 BEFORE USE. Design valid for use only with Mllek9 connectors, this design Is based only up»n parameters shown, and Is for an Individual txl0dirtg component. not a iniss System. Before use, the Ixrlldlng designer must verily the applicability of design p oiameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Iniss web and/of chord members only. Additional temporary and pennanent tracing M iTek' is always iequ lied to stability and to prevent collapse wllh possQNe personal k*ay and loop arty damage. For general guidanceatce regarding the fabrication, storage, delivery. erection and bracing of Inises and truss systems, seeANSI/TPI I Quality Criteria, DS8-E9 and 6CSI Bullding Component 6904 Parke East Blvd. Safety Information available from buts Rate institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0103 T12986433 WPO103 A6B Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 B.13u s sep 15 201 r IMi l ex indusmes, inc. vied Jan 1 r 1 a:ao:da 2010 rage I D:rfytRhmE Rah3zfiORgKYR9zPC PY-7YOUpwpRJSC FAwTaG_E F L_pXU I RTg7uSm4OBSGzuR DT 1.0- 5.8-11 9-0-0 15.9.3 22-2-13 2%11 29 0 32-3-5 38-0-0 9-0- 0- 5 B-11 3-3-5 6.9.3 6-5-11 6-5-11 0 -8 3-3-5 5-8-11 0 5.00 FIT 5x8 = 5x8 = 3x4 3 x6 = 3x4 = 4 5 6 7 8 Scale = 1:67.6 la d 1.5x8 STP = 19 1817 16 15 1413 12 1.5x8 51 P = 3x8 — 3x4 — 1.5x8 STP = 3x4 = 1.5x8 STP = 3x4 — 3x8 — 3x6 = 3x6 = exe = 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(ILL) -0.14 2-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Veri(CT) -0.29 2-19 >499 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 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. All bearings 0-8-0. Ib) - Max Harz 2=-58(LC 13) Max Uplift All uplift 100 lb or less al joint(s) except 2=-114(LC 12), 10=-191(LC 13). 17=-410(LC 9), 15=-131(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=347(LC 23), 10=623(LC 24), 17=1359(LC 1), 15=623(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-370/663, 7-8=-209/306, 8-9=-654/533, 9-10=-902l738 BOT CHORD 17-19=-145/306, 15-16=-113/375, 14-15= 113/375, 12-14=-219/582, 10-12= 509l787 WEBS 3.19=-299/421, 4-19=-201/363, 8-12=-239/438, 9-12= 265/397, 4-17=-817/564, 5-17=-883/634, 5-16=-196/382, 7-16=-272/292, 7-14=-257/154, 8-14=-553/327 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=3.0psf; h=15fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end verlical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 114 lb uplift at joint 2, 191 lb uplift at joint 10, 410 lb uplift at joint 17 and 131 lb uplift at jolnt 15. WARNING • Verify dosign paramorors and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MIP7473 rev. faVMIS BEFORE USE. Design valkl for use only with Ml lek®conneclors This design Is based oNy upon Inrarneters shown. arid Is for an Individual building cornponent. not a buts syslern. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chard members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to rxevent collapse with posllAe personal Injury and properly damage. For general guidance regarding the fabxlcallon, storage, delivery. erection and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street. Su lto 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type Oty Ply W P0103 T12986434 W PO103 A7B Hip Girder 1 1 Job Reference (optional) ouimers rirstoource, r arnpa, runt t.ny, rrvnua 00000 „, _ , , • , ,- --, - , I D:rfytRhm E Rah3zf IORq KYR9zPC PY-3xW E EcgigiSzPEdyOPGjOPun666q 12PI EOtI W BzuRDR 1.0- 3-4-2 7-0-0 13-0-14 19-0-0 24-11.2 31.0.0 34.7.14 38-0-0 9-0- 0- 3-4 2 3-7-14 6-0-14 5-11-2 5.11.2 6.0.14 3.7-14 3-a-2 1.0 5.00 12 Sx8 = 3x4 = 5x6 = 3x4 = Sx8 4 19 20 5 21 22 6 23 24 7 25 26 8 Scale = 1:67.6 mCh 1 16 1.5x8STP= 18 27 28 17 16 29 30 IS 31 32 14 13 33 34 12 1.Sxtss1r= 3x6 = 3x4 = 1.5x8STP= 3x8 1.5x8STP= 3x4 = 3x6 = 3x6 = 3x6 = 6x8 = 6x8 = 31-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 • TC 0.96 Vert(ILL) -0.05 2-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(CT) -0.10 2-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.03 10 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight. 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14, 4-16 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=46(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-243(LC 8). 10=-248(LC 9), 14=-754(LC 4), 16= 738(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=709(LC 19). 10=709(LC 20). 14=2133(LC 20), 16=2190(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1195/433, 3-4=-1031/362, 4-5_ 141/528, 5-6=-362/156, 6-7=-362/156, 7-8=-131/528, 8-9=-1031/375, 9-10=-1195/446 BOT CHORD 2-18=-393/1057, 16-18= 292/954, 15-16=-528/226, 14-15=-528/242, 12-14=-267/954, 10-12=-358/1057 WEBS 4-18=-125/690, 8-12=-125/690, 8-14=-1645/555, 4-16=-1645/567, 7-14=-1154/575, 5-16=-1154/575, 7-15=-316 990, 5-15=-316/990, 6-15=-590/367 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=15ft; Cat. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 134 lb up at 7-0-0, 105 Ito down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0-0, 105 lb down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24-11-4, 105 lb down and 107 lb up at 26-11-4, and 105 lb down and 107 lb up at 28-11-4, and 124 lb down and 134 lb up at 31-0-0 on top chord, and 429 lb down and 182 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13.0-12, 81 lb down at 15.0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-0, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 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). WARNING- Verify design puemofors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. faV2,2015 BEFORE USE. Design valid lot use only with Milek® connectors. Ihls design is based only upon parameters shown- and Is lot an bdivkAxil bullding component. nol a truss system. Before use. the bxdIdIng deslgnet mtrst verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to Wckting of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent is always tegtdred for slablilly and to prevent collapse wtlh possible personal trlpay and property damage For genetal guldance regarding the 6904 Parke East Blvdfabrlcatbn, storage, delivery, erection and baclrtg of trusses and truss systems, soeANSIAP11 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationovatlablefromIrtrssPlateInstlture, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T129B6434 WP0103 A78 Hip Girder 1 1 0103 Reference (optional) Builders FlrstSource, I ampa, Nlanl Lxy, rtortda J3b6tl o. r JV s OUP r a cU I! rvn 1 en muuxi 1—, nre. "— Uan i r 10-o. ry cU r o rage c ID:rfytRhmERah3zfiORgKYR9zPCPY-3xW EEcgiglSzPEdyOPGIOPun666ql2PIEOtIWBzuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 54, 4-8=-54, 8-11=-54, 2-10=-20 Concentrated Loads (lb) Vert:4=-105(B)8=-105(B)18=-429(B)12=-429(B)16=-58(B)7=-105(B)5=-105(B)15=-58(B)6=-105(B)19=-105(B)20= 105(B)21=-105(B)22= 105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-105(B)27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) WARNING - Vedry doslgn pammotors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rov. IMMI S BEFORE USE Design vclld for use only with Mltek® connectors. Ihls design Is lased only ulr_n parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design Iorameters and property Incorporate this design Into the overall Wactng Irxlicated Is to buckling Individual Inns web and/or chord members only. Additional temporary and permanent bracing MiTek* building design prevent of is always nectutrod for stability and to prevent collapse with possible personal hsluay and properly damage. For general guidance regarding the 6904 Parke East Btvd. fabrication, storage. delivery, ereclion and bracing of trusses and Inns systems, seeANSI/1PI1 Quality Criteria. DS8-E9 and BCSI 6ullding Component Tampa. FL 33610SafetyInformationovaliablefromtrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Job Truss Truss Type Ory Ply WP0103 T12986435 WPO103 B1 Roof Special Girder 1 nG Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:12 2018 Page 1 I D:rfylRhmERah3zliORgKYR9zPCPY-?Je?elsyMKihiXnLVgIBVq_9MvoYmwV 1 hhMPb1 zuRDP 1-0- 7.1-8 9-4-0 11.8.0 17-11-9 24.4.15 31-0-0 38-0-0 39-0- 1-t} 17 1-8 2-2-8 2.4.0 6-3-9 6-5.5 6-7.1 7-0-0 1- 1-0- Sx6 = 5.00 F12 5x6 2x4 4 5 2x4 II N It 1 d 3x4 = 3x6 = Sx8 = Scale = 1:70.1 1.5x8STP= 17 16 75 24 25 26 14 1327 28 29 12 i.bx8tily= 3x6 = 3x8 = 4x6 = 17-11.9 3x8 = 3x4 = 3x6 = 2x4 11 3x6 = ch I6 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.38 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.71 14-15 >629 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.15 10 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 353 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 'Except' 8-11-11 oc bracing: 14-15. 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1910/0-8.0, 10=2510/0-8-0 Max Horz 2=60(LC 8) Max Uplift 2=-521(LC 5), 10=-852(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/1178, 3-4=-3819/1168, 4-5=-3792/1155, 5-6_ 7155/2339, 6-8=-7155/2339, 8-9=-7301/2463, 9-10_ 5548/1866 BOT CHORD 2-17=-998/3612, 15-17=-1587/5417, 14-15=-2340r7301, 12-14=-1633/5039, 10-12=-1628/5007 WEBS 4-17=454/2820, 5-17=-3124/1075, 9-12— 105r712, 9-14— 804/2479, 5-15=-695/2025, 8-14=-686/420, 6-15=-523/308, 8-1 5=-467/553 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless othervvise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15f1; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18-11-4. 145 lb down and 107 lb up at 20-11-4, 145 lb down and 107 lb up at 22-11-4, 145 lb down and 107 lb up at 24-11-4, 145 lb down and 107 lb up at 26-11-4, and 145 lb down and 107 lb up at 28-11-4, and 166 lb down and 134 lb up at 31-0-0 on top chord, and 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 24-11-4, 81 lb down at 26-11.4, and 81 lb down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection s o s bT of o e s WARNING - Verify dedgn psramofors and READ NOTES ON THISAND INCLUDED M!!EK REFERANCE PAGE M/F7473 rev. 1d03/2015 BEFORE USE. Design valld for use orgy with Mllek® connec lots. This design is based orgy upon Parameters shown. and Is for an Individual bu0di g component, not , a huss system. Before use. The IxAlding designer must verify the applicability of design parameters and properly Incotloiale This design Into The overall wt building design. Bracing Indicaled Is to prevent b ucktirg of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and 10 prevent collapse wllh possible personal Ir#uay and property damage. For general guidance iogarding the fabrication. slofcge, delivery. erection and bracing of fnrsses and Truss systems, soeANSI/TPI I Quality Criteria, DS8-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 218 N. Lee Street. Sudle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Gty Ply WP0103 T12986435 WPO103 B1 Roof Special Girder 1 nL Job Reference (optional) Builders b-Irsibource, I amps, Niani Lacy, rionaa J3bbb 0. r ou o aep ID ev r r rwr r n^ 11—ar"wo, 0-. ••.... .. oyo I D:rfytRhmERah3zfi0RgKYR9zPCPY-?Je?eIsyMKihfXnLVgI8Vq_9MvoYmwV 1 hhMPb 1 zuRDP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert. 1-4=-54, 4-5_ 54, 5-9=-54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 9=-105(F) 12=-429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24=-58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) WARNING - Vadly design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev. 1aIM015 BEFORE USE. Design valid for use only with Milelr® connectors. lids design Is bored only upon pma neters shown. and Is for an Individual building component, not a firm system. Before rise. the building designer must verify the applicability of design p--nameters and pxopeily 6icoipotate this design Into the overall building design. Bracing Indicated Is to prevent bridling of IrxlMdral truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabk:atlon, storage, delivery. erection and bating of Ines and truss systems. see-ANSI/TPI1 Quality Criteria. DS849 and 6CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tempe. FL 33610 Job Truss Truss Type Oty Ply T12986436 WPOI03 BJ1 Jack -Open • 12 1 0103 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 ID:tfy4RhmERah3zfiORgKYR9zPCPY-TW BNseta7dgYGhMX3YgQ22W UOJleVV8BwL5y7TzuRDO 1.0-0 1-0.0 1.0-0 — 1-0.0 Scale = 1:6.5 2x4 = 1.5x8STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. (Ib) -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=4.2psh BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(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) This truss has been designed for a 10.0 psf 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 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 8 Ito uplift at joint 3 and 69 lb uplift at joint 2. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11=7477 rov. 101012015 BEFORE USE. Design void for use only with MI lek® connectors. this design Is basedonly upon parametersshown. and Is for an Individual bolding component, not a Inns system. Beloro use, the building designer mull verity the applicability of design Ixlrameters and Ixoperly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent b ucIdIng of Individual fnrss web and/or chord members orgy. Additional temporary and permanent lxacbr O_ WOW isalways regWred for stability and to Irevenl collq)se with possNle personal ilpay and ixoperty damage. For general guidance regarding the fatxkatlon, storage, delivery, ereclion and bracing of trusses and fnrss systems, seeANSI/11PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information availaiNe from Truss Plate Institute. 218 N. Lee Street, Suite 312. Atexarxlrta. VA 22314. Taupe. FL 33610 Job Truss Truss Type Oty Ply 130103T12986437 WPO103 BJ3 Jack -Open • 10 1b Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 I D:rfylRhmE Rah3zf iORg KYR9zPC PY-TW BNsela7dgYGhMX3YgO22 W Tuj HbVV8BwL5y7TzuR DO 1.0.0 _ 3.0.0 r 1.0.0 3.0.0 Scale = 1:10.8 3x4 = 1.5x8 STP = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl 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 Veri(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purfins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/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. (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=4.2psh BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed, end verlical left and nght exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 lb uplift at joint 2. Q WARNING - Vorlly daslgn pammoters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rov. 10110312015 BEFORE USE. Design valid for use only with Mllek® connectors. This design Is used only upon parameters shown, and Is for an Individual building component, not a truss system. Before rise. the building designer must verity the arDplicabalty of design rxnainelers and properly Incoiporale this design Into the overall oulding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlllonal temporary and pennanent bocing M iTek' Is always iegWred for stability and to prevent collapse with poss1111e personal In)uay and property damage. For general guidance iegarding the 6904 Parka East Blvdfabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPi I Quality Criferlo, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply W P0103 T12986438 W PO 103 BJ5 Jack -Open. 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8 13o s Sep 15 2017 Mi I ex industries, Inc. Wed Jan i r 13:38A4 2018 rage 1 I D: rtytRhmE Rah3zf iQRgKYR9zPCPY-xlll3_tCuxzPurxkd F LfaF3ZQjaxEyOK9?rW fvzuRDN 1.0-0 5-0-0 1-0-0 5-0-0 Scale = 1:15.8 3x8 = 1.5x8 STP= LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 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 Iva ri/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING - Vart/y dasIgn paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP-7473 rov. 10A 201S BEFORE USE. DesiM valid for use only vAth MI lek® connectors This design Is based only upon parameters shown. and Is got an individual building component, rot a hu ss system. Before use, the txAlding designer must verity the alVicab ility of design paramelers and properly Incorporate this design Into the overall Ixdlding design Bracing Indicated is to txevent buckling of Individual inm web aril/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to Irevent collapse with Iosslible personal injury and rxopeny damage. For general guidance regarding the Parkerk680sPee East Blvdstorage, delivery. erection aril bating of trusses and truss systems, seeANSI/TPII Quality Cdteda, DSB-E9 and BCSI Building Component Tampa. East 0 mpSafetyInformationavailablefromtrussPlateInstitute. 218 N. Len; Street. Sulle 312, Mexarada. VA 22314. Job Truss Truss Type Oty Ply WPO103 T12986439 W PO103 C 1 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 I D:rtytRhm E Rah3zf iORq KYR9zPC PY-PuJ7HJ uqf F5G W 7 W wAysu7Tckb7pDzNAUNfa3BMzu RDM 1-0-0 5-11-10 8-4-0 10.4.0 12.8-6 18-8-0 1-ao 5-11-10 2-4-s z•ao z_ 5-11-10 3x4 = 3x6 II 3x4 = Scale = 1:33.3 orC6 11 — 4x6 = 1.5x8 STP = 3x8 = 3x8 = 3x8 = 18-8-0 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 FBC2017fTP12014 CST. TC 0.53 BC 0.71 WB 0.16 Matrix-SH DEFL. In Vert(LL) -0.17 Vert(CT) -0.36 Horz(CT) 0.03 loc) Udell Ud 2-10 >898 240 2-10 >417 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 8=575/0-8-0, 2=703/0-8-0, 9=126/0-8-0 Max Horz 2=60(LC 16) Max Uplift 8=-162(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max Grav 8=575(LC 1), 2=703(LC 1). 9=159(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/826, 3-4=-820/646, 4-5— 721/610, 5-6=-721/610, 6-7=-817/653, 7-8=-1060/881 BOT CHORD 2-10=-700/938, 9-10=-678/913, 8-9=-678/913 WEBS 3-10=-278/395, 5-10= 358/416, 7-10=-252/455 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.Opsl; h=151t; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 18-4-0 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 20.0psf 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 162 lb uplift at joint 8, 198 lb uplift at joint 2 and 7 lb uplift at joint 9. u WARNING - V6r11y dorlyn permretore rand READ NOTES ON THIS AND INCLUDED MN EK REFERANCE PAGE 11,10.7473 rov. Ia V 2015 BEFORE USE. Design valid poi arse oNy wllh MI1ek® connectors. This design Is based oNy upon parameters shown. and Is for an hdlvidual brIDtling component. not a tuns system. Before use. the building deslgryur mrrsl verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web aryl/or chord members only. Additional temporary and perrnanent biactng M iTek' Is always regldred for stability and to revent collapse with possible Personal injury and property damage. For general guidance regarding The fabrication. storoge, delivery, erection and tracing of trusses and truss systems. seeANSI/TP1I Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute, 218 N. lee Street, S1dte 312. Alexandria, VA 22314. Tompe. FL 33610 Job Truss Truss Type Oty Ply WP0103 T12986440 W PO103 C2 Hip 1 1 Job Reference (optional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38.15 2018 Page 1 I D:rfytRhmE Rah3zliORgKYR9zPC PY-PuJ7HJugf F5G W? W wAysu7Tctl7rhzKeU Nfa3BMzuRDM 1.0-0 6-4.0 12-4-0 18-e-0 1.0-0 6.4.0 6-0-0 6.4.0 9 5x8 = 4x6 = Scale = 1:33 5 P= 2x4 11 --' — 1.5x8 STP = - 3x8 = 3x6 = 3x4 = 12-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.58 BC 0.61 WB 0.32 Matrix-SH DEFL. In Vert(LL) 0.06 Ven(CT) -0.09 Horz(CT) 0.02 loc) Well Ud 2-9 >999 240 7-9 >999 180 5 rVa n/a PLATES GRIP MT20 244/190 Weight: 751b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=337/0-8-0, 2=603/0-8-0, 6=464/0-8-0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13), 2=-173(LC 8), 6= 99(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/581, 3-4=-398/390, 4-5=-512/322 BOT CHORD 2-9= 460l748, 7-9=461l758, 6-7— 180/406, 5-6=-180/406 WEBS 3-9=-19/282, 3-7=-426/319, 4-7=-159/264 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=3.0psh h=15f1; 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 18-4.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. WARNING -Verily design paremofors and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mf -7473 rov. fQOMI S BEFORE USE Design valid for use only with MI Iek® connectors. This design is based only up an parameters shown. and Is lot an Individual bulding component. not a trrss system. Before use. the building designer must verify the applicability of design parameters and property Iticorpoiato this design Into the overall design Bracing Indicated is to bruclding Individual Iruss web and/or chord members only. Additional temporary atxl permanent brocing MiTek' brAlding prevent of is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gulrkme regarding the 6904 Parke East Blvd. fabrication• storage• delivery, erection and bracing of trusses and truss systems, soeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tanga. FL 33610SafetyInformationavailablehornTrussPlateInstltuto, 218 N. Lee Street. Sidle 312, Alexandria. VA 22314. Job Truss Truss Type City Ply 0103T12986441 WPO103 CJ3 Diagonal Hip Girder 1 tb 13 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1.5-0 1-5-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=31/Mechanlcal, 2=201/0-10-15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift 3=-17(LC 19), 2=-94(LC 4) Max Grav 3=45(LC 32), 2=201(LC 1), 4=57(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.130 s Sep 152017 MiTek Industries, Inc. Wed Jan 17 13:3B:16 201 B Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-u4tW UNSOYD78946kgN7fg8z4WJvisldcJKdkozuRDL Scale = 1:9.2 3-2-14 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(L-) -0.00 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc pudins. 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=4.2psh BCDL=3.Opsf; h=15ft; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, and 68lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert- 5=44(F=22, B=22) u WARNING - VMry design pammotere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI1-7473 rov. l a*X2015 BEFORE USE Design valid for use only with MI1el0conneclors It1Ls design Is based only upon parameters shown. and Is for on Individual building component, not a truss system. Before rise, the building designer mtni vedfy bhe app licatAlly of design lorcxneters and lxoperty Incoipoiale this design Into the overall building design. Bracing Indicated is to buckling of Individual Iris web and/or chord members only. Addlllonal lemlxxary and permanent bracklg MiTe k' lxevent is always tegr4red for stability and to lxevent collapse with possible personal 611ruy and rxoperty damage. Foi general guidance regarding the 6904 Parke Eesl Blvd. fabrkbatton, storage, delivery, erecllon and bracing of trusses and trim systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tempo. FL 33610SafetyInformationavailablefrombussRafeInstitute. 218 N. Lee Street, Suite 312, Atexan drla, VA 22314. Job Truss Truss Type Oy Ply WPO103 CJ5 Diagonal Hip Girder 2 1b 1301103T12986442 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 a.1dU s aep ra eu I r Wilt en muubimas' Htc. rveu Jail r , to-o. age ID:rtytRhmERah3zfiORgKYR9zPCPY-MHRui?w5BsL_IlfJINuMCuhz1 wYaRJ7mrz3AGEzuRDK 1.5-0 3.9.9 7-0-2 1.5-0 3.9.9 3-2-8 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 TCDL 7.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0-10-15, 4=75/Mechanical Max Harz 2=100(LC 8) Max Uplift 3=-91(LC 12), 2=-159(LC 8) Max Grav 3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.2 DEFL. in (loc) Vdefl Ud PLATES GRIP Ven(LL) 0.10 2-4 >756 240 MT20 244/190 Vert(CT) -0.18 2-4 >440 180 Horz(CT) -0.00 3 n/a n/a Weight: 24 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. 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=4.2psf; BCDL=3.Opsh h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 lb uplift at joint 2. V WARNING - Vorlly dnalgn paramotara and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rov. IaV312015 BEFORE USE. Design valid for use only with MI lek®connecfas. Ihls design Is based only upon ranameters shown, and Is for m trxlivldud bu0dlny component, not a Infs system. Before use. the Ixdlc ing designer must verity trio applicability of design parameters and pop erly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual muss web and/or chard members only. Additional temporary and permanent bracing M iTek' 8 always recludred for stdblllty and to prevent collapse with poss¢Ne personal it*" and Ixopeny damage. For general guidance tegardng the fabrication, storage, delivery, erection and tracing of musses and truss systems, seeANSI/TPI I Quality Criteria, DS8-E9 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information available horn truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WPOI03 T12986443 W PO103 CJ7 Diagonal Hip Girder 3 1 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 6.130 s Sep 1 a 20 i r Mi i ak mausuie5, mc. vveu idn i t i acoo: i o ev i o rage r I D:rtpRhmE Rah3zf iORgKYR9zPC PY-gT7GvLxjyATrNSE Vs5Pbl5E H PKw 1 Akhw4dplogzuR DJ 1-5-0 7.0.8 9-10.1 1-5-0 7.0-8 2-9.9 Scale = 1:21 2 Id 20 = 2x4 = 20 \\ 7-0-8 2-9-9 Plate Offsets (X Y)-- 12'Edge 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 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 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Horz 2=131(LC 22) Max Uplift 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 3-6— 696/272, 3-7=0/359 NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Ops1; h=151t; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 145 lb uplift at Joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb 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 face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3= 75(F=-38, B= 38) 7= 36(F= 18. B= 18) 8=44(F=22, B=22) WARNING - Vor1ly design paramoten; and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7473 rov. 1=3*01 S BEFORE USE Design valid for use only with Mllek® connectors. This design Is based only upon parameters shown. and Is for an Indlvkhral building component, not a fru ss system. Before use, the building designer must verify the applicability of design pmainelers and properly Incorporate this design Into the overall bulldhig design. Bracing IndIcaled Is to prevent buckling of Individual intss web and/or chord members only. Additional lempofary and permanent bracing MiTek' is always required for stablllty and to prevent collapse with possible personal k*rry and p iopperty damage. For general guldarnce regarding the fabrication, slotoge. delivery, ereclion and bracing of fnnsses and trine sysferns, seeANSI/TPI t Quality Criteria, Dab-89 and BCSI SuBding Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tonga. FL 33610 Job Truss Truss Type Oty Ply T12986444 WPO103 D1 Roof Special 1 1b P01103 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.13U s aep 1 a 2Oi r Mi i ek Ineusinub, inu. vveu ddn i r , 3.36. iv cv, o rage , I D:rtytRhm E Rah3zf iORq KYR9zPCPY-I f Ze6hxL)Tbh?cphPowq HJmOykF3v9V31 HY H L7zuRD I 1.0.0 6.8.0 9-0-0 13-0-0 14-4-0 18.8-0 1.0.0 6.8-0 2-4-0 4.0-0 1-4-0 4.4.0 4x6 = Scale = 1:34.1 g 1.54STP= 30 = 30 — e 2x4 II 1.5x8STP= 4x6 = 1.5x8 STP= 3x4 = 3x4 = 6-8.0 3-10-0 2-6-0 1-4-0 4-4.0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.09 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 2-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 78 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11.3 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=164/0-8.0, 2=530/0-8-0, 9=710/0-8-0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav 7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672/597, 3-4=-604/636 BOT CHORD 2-11=-407/550, 9-11=-527/617 WEBS 3-1 1=-1 11/265, 5-9=-269/231, 4-9=-654/527 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=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterlor(2) 5-0-0 to 6-8-0, Corner(3) 6-8-0 to 18-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplill at joint 9. 0 WARNING - Verity daafgn paramofors and READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE 11,10.7473 rov. 1ar03I1015 BEFORE USE. Design valid for use only with Mllek® connectors. This design Is based only upon parameters shown. and Is for an Indlvldual building component. not a Inrss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate thts design Into the overall building design. Effacing In dicoted Is to prevent txrcklln0 of Individual tars webrand/or chord members only Addlllonal Temporary and permanent txackng M iTe k. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labricatton, storage. delivery, erection and tracing of trusses and Inns systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avallable from Truss Plate institute. 218 N. Lee Street, Sulfe 312, Alexandria. VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply T12986445 WP0103 D2 Roof Specral Girder 1 1b P0103 Reference o lional Builders FlrstSDurce, Tampa, Plant City, Florida 33566 a. tau s aep is 401 r Iva, an muuauius, me. vrvu ar, , ..cv cv,v aye I D:rtytRhmE Rah3zf I ORgKYR9zPC PY-ms70K 1 yzUnjYcmOtzW S3q W J b?8S6eaYDXxlgtZzuR DH 1.0.0 6-8-0 11-0-0 16-4-0 18-8.0 19-8.0 1-0.0 6-8-0 4-4-0 5-4-0 2.4-0 1.0.0 Scale = 1:34.2 4x6 = g. r.axo a. r — 4x6 = — 2x4 11 4x6 = - 1.Sx8 STP = 3x43x4 = = 6.8.0 4-4.0 2.4-0 3-0-0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.10 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.17 10-12 >889 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code F13C2017/TP12014 Matrix-SH Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=590/0-8-0, 6=372/0-8-0, 9=490/0-8.0 Max Horz 2=44(LC 8) Max Uplift 2=-163(LC 8), 6=-127(LC 5), 9= 117(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 841/207, 3-4=-803/202, 4-5=-321/112, 5-6=-370/107 BOT CHORD 2-12=-131004, 10-12=-303/1088, 9-10=-285/1044, 8.9_ 285/1044, 6-8=-70/330 WEBS 3-12=- 44/349, 4-12=-449/214, 4 -1 0=-308/125, 4-8= 796/325 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.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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) 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 163 lb uplift at joint 2, 127 lb uplift at joint 6 and 117 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 Ito down and 23 Ito up at 13-7-4, and 20 lb down and 23 lb up at 15-7-4, and 86 lb down and 93 lb up at 16-4-0 on top chord, and 13 lb down at 13-7-4, and 13 lb down at 15-7-4, and 20 Ito down at 16-4-0 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 (plf) Vert: 1-3=- 54, 3-4=-54, 4.5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=24( F) 8=-O(F) WARNWG • Vadly dos/ yn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rov. 10103,2015 BEFORE USE. Design valid for use only with Milek® connectors. this design Is based only upon paaameters shown. and Is for an Individual buldirlg component, net a Ir uss system. Before use, the building designer must verify the aprllcablilty of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional lernporary and permanent bracing Welk' 5 always required for stability and to pxeveni collapse with possible personal Imlay and property damage. For general guidance regarding the fabrk;ation, storage. delivery, erection and bracing of hisses and truss systerns, seeANSI/1PI I Quality Criteria, DSB-89 and LCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ory Ply1[ 0103 T12986446 WPO103 E1 Hip Girder' 1 1 Reference o ttonal Builders FirslSeume, IBmpa, Ntanl uiry, Fiorioa JJbbb D. ioub oup ID evIf rva r an uruuaul—,nip. rrcu ual, 1, to--1 avU. ID: rtytRhmERah3zfiQRgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7N6JMmb1 NP?zuRDG 1. 0-0 5.0.0 8-4-0 13.4-0 1. 0-0 5.0.0 3-4.0 5.0-0 4x6 = 4x6 = Scale = 1:24.3 1. Sx8 STP = 2x4 If of)(4 If 1.5x8 STP = 3x4 = 3x4 = 5. 0.0 8-4-0 13.4.0 5- 0-0 3.4-0 5-0-0 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.09 5-6 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 rVa n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=721/0-8-0, 2=801/0-8-0 Max Horz 2=41(LC 12) Max Uplift 5=-243(LC 9), 2=-274(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1413/482, 3-4— 1250/454, 4-5=-1411/478 BOT CHORD 2-7=-403/1238, 6-7— 400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4-6=0/306 Structural wood sheathing directly applied or 4-6-8 oc puffins. Rigid ceiling directly applied or 9-2-13 oc bracing. 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=1511h Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at Joint 5 and 274 lb uplift at Joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 lb up at 5- 0-0, and 60 lb down and 87 lb up at 6-8-0, and 188 lb down and 185 lb up at 8-4-0 on top chord, and 116 lb down at 5-0.0, and 52 lb down at 6-8-0, and 116 lb down at 8-3.4 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: 1-3=-54, 3.4-54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-141(F) 4=-141(F) 7=-72(F) 6=-72(F) 8=-60(F) 9=-26(F) WARNWG - Verify design paromoters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11.7473 rov. IOM311015 BEFORE USE. Design valid for use only with Milek® connectors this design Is based only u1»n Ixuarnoters shown, and Is for an individual building component, not a truss system Before use, the txdlding designer must verify the alVicaWity of design pxuameters and Ixoperty Incorporate this design Into the overall design. Bracing Indicated Is to buckling of InclMdual truss web and/or chord members only Additional temporary and permanent bracing MiTek' WildingpreventIs always teciuired for stability and to Ixavent collapse with possible personal Wray arxi property damage. For general guidance regarding the 6904 Parke East Blvd fabxkatkm, storage, delivery. erection and tracing of trusses and terra systems. seeANSI/TPI I Quality Criteria, DSB-E9 and BCSI Building Component Tangs. FL 33610 SafetyInformationavailablefromtrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0103 T12986447 W P0103 EJ3 Jack -Open, 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMksrtX10N77Mmbl NP?zuRDG 1.0-0 2-4-0 1-0-0 2-4-0 2x4 = 1.5x8 ST P = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 3=28/Mechanical, 2=168J0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12), 2=-74(LC 8) Max Grav 3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. In (loc) Udell L/d Vert(LL) -0.00 2 >999 240 Vea(CT) -0.00 2-4 >999 180 Horz(CT) -0.00 3 n/a rVa Scale = 1:9.4 6 PLATES GRIP MT20 244/190 Weight- 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc pudins. 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=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni 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 27 lb uplift at joint 3 and 74 lb uplift at joint 2. Q WARNING- Vardly doslpn pantmoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11,1114473 rev. 1003,2015 BEFORE USE Design valid for use only with WlekO connectors. fhFs design Is based only u{ on rysameters shown, and Is for an IndlOchwl building component, not a truss system. Before use, the building designer mrrst verify the ap lAl ;ability of design parameters arid pxoperly Incorporate this design Into the overall Wilding design Bracing Indicated Is to Ixovenl brlcklirtg of Individual truss web aril/or chord members only. Additional temporary aril permanent bracing M iTek' Is always required for stablllty and to prevent collapse with possible personal Initay and Iroperly damage. For general guidance regarding the 6904 Parke East Blvdfabrication, storage. delivery, erociion and braebng of Irusses and buss systems, sueANSI/rPI I Quality Cdtarta, DSB-a9 and BCSI Building Component Tarrpe. FL 33610SafetyInformationavaliabllefrombussRateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0103 T12986446 W PO103 EJ5 Jack -Open 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 If. 13U s Sep 16 2017 Mi t ex industries, inc. Vied Jan i r i 3:36;22 20 i a rage i 3x8 = 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/slze) 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 = 1:14.9 DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. 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=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(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 truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING- Vedfy doslgn par nofors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7473 rov. 11103R0IS BEFORE USE. Design valid for use only with Mllek® connectors: M design Is based only upon parameters shown. and Is for an Individual b ullding component, not a truss system. Before use. Iho building designei must verity the applicability of design parameters and Ixoperly Incorporate this design Into the overall building design. Biactrig Indicated Is to prevent txickling of Individual truss web and/or chord members only. Additional temporary and permanent Lxadrtg MiTek' Is always required for stability and to prevent collapse with possible personal Miry and property damage. For general guidance regarding the fatxIcalion, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available tiom buss Plate Institute, 218 N. Lee Street, Suite 312. Nexandrla, VA 22314. Tampa. I'L 33610 Job Truss Truss Type Oly Ply WP0103 120 T12986449 W POI03 EJ7 Jack -Open 1 Job Reference o ilonal Builders FlrslSource, Tampa Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:23 2018 Page 1 I D: rfylRhmE Rah3zfiORgKYR9zPC PY-ARo9y3_rni57TD7See?mS9xONLapr t cf Dv W U UuzuR DE 1.0-o 7-0-0 1.0.0 7-0-0 3x8 = 1.5x8 ST P = Scale = 1:19 8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl 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 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 23lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 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.Opsf; h=15fh 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 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 102 lb uplift at joint 3 and 85 lb uplift at joint 2. WARNING - Vorlty doslpn peramotore and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M13-7473 rev. faV312015 BEFORE USE. Design valid for use only wllh Mllek® connectors. 016 design 5 based only upon p mameters shown. and 6 for an individual building component. not a truss system. Before use. the building designer Must verily the appllcablIty of design pxnarneters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to pxevenl buckling of IrxlMdual miss web and/or chord members only. Additional lemporary and pefmanenl bracing WOW 5 always required for stability and to Ixevenl collaim with possible personal "and property damage. For general guidance regarding the labxkation. sloroge, delivery, erection and bracing of muses and Inns Syslems. sawANSI/TPI I CUallty Criteria, DSB-E9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria VA 22314 Tompa. FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless Y. y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. V/l d' For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS 0 of O 2 U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M1I0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type. stze, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and s¢e, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 R. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. E DEARWG HEIGHT 5GHEDULE 38-0-0 13-8-0 11-8-0 12-8-0 a BJI m m I m m 1 C I0.A ti FYI III dl BJ3 R7B B RI RI I RI RI m m RI m m RI cp m RI m AI 10 RI 1 R1 R1 p6- m m BJI LS BJ3 n Bf uI t9 co II n n II I u 11 I m I I II II II I II II I S Ati FIJI III IM T cfi WII a I 00 S II I I BJI II I II 19-4-0 5-4-0 m m 10 0 NOTE5: L) REFER TO HID 91 (RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY 8RALIN6 ) REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRALIN6 REOUIRED 2.) ALL TRU%E5 (I%LIIDIN6 TRUSSES UNDER VALLEY FRAMM) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE ORACINNG REQUIREMENTS 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUILDER. 4 ) ALL TRUSSES ARE DES16NED FOR 7 oc. MAXIMUM SPACIN6. UNLESS OTHERWISE NOTED. 5) ALL WALL5 SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARIN6. UT -LESS OTHERWISE NOTED 6) 5Y42 TRUSSES MUST DE PN5TALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRUSS HAN46ER5 TO DE SIM1PSON KTU26 LN.ESS OTHERWISE NOTED. ALL FLOOR TRUSS RANGERS TO DE SIMPSON THA422 UNLESS OTHERWI5E NOTED. D) DEAMRIEADER&INTEL (HOR) TO DE FURNISHED DY DIIILDE? SHOP DRAWING APPROVAL THIS LAYOUT IS THE SaE SOURCE FOR FADRICATION OF T1166ES AND VOIDS ALL PREYI01N5 ARCHITECTURAL OR OTHER TRUSS LAYOUTS REVIEW AND APFROVAL OF THIS LAYOUT MUST DE RECEIVED WORE ANY TRUSSES WILL DE DOLT. VERIFY ALL CONDITIONS TO INSURE A6A161 CHANGES THAT WILL RESULT DN EXTRA CHARGES TO YOU Dth01 ._ D0 Builders FirstSource Orlando PHONE: 407-851-2100 FAX 407-851-7111 Plant City PHONE: 813-759-5951 FAX 815-752-1532 L ER. Starlight Homes I: 1769 Hawking T AI ADDt[%. WPO103 DIAIY i 11-7-17 Josh 14, RECORD COPY City of,Sanfoc;,..;-.:,i,a Building and Fire Prevention Product Approval S ification Form J Permit # # 1 $ - 1 2 5 1 oF Project Location Address 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.floridabuildin-g.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. I- : trly Category / Subcategory i Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 F L9174-R 12 Roll U Automatic Other 2. Windows Single Hung Silvedine 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 l June2014 1 rim, Category/ Subcategory l11 Mdbufaefurei. ' ° 1 6n^Itr.lin,:'rlpi7imall Product I Description Flofida- A0proval #- includin %eciinal 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 / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 r?r I.; : CategoryYSubcategory af„"•-'• ' Up r Manufacturer•:.'',;t f- I Product r -Description Florida Approval include' decIrr'" 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 FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 3 1 /2/2018 Florida Building Code Online lit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Sean dba rI( 1 ^ Product Approval I" USER: Public User rm Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail M FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory 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) Equivalency of Standards.odf https:/ANww.floridabuilding.org/pr/pr_app_dti.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 v—Ib --v pa icu J 15036.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 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product, Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 lI (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 FL15036 R2 AE fa) 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 FL15036 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 H (a)Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a)Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration Installation Instructions' IIFL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes' Evaluation Reports FL15036 R2 AE (a) Eval15036.6.odf Created by Independent Third Party: Yes, https:/Avww. 1/2/2018 15036.7 CsicCraft Fiberglass Doorrg. 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non- mpact" [mpact" 5idelite - Outswing / Inswing (OX or XO) Configuration - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.Ddf 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.pdf 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" 5idelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.8.Ddf 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 FL35036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. 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 FL35036 R2 II (a) Inst 15036.9.Ddf 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 additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.9.odf Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelltes - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.12df 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 additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.30.pdf Created by Independent Third Party: Yes particulars. 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Product Approval Accepts: ElM® El a SCCu ri tyAt E'I'R I CS' hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 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 Autliorization No 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial 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. 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-15036.6 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. 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. 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 J106CIQII, Signed 8 Sealed by SC(-IA4 o0o Lyndon F. Schmidt, P.E. dop10 No 43409 STATE OF R Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 THERMAITRU 0 DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 931 S #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 a less than 45 degrees. TAKE OF CONTENTS SHEET f DESCRIPTION 1 Typical elevations, desgn pressures S general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame onchorng - 1 X buck masonry construction 7 Bll of Materials 3 Components 37.5" MAX. OVERALL WIDTH rz = = •` OVERALL::, ;DESIGN PRESSURE (PSF) 4 SWING.-. DIMENSION POSTTIVE' NEGATIVE; INSWING 37.5" x 98.0" +75.0 -75.0 OUTSWING 37.5" x 96.5" +75.0 -75.0 Z Q" O O ory\ U N •; yC 9Ea Z O Z U0 N[s 9gLa maa tU 4 O O Z Ei 9 A 3aLj IvC' w UO W Zcc0O Ck:0 2 W I Oz ig ¢ dQu m R co W o a a a oAn: 02124112 SCAU N T S. DWG BY. JK a«. Br: LFS DAAWWG NO: FL-15036.6 36.0* MAX. DOOR PANEL WIDTH 2 v 0193 1;=::n 17=1 0m z 0 9 0 9 ;u-- - etOC PANEL NOTE' WOOD DOOR COMPONDM: OAK JSG - 0.67) EXTERIOR 46 n INTERIOR HORIZONTAL CROSS SECTION EXTERIOR 1.4Er ciz OTT; z 0 co 0 0 Z' c e NM C; - m 0. (L ol6Z INTERIOR 1.49" 1.4F L T- r2'VERTICAL CROSS SECTION scAm N T.S. ING gy: JK CHIL BY. LFS DRAW NO.: FL— 15036.6 SHEET 2 oF 7 St 4 a 1 2 1.1/4'MIN. `` •C; 4 4 EMB. (TYP.) = r X. n so Y'•. :' 6J c a n U N 0 8 a Z o Z c{i 40 7 ^`3 9m2W01 21 INTERIOR a m a a V ^, n4 E Zo 1 2 a o. Jo3a 3 3 3 3 g Z EXTERIOR 10 H y z W 9 WU 13ExW xo d 3 HORIZONTAL CROSS SECTION ~m U I-1/1'MIN. 3 Shownw/IX sub -buck 1-114-NJN. o EMB. (TYP.) 4 EMB. (TYP.) a D B o.1 s 0 15, C D C' YP.) m CmSINi )IYP.) L m mLIP. 20 0 0NN 8 VI 8 ZWW 7 7 INTERIOR INTERIOR o o x W il as Q EXTERIOR EXTERIOR 10 K N Z wn 02 24 12 L 27 9 suu. N.T.S. C E oxo BY. JK E CHK !/ LFS E No - HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION u FL 15 3 Outswing shown - Inswing 3 Outsw ng shown - inswing FL-15036.E also approved also approved v ¢r 3 or 7G — 3 M 0 O z z f a z E V v v v z dr EXTERIOR INTERIOR pg% ZOGDO UN..Z y o O x Z j n n C Z m V N Ni 9 piaE 6 m'aaIT 3 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION 4 Outswing configuration 4 Outswing confgurotion see general notes, sheet 1 see general notes. sheet 1 for 'HVHPwater infiltraton for rivHPwaterinfiltration requirements requrements va gg m 4 C EEZ 19 C) O 0 r= 88 Ln QLnJ (= In S W m K U K O a I O L. 02124112 1 LE. N. T. S. c BY: JK m er LFS 3 x, NG ;iF FL- 15036.6 0 ar 4 OF 7 ON I 7 D f MASONRY OPENING; J TYP. HEAD b JAMBS 4 L 2x sucK — o W BUCK ANCHORING STRIKE JAMB For DP <= 48 PSF MASONRY OPENING FRAME 2X BUCK I _ L to TYP. HEAD — b JAMBS ol o f D MASONRYMASONRYJTYP. HEAD OPENING 3 OPENING b JAMBS FRAME J a 2X BUCK Inui r 2X BUCK. 01 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. ' MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT_ TO MASONRY- EDGE TO ADJACENT ANCHOR ITIN o 1/4- 1.1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON scram wwwi.."rn roinw nvn w.a. I. Molntain a minlmnm S/B• wipe distance. I •end dbfonce. 6 1• o.c. spocksp G wood screws to prevent me spitting of wood. BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF LATCH t DEADBOLT DETAIL O2 i n N'••. ryGJ` c nn r Z o 0 0Z o 111 1l a sv ': oZU Ea O g 9m CW TYP. HEAD b JAMBS — o 4S c av NpNO r Q: C O7p 0 c0 ZZ2 m WK Wwzwi 2 Np C. o 0 hc w mm FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL v c b W i 0 N_O C Z a c 02 24 12 U: N T S. ` ErY. JK i a+: LFS 3 a G NO, o FL-15036.6 xr 5 or 7 a MASONRY OPENING FRAM IX BUC STRIKE JAMS FRAME ANCHORING Masonry I X buck constructon For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor bcations noted as 'MAX. ON CENTER' must be adjusted to maintain the mtn. edge distance to mortorjoints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER' dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. - MIN. CLEARANCE MIN. CLEARANCE TYPE' SIZE EMBEDMENT TO MASONRY . EDGE' - TO ADJACENT'. ANCHOR Ins 1/ 4' 1.1/4' Y 4- TApCON ITY/ . 31P TAICON II. Maintain a mWmum 5/8• edge distance. I' and distance, d I' o.c. spacing of wood screws to prevent the splitting of wood. to 7 Ci 1 HINGE JAMS MASONRY OPENING FRAME IX BUCK LATCH A DEADSOLT DETAIL FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and DP <= 75 PSC HINGE DETAIL E: 02124112 i LE. N. T. S. G ev: JK m' L BY-. LFS 3 wG NO.. R FL-15036. 6 0 ET _ L Or % N Q BILL OF MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= 0.55WOODrA2XBUCKSG >= 0.55WOODMAX. 1/4'SHIMSPACE WOOD 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X 1-3/4' ffW CONCRETE SCREW STEEL G 3/16' X 3-1/4" PFH ffW CONCRETE SCREW STEEL H I /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2-I/4' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-314' PFH ffW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L B X 2-1 /2' PFH WOOD SCREW 1.15" MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE 5G >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6,000 PSI FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE N': za Q e O cl I // `\in o F 2.36' —1 y u N L' o oz0 zp 9 m C W O19 20 HEAD i SIDE \l }{ ` m a j m a a` Jamb \ V, a 4 g3 d 83a 1-- 2.20" --{ 1 I Ln o F-1.63• - I o W z ma JI EUMP FACE THRESHOLD LOW P OFHE c o y0 00 m < J4 mo 0 s 5.75" a a m L mT T N N t1 N f<f z SELEADJUSTINGSADDlE1HREHOLD W W o 3J is 0e 00 W W 4.56' o F e Y N .-. O 0 Z arc 02 2 12 = Scar N.T.S. o HIGH WATER DAM THRESHOLD Mr. BY. JK m 39 cm. BY. LFS 3 DRWM NO. a n FL-15036.6 0 sNR'r 7 0< 7 a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Pltone 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 Door w/ Sidel(te 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-15036.7 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: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 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. Drawinq 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. sy`r+t[aaat;o Signed & Sealed by d° °Pfo Lyndon F. Schmidt, P.E. o% , • ' / mom Signed & Sealed by ono •.G r rJS:•. e SLyndon F. Schmidt, P.E. No 43409 v o Lyndon F. Schmidt, P.E. O'.•. STATE Cat J' 441 FL PE No. 43409 i , 4 O 1eo`` 10/16/2017 p'0° i` S' I` A s IHERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT' GENERAL NOTES I. 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 "HVHr this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHr' requiring wind bome debris protection this product 4 required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S 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 this drawing 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 sidefites meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill items #31 3 #33 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shall be installed (in the'HVHrj only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle hetween the edoe of conoov or overhana to sill is less than 45 decrees. TABLE OF CONTENTS SHEET i DESCRIPTION I Typical elevations, design pressures R general notes 2 Door panel details 3 Sidefite panel detals b Glaring deto0 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 1 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 1 Bill of Materials 6 Components ai 53.13" MAX. OVERALL WIDTH -{ L5 0zz H O E a V S = w w w O P P DESIGN PRESSURE (PSI)-. --- - - _ OVERALL WITHOUTSURFACE. _ WRH SURFACE, _' SWING-= FRAME-_-, DIMENSION.' BOLTS - - - BOLTS., - POSITIVE : NEGATIVE = POSITIVE== NEGATIVE=_ INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OLITSWING I 53.13" x 96.5" 47.0 47.0 60.0 aTE 02124112 sure N. i.5. cwr. ar. LFS FL-15036.7 Fr _L OF 9 a a EXTERIOR off n Z rc'ip 43 42 v•. o0 mayzA INTERIOR 46 L 5 o r a v 94. 1 HORIZONTAL CROSS SECTION o gg 0 = 36.0• MAX. 2 8 3a DOOR PANEL WIDTHF22 o Ja 00 W 01113 EXTERIOR INTERIOR 4.11' m o 0 0 1.46• { T z cca J Ix::[ a a In Inma ^. g v O 2 2 i0P RAIL UTCH STllf c c h N N V) NHp W W ZO O O Q, III 1._4_9•_ I c D DOOR IAT J Q.i 40 CPA 0. r, in NOTE SG WOODDOOROAK >= I o.s11 z L) o. ro- 02 24 12 : SCALE: N.T.S. u HINGE STIIf S LOTTOM RAIL K-2-- VERTICAL CROSS SECTION 04. BY: JK to 2 pa.8Y. LFS ? MWING No a N FL- 75036.7 0 N SNCC7 2 OF 9 0 4 13.7 PANI 7. D.L SO SIDEIliE PANEL NOTE: WOOD SIDEUTE COMPONENTS: PINE (SG -0.42) NOTE: 1. Spacing for item 418 d 629 (lite trome screws) is as follows: From the bottom up on sides: 6.5, with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION X GLASS UU BITE oa0 MIN. 26 1/2"MIN.o Wo ASS THK. 25 22 GLASS THK. 1 Z EXTERIOR w S 1/8" 1/8" m 7 c' TEMPERED TEMPERED W GLASS GLASS o o EXTERIOR INTERIOR ofa AIR SPACE AIR SPACE m TTEAIRED INTERIOR TEMPERED GLASS 24 GLASS L r rII I S 1 SIDIUTE TOP A BTM. Ral GI GLAZING DETAIL 5lruL"ted glass w/ pvc Ole frame VERTICAL CROSS SECTION 3 DAM 02124112 swt: NJ S. DWG BY. JK CHK Irr: LFS DruAvc NO: FL-15036.7 SWEET _L OF 9 f r i SEE NOTE I I O.IS 1— C'SINK IT P•) B C 1.1/4"MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) n 4 Outswing shown - Inswing also approved 6 INTERIOR OTE: I. The sidelite is direct set into the jamb with (12) item AM (N8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31 48.5' S 66". D INTERIOR 1 a 21 EXTERIOR 1 4 d SEE NOTE I EXTERIOR 2 HORIZONTAL CROSS SECTION q Outswing configuration 1.1 /4" MIN. DAB. VYP.I INTERIOR al lu EXTERIOR 10 10 O ` 61 5 HORIZONTAL CROSS SECTION 3 4 5 S S 5 4 Shown w/1Xsub-buck EXTERIOR 0.157 CSINK INP•) INTERIOR \---" v 4 HORIZONTAL CROSS SECTION q Inswing configuration 0.157 CSINK rrP) INTERIOR Z jO Lan 111, hz U N •; v U • z i n CCe E m z 0 U m 0 ci 00. r( C 0 ° z 1i a o 0: C, v, O ly 2V E zW Wm ut 2OU U Ko 1-1 /4' MIN. EMB UYP) a a EXTERIOR QO)_ 10 3%HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved F 02/24/12 z LE. N T.S. er JK m L er LFS 3 xw0 NO.: 0 FL-15036.7 " a i7 4 OF J 0 4 VERTICAL CROSS SECTION Inswing configuration see general notes. sheet I for "r Water infiltration requirements 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HvHP water Infiltration requirements 2 VERTICAL CROSS SECTION Shown w/IXsub-buck see general notes, sheet I for'HVHT water infiltration requirements n iL G, 1•• 1% rrr1a O _ rUN •; op a • Z { t0 p Cc 9O4i 0 a: 4 iE cc w III. Vv l c. 02 24 12 aL N.7.S. BY. JK C. er LFS w G NO FL- 15036.7 n 5 or 9 11 50 M i — oV SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE 11 M , 1101jolo',? 3 VERTICAL CROSS SECTION 6 Outswing configuration z Y Y m EXTERIOOR` SEE NOTE 1 m INTERIOR 5 VERTICAL CROSS SECTION fi Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck 0A d m f *1 11 u m r.. i gzj Em omoa i maa o 9z W NOTE: 1. Anchors ass'y thru head and sill of 4" in from each corner end. A VERTICAL CROSS SECTION fi Inswing configuration E' 02 24112 o BY: JK C. Rr. LFS 3 k" G NO: FL- 15036.7 C Er _ L or 9 G Wy I I I_ SEE DETAIL I D to MASONRY TYP. HEAD 8 MASONRY OPENING TYP. HEAD — li. JAMBS OPENING 3 JAMBS M TYP. MULLION SHOWN FOR L FRAME REFERENCE 2X BUCK ONLY C O 2X BUCK 1 I F TYP. — tq O BUCKANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE. MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY. ' EDGE TO ADJACENT ANCHOR' TIN e 1/" 4 1.1/4" 2" 4" TAPCON ELCO e 1 4" 1.1/,r ULTRACON ITW o 3/16" 1.1/4" 3" TAPCON WQ(JI).NGNCW IMIALLA11UN NUICJ: 1. Maintain a minimum 5/8" edge distance, 1"end distance. d I"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB LATCH i DEADSOLT DETAIL 1 I — SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck conrucsttlon L IOUTSWING INSWING 63 DETAIL 1 Attach surface bolt strike plate to frame OUTSWING as shown(Outswing) INSWING 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold OutsvAng) z on za o m dz g Y on •• e;z 3 A 9m0IL oa Nv V\ mda` CD C o ozgEg cW 1d 8, N2 3U zZ, aZZ o m WK XLU 0 j O YY UvOz a mm a HINGE JAMB 63 64 DETAIL 1 Attach surface bolt stoke plate to frame as shown (Irnwing) 64 63 1;; T DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) HINGE DETAIL u N.T.S. BY; JK m BY LFS 3 WG NO.- FL— 150-36.7 a n 7 or 9 O 4: 4' ZIA, M OUTSWING L INSWING ' N': i *° O. o m SEE DETAIL I i , ••••.... •(/.` 5 >° o o r9i m i M OUTSWING o N •: J D 2 0 Z U L INSWING2. 1 TYP. HEADS m a C. MASONRY JAMBS vOPENING E `o i ED BOLT DETAIL 3a TYP. _ Y 9 co U FRAME tj 10 zN 0 10 S m o U LL =K w L) co a FW N Wo 3 a I o 1 X BUCK 4t HINGE DETAIL u a E I F — 67 63 m TYP. i N I SILL m V N 63 64 _ Z W W O SEE DETAIL 2 DETAIL 1 DETAIL 1 S STRIKE JAMS 1 HiNGE JAMB Attach surface bolt Attach surface bolt o 0 Q FRAME ANCHORING stoke plate to frame stoke plate to frame a CONCRETE ANCHOR NOTES: Masonry 1 X buck construction as shown (Outswing) as shown (Inswing) c 3 c 1. Concrete anchor locations of the comers may be adjusted to maintain the m(n. a Q. edge is to mortar jofnts. 65 66 of2. Concrete onchorlocot(ons noted as 'MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors n + o may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. - o 3. Concrete anchor table: o - o Z N Z a 63 a 02124112 10, 63 WALE- N.T.S. ° W orrG. BY: JK m DETAIL I DETAIL 2 a«. rn: LFS 3EAttachsurfacebotrAttachsurfacebolt WOOD SCREW INSTALLATION NOTES: Ga FL no strike plate at the threshold stoke ate at the threshold N n I. Maintain a minimum S/If edge distance, I"end distance, IL I' o.c. spacing of (Outswing) (Inswing) FL-150J6.7 a o wood screws to prevent the sprrtting of wood. S.EV EI or 9 O ANCHOR ANCHOR - MIN: MIN: CLEARANCE MIN: CLEARANCE TYPE SIZE;: EMBEDMENT 70 MASONRY - i0 ADJACENT. EDGE ANCHOR TA CON RW 7/16• 1.1/4' 3' TAVCON OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LRE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SI 4,0 o'.Q n r: u( && w. z F O om W'• C.7 Loin J m miNn I II I I11``` onmi U N •• n mda`4 m € =Z a z JO n g Qo GW pV m J o m O H o a a E o E m z f° I I ' W ozo S r 2.17 --{ 1 1 wIrION oI-- 2.36' --I T W HEAD t SIDE 4 63' i A A u 19 10 Jamh 16 OUiSWING SIDEUfE 31 EUMP FACE THRESHOLD !OW PROFILE N c Spacer 2.36 F- 1.68 —1 I — 2.1 --{ 1.68' 5.75 -1 ^ z a I 1.6r I I I I I N_O o arc:02 24 12 : z J- Irk a i +d - L Swe N.T.S. a EI —.s3 I owc. a JK Co I I cw . er: LFS ; INSWING SIDELIfE 39 NIGH WATE DAM THRESHOLD 23 L Cr CLIP LTTE FRAME IS IN 26 L C UP UTE FRAME 6i 33 SEIf ADJUSTING SADDIf TNREHOLD ORAL Ra" oFL-15036.7 SNm 9 a 9 0 BILL LIt I a 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 Audioriration No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 116 Industrial Dr. Fiberglass 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. 61G20-3, 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. 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 TEL 06-1031-4 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 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. 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. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL RW 3. Cal ul tions 8 Prepared i bg Consultants, Inc. (CA #9813) k%;% 5 t j 5..( S gned 8 Sea ed by ndon F. Schmidt, P.E. Anchoring RW Building Consultants, Inc. (CA #9813) o° ''.•'G F N S;;• ; okyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. o No 43409 n 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management = 14. Institute, certifying that Therma Tru Corporation is manufacturing products -0 : ' QV 13 ST T E )}- ` 1D Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and . • Guide 53. % 0. F, , °• FL PE No. 43409 o A • • < r; • \ ` 10/16/2017 Sheet t of 1 ° ergs tl0 THERMANTRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING FFNOWIMPACTrr GENERAL NOTES 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For Zx stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering anolysls by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sideltes meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items H31 1S f133 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZj only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edoe of conoov or overhana to sill is less than 45 dearees. TABLE OF COtMtM SHEET 0 DESCRIPTION I Typical elevations, design pressures 8 general notes 2 Door panel details 3 Sidelite panel details 6 Glazing detaif 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction B Frame anchoring - 1 X buck masonry construction 9 Bill of Matena6 d Components 68.5" MAX. OVERALL WIDTH O O z 3 i z O M wS sW7 LL LL b rn P P e SWING OVERALL- FRAME - DIMENSION' DESIGN PRESSURQPSF) WITHOUT -SURFACE = BOLTS = W/THSURFACE- BOLTS- POSITIVE _- NEGATIVE _ POSITIVE-__ NEGATIVE. - INSWING 68.5" x 98.0•' 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 DATE 02/24/12 SCAM, N. T S. DWO BY. JK one BY. LFS ORA-M ND - FL- 15036.8 SHEET 1 OF 9 i f i c i 3 n c li z E 2 E i r EXTERIOR 46 = * • <-3 42 z° Q'•O- dm ri OnVN .. b.p g E z m o V INTERIOR 46 $ g `u $ 9 o e ac/ 7 L7maaT 4cc= 2 HORIZONTAL CROSS SECTION Q j W 36.(" MAX. a DOOR PANEL WIDTH 2 ,• J a: a 20 0 0 EXTERIOR INTERIOR WcSD w ¢a 4.11" m o 0 i 'm 0 ^ L O 2 12 iOP RAIL IJ UTCH STILE o 0NN Z LeiW W o d N 0 0 1.49 ¢o a j 6 10 DOOR PANELClassiccraN .. - •n _ F NOTE. WOOD DOOR COMPONENTS' OAK 1SG >= 0.67) ' • 7 _ _ 45 N z DAM 02/24/12 i W HINGE STILE 4S 60TTOM RAIL SCALE: N T S o VERTICAL CROSS SECTION MG BY: JK m' 2 cHx. BY: LFS 3 DRA.NG ND.: N FL- i50J68 o SNEEf _L OF 9 ON 13.7 PAN] 7. D.L 2I 1 SIDEl1TE PANFL Q NOTE WOOD SIDEl1TE COMPONENIS: PINE (SG - 0.42) Z NOTE: a 1. Spacing for item It 18 S 829 (lice frame screws) is as follows: From the bottom up on skies: 6.5". wish 2 (7) more spaced al 9.88" o.c. there Ore (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION 5" GLASS BRE MIN. 26 SS THK. 25 1/8' EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIOR GLASS L TI-- I .S3- -. —T ST SIDEUTE TOP A BTM. Rai GI GLAZING DETAILSInsulatedglass W/ Pvc rite frame I I t I I S1 SIDELITE STYLE 1/2" MIN. GLASS THK. I/8" TEMPERED GLASS EXTERIOR FAIR SPACC TEMPEREC GLASS At z Y• C. o Cmn 10 Rm= ST 0N•: n pC o 0po1 Z 0 z a 8cp 9m Cw a o. 4ma 9 li OZ g3 8 3a NN b INTERIOR 2 VERTICAL CROSS SECTION 3 DAM 02124112 SOUL' N.T.S. DWG. BY. JK ua. n LFS OKA-WG NO FL-15036.8 SHEET _L or 9 1-1/4•MIN. EMB. (TYP.) CC i i SEE NOTE I INTERIOR dl ® ® INTERIOR 4 EXTERIOR 1 44\ EXTERIOR I O.IS I-- CSINK 17 ` r ( TYP.I [ C D 1 HORIZONTAL CROSS SECTION 4 Outsw ng shown - inswing 5 4 3alsoapproved 0.1 S C'SINK T1'P•) ITTIUS10;, SEE NOTE I M 27 40 EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Outsvdng configuration 4 Outswing configuration TE I SEE NOTi 1.1 U" MIN Jll l HORIZONTAL CROSS SEC77ONCROSSSECTION 4 Shown vo X sub -buck NOTE: I. The sidelile is direct set into the jamb with (12) item k M (118 X 7' PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5". 31"• 48.5" d 66". 0.1 S C'SINK --1 TYP•1 194:11I`1:9116 I • • • W.i, ., .u 1111 1 A CROSS vInswing configuration vInswing configuration v 62 JINTERII 41 VERTICAL CROSS SECTION Inswing configuration see general notes. sheet 1 or'HVHZ Water infiltration requirements D D 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for'HVHT water infiltration requirements 2 VERTICAL CROSS SECTION Shown w/IX sub -buck sheet 1 infiltration I•' iSo:J n Z IIIIII t t Z dm o UN "Z r. A`` v a ii Em z a N Nn 9 d Ga mda U. CDoZ Tr Z 8 O U In C Ln C u o m n U CO 00 a DATc 02124112 SCAM N T.S. DWC BY. JK oac. m LFS DRAWWG N0.- FL- 15036.5 sNccr 5 of 9 C 50 I yza SEE NOTE 1 V INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE I f M F V11,'%1 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE I Z y v INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 ixa Z 19 Omgo- amain rrr 1 tt i d m 6 T Cd55 U N •: 0z o g u ` avNcondi0mrd c 0 o E o0 INTERIOREXTERIOR 21 VERTICAL CROSS SECTION C z 6 Shown w/IX sub -buck o 0 U m in NOTE: uo N o 1. Anchors ossy thru head and m 7 chi sill at 4" in from each corner end. jl o 0 a a 441 VERTICAL CROSS SECTION d Inswing configuration OAM 02124112 = scue N.T S DWG Sr.. JK m CHIC. BY. LFS 3 DRAWNG NO.. R FL- 15036.8 a sHCrr 6 OF 9 " C MASONRY it TYP. HEAD OPENING d JAMBS SEE NOTE I MULLION 2X BUCK SHOWN FOR REFERENCE ONLY SUCK ANCHORING 1 0 STRIKE JAMS CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors " MAX. may be required to ensure the ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE. MIN. CLEARANCE TYPE" SIIE EMBEDMENT TO MASONRY TO ADJACENT• . EDGE ANCHOR• ITW c 1/d" 1-1/1' 2" 4" TAPCON ELCO 1/4" 1-1/4" 1" 4" ULTRACON ITW o 3/16" 1.1/4" 3" 1.1/2" TAPCON W V VU -1I.Kr" IIwJ IALLAIIVIV NUI W; I. Maintain a minimum 5/8" edge distance, I"end distance, d I"o.c. spacing of wood screws to prevent the sprrffing of wood. f II I 4"* III DETAIL 1 IIIII OEL to TYP. HEAD 11 MASONRY JAMBS OPENING FRAME M TYP. E 2X BUCK I — T 1P.- Hi L-J I I III SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L ourswlNG 63 L INSWING DETAIL I Attach surface bolt strike pate to frame as shown (Outswing) oUTSWING 65 66 VL INSWING 63 LATCH t DEADSOLT DETAIL DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) fn 0 t: O 1 HINGE JAMS 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) N r! g: N rrl 1111 R ,; Z v a az° Ea zmoa v M$ 'ota i l0 cG ZN HINGE DETAIL E— N.T.S. I, JK GHK. er: LFS ORAMNG NO. FL- 15036.8 7 OF 9 MASONRY OPENING FRAME J 11 gi SEE DETAIL I TYP. HEAD G JAMBS M TYP. EOO STRIKE JAME FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry IX buck construction I. Concrete anchor locations at the comers may be adjusted to maintain the min. 3 edge distance to mortarlolnts. 2. Concrete onchor locations noted as "MAX. ON CENTER" must be adjusted to 3 maintain the min. edge distance to morforlolnts, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. _ MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE - ANCHOR ITW e 1 4 1.1/4• T 4' iAPCON ITW iAICON' 3/16' 1114" 3' I. Maintain a minimum 5Ar edge distance, I- end distance, d I' o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB 8 M OUTSWING _ OJQyn NINSWING = : d' Z v'• om gyp r2 M OUTSWING rf ** lss u H c0 6 0 YINSWING r g E Z m wT g 9?rm maaC3 LATCH A DEADBOLT v DETAIL 4 0 Zo o 3a DETAIL I Attach surface bolt strike plate to frame as shown(Outswing) V66 63 DETAIL Y Attach surface bolt stoke plate at the threshold Outswing) DIRGE -DETAIL 63 64 DETAIL i Attach surface bolt strike pate to frame as shown (Inswing) 64 63 DETAIL Y Attach surface boU strike plate at the threshold Inswing) Y j2 m 2 O > rj Iut 22 0O m =U 26 tnW ZVZQWO 1 sail N T S. Un er: JK m cm. ft LFS 3 5U.M Ho FL-15036.8 " a SHM $ OF 9 H a OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC 8 2X BUCK SG >= 0.55 WOOD 24 1/4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SI om i11 11 ``` 0 n z° V N v 0 oil n'[ Em zmo0 N ui 90oa v N n 7 z m m a a 4 G Oz a 0 C IN W W Z m a GW OV J it o m 0o 3(PINE)a a E t } J J m z° In In V N N N T to I 2.2D"I W O ry 2.12' --I 0 L II I oo d Fes— 2.36" --i II I < 19 yp HEAD A SIDE F 4' CL I Jamb _ O OUTSWING SIDEUTE o 4.56' may 16 Spacer 3. LUMP FACE THRESHOLD LOW PROFILE w = 0 2.15 LL — 2.36' I --1.68 --1 2.14 10 1.68" - n Z 1.69' I I s.s N ^ Z c DACE 02 24 12 z i L X2 s"x N.T.S. n 1 ° _ owc. ar JK m1 0.53' --; I-- }T I I— - s3 tot. sr: L K 3 E I r IRAWNG No p 39 HIGH WATER DAM THRESHOLD 23 SMSRC UP LIFE FRAME IS SNIVa fiNG SIDEUTE 2d PcerVIASTIC UP LITE FRAME y SELF ADJUSTING SADDLE THRFHOID FL-15036.8 0 N SHEET 9 OF 9 O BILMATERIAL L L" j, ( z in I a 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 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. 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-15036.9 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 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) 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. 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. Sioned & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ctyeTl c°rQ eoB Lyndon F. Schmidt, P.E. 4. Quality Assurance e°a° a F Il rt• gig Certificate of Participation issued by National Accreditation and o . •. so Management Institute, certifying that Therma Tru Corporation is a; •. manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. rj S•s ;)I_ Lyndon F. Schmidt, P.E. r '• " V FL PE No. 43409 A, 10/16/2017 Sheet 1 of 1 o fiS, • .—'<;iv 9C6 /O P 4 p 8 4. z i E G THERMAKTRU`_ DOORS Classic -Craft° FIBERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT" GENERAL NOTES I. 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 "HVHP' 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 L R301.2.1.2. S. 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item 439 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #!31 3 #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "KVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle hetween the edge of conoov, or overhang to sill is less than 45 degrees. TABLE OF COWEIM SHEET A DESCRIPDON 1 Typical elevations, design pressures 8 general notes 2 Door panel details Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - IX buck masonry construction 8 Astragal details 9 Bill of Materials 8 Components 71.5 MAX. OVERALL FRAME WIDTH z z 3 O LD _ mx + w = w 0 P SWING:: -.' OVERALL-'-- FRAME.`: DIMENSfON:-_ DESIGN PRESSURE (PSF). WITHOUT SURFACE - _ BOLTS_ ':.. `, _ .,_- WITH SURFACE BOLTS _....:_ .. POSITIVE NEGATIVE: POSITIVE- NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 2 u•... N.T.S. owc. By. JK as er LFS FL- 15036.9 a 1 OF 9 EXTERIOR 42 Ni z° 44.. ., 0 In V xii INTERIOR 46 cme $ 9 0 o abAmda`m C 4 p ClHORIZONTALCROSSSECTIONa= 36. 0" MAX. 2 ` DOOR . PANEL WIDTH 2 R 2 o o c N w EXTERIOR INTERIOR W 4. 11" `m o U ` O p a I- I.IS+j s E Q } c a n i O o e t O e 12 iOP RAIL IJ LATCN STILE ^ V N N p N uP W W O b Vl (aj 0 W V L 1.49' 0. D I 10 I4ir •{ as u g DOOR PANEL L - NOTE: WOOD DOOR COMPONENTS: OAK ISG>=0.671 Z i 45 _0 z are:02124112 = HINGE511LF ROTTOMRAIL SF N.T.S. o wF 41 IS 2 VERTICAL CROSS SECTION owc BY. JK m cm. w: LFS 3 E ORnrwG NO: FL- 15036.9 0 SHEET _ L or 9 0 v 1 2 1.1/4'MIN. ``•. ti'' n 4 4 EMB. PYP.) = _ $ ' °n 20 i O0 2 Ill anmz UN •; g . O a o { 21 40 7g,gu 96oa INTERIOR c "+ in a `a sa 0 3 6 3 g Euu ' 0 LLU 3 3 •v LL 4 o aO ut LL o EXTERIOR 10 H L, l mNv, 61 WU x D:ul Ew ui To 4 HORIZONTAL CROSS SECTION F 7 I-1/4'MIN. 3 Shown w/1Xsub-buck 1.1/4'MIN. I o EMB.RYP.) 4 4 4 EMB. (TYP.) o C D (L E D C 0.15' 0.1 5 5 • • CSINK CSINK ' • m L RrP.) (nP•1 L m e 20 20 n •• a' g g ryN W V ° • 1 g 7 D W W N 7 40 INTERIOR 7 INTERIOR Ro0 a a p •' N W o D . N — ZK10EXTERIOR13EXTERIOR10K 40 40 10 DATE 24112 g 10 9 L 27 9 g scut: N.T S. E E owc, er: JK CHK. Br. LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION mawmo No, 3 Outswing shown - inwing 3 Outswing shown - Inswing 3 Outs-ng shown - inswing FL-15035.9 also approved also approved also approved snstr 3 of 9 G 1 VERTICAL CROSS SECTION 4 Outswing s=n - inswing also approved see general rioles, sheet I for 1NVHr Water Infiltration requirements for'HVHr wo requirements u: N.T.S. B. JK L •r LFS c NO.: FL-15036.9 rr 4 or 9 0 5 6 2 E 9 4. nnu 8•:Z p n o O o Z V E Z mTYP. HEAD Y g W9ooa3JAMBS u L MASONRY OPENINGu i ZS 8 3a 0_ U ASTRAGALo 0 SHOWN FOR t v v REFERENCE m ONLY 2X BUCK 16 U O rod ao a m o O N N O OWW zZO CONCRETE ANCHOR NOTES: O O 1. Concrete anchor locations at the comers may be adjusted to maintain the min. DUCK ANCHORING 0 edge distance to mortar Joints. 2. Concrete anchor locations noted os'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors i may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. Q i 3. Concrete anchor table: o _ u° Z MTE: 02 24 12 i swE- N.T.S. M. Err. JK m t. r*. LFS 3ELCO DUW: ULTRACON WOOD SCREW INSTALLATION NOTES: FL-15036 9 o1. Maintain a mWmum 51W edge distance. 1' end dhtance. d l' o.c. spodrp of SMELT 5 OF 9 Q n woad =ew to pe ent the spOHkig of wood. ANCHOR. ANCHOR MIN . -. . MIN. CLEARANCE- TO MIN. CLEARANCE TYPE - SIZE EMBEDMENT - EMBEDMENTMASONRY EDGE TOADJACENT ANCHOR,`. ITw o i/a• 1•T/a• 2" a. TAPCON c 1/ a" 4" 7.5" to SEE DETAIL L 1. MASONRY — TYP. HEAD OPENING & JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY 2X SEE DETAIL NP• - SILL I I 1 1 I I I FRAME ANCHORING Mawnry 2X buck construction la DP r_ 48 PSF KUd ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarJoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to modar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOINASONRY. EDGE TO ADJACENT ANCHOR 11w 1 /4• 1.1 /4" r 4" TAPCONo ITW 3/16, 1.1/4" 3' TAPCON° I n'uu a R— uw nw.nv..w.w. I. Maintain a minimum S/B"edge distance. I" end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. 7s SEE DETAIL i L . z o m d i \ MASONRY TYP. HEAD I n ' i o = u m OPENING _ S, JAMBS o a ASTRAGAL A `? SHOWN FOR _ $ E vz FRAME REFERENCE 81 s ONLY S, d j omF 2XBUCK 1rli gP. Na SEE DETA IL, I zQSIL — ! oo 1 m W V QZ 1 1 I I I I I U as 0 p 4 K a n FRAME ANCHORING HINGE JAMB Masonry 2X buck construction m for DP > 48 PSF and DP r_ 6OPSF u u L 2 63 9 2 K ry N 10 v) W ci O 10 v_ DETAIL 1 DETAIL 1 28 o Attach as ol/sunface bolt Attach ostragoUsurface bolt > strike plates to home strike plates to frame L HINGE DETAIL ^ _ as shown (Outswing) as shown (Inswing) Y ' 63 65 66 z w7L 02124172 i QJ sat N.T.S 63 me ffy. JK DETAIL 2 DETAIL R o LFS c rwurnr+c No. Attach surface bolt Attach surface bolt LATCH i DEADDOLT DETAIL FL— 15036.9 strike plate of the threshold strike plate at the threshold Outswing) (tnsvnng) —Z 6 or 9 a z i 2 E Gd 7.S II 1 to SEE DETAIL MASONRY - TYP. HEAD OPENING S JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY d 1 X BUCK F SEE DETAIL TYP' - 7 SILL I I I I I I I FRAME ANCHORING Masonry 1 X buck construction Tor DP r_ 48 PSF 7s 3" — 77777777 I I fo SEE DETAIL ASTRAGAL _ SHOWN FOR FRAME REFERENCE - ONLY _ i L tn d d I BUCK F SEE DETAIL TYP. 7 ( SILL - I I I I 1 I 1 ASTRAGAL STRIKE JAMS FRAME ANCHORING Masonry IX buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.:. :' MIN. CLEARANCE MIN. CLEARANCE TYPE SfZE ; EMBEDMENT TO MASONRY EDGE TO ADJACENT -_ ANCHOR -. ITW • 1/4" 1.1/4" Y 4' TAPCON ITYJ 3/ 16" 1.1/4" 3" TAPCON I. Maintain a minimum 5/8" edge distance. 1" end distance. d 1"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY TYP. HEAD OPENING IS JAMBS for DP > 48 PSF and G DP <- 60PSF 2 67 4 63 63 L 64 DETAIL I DRAIL 1 Attach astragat/surface bolt Attach ashagaltsurface bolt strike plates to frame stake plate to frame as shown (Outswing) as shown PnrMng) 63 65 66 64 63 DETAIL 2 DETAII I Attach surface bolt Attach surface bolt strike plate at the threshold stake plate at the threshold OutsvAng) (Insvdng) HINGE JAMB LATCH A DEADBOLT DETAIL 6 iA eZ-. oZ o0 i ••.. Gg -o 0 0 ll II 111 O= R Z U N•• o u i z u g u g 9 d o a m aa 14 a dL N.T.S. Err. JK n. LFS w G NO: FL- 15036.9 a 7 OF 9 tt'g1 2 T re., o`rn a Gg`3zPnnJOm1p 11, 11 O n z UN • v O o Z S 9m2moSiP 95.25 aQ Ng Jprama0.L 16 88 18.38" 20.63' 16S 14.38' $ 4 o i 0 LL V s ICjIO3 13 TYP. 0 crO J Ci N o 13 lYP TYP. 13 4 m NIA J 0Ka K a M 3.25 3 U Ummm44T 7 0. 75 1. 91' 0.75 00 N N Ln n U SEENOTE13ii - 0.06- aNoo n I 4 W t C7 J Olylla r t ASTRAGAL DETAIL o_ o N I o n Z U NOTE: DATE. 02 24112 z a• A ` N.T.S. 3 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND owc er. JK m THEBOTTOM2 cm rr. LFS 3 E C OFAwwG NO.. n FL- 15036.9 c SHEET _ L Or 9 0 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1/4" X 2/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X 1-3/4- ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-1 IN'PFH ITW CONCRETE SCREW STEEL I I/4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 7' PFH W000 SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW I.IS MIN. EMBEDMENT STEEL I HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T THK. STEEL 10 10 X 3/4" PFH WOOD SCREW WHINGE TO FRAMES STEEL 13 10 X 1-1/2" PANHEAD SMS STEEL 17 KWIKSEf PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSEf DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DER 6,000 PSI THERMA-TRUWIOTHOYIELDSTRENGTHFy M FIBERGLASS FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 60 1 /7' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT #454 8.17' L. X .2S THK. STEEL STEEL 62 1/4 -20 SIX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X 2-I /2" PFH SCREW STEEL 65 3/16" X 2-1/4" PFH R1N CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ffW CONCRETE SCREW STEEL 67 3/16" X 3 l4"PFH RVJ CONCRETE SCREW STEEL 4S6' Via n jT d m Y`. rg6Jcp_n N// /••••. ' J O NN m I I / 11111 UN•: c f 2.36' m x Z r.Z Ea S$ o HEAD A SIDE a O n 5 Q c° a 19 20 Jamb r m a a 14 a E oZ a 12.20 lI As o JF I I G cire F- 4.63- —I 1 tn $ J m a. 31 IUM FACE THRESHOLD LOW IROFIIE o 4 w 0 o" m J a "I mo V C 5.7.7 -{ a In r L L Y 1 n r T V I N N N V 11 W W O SELF ADJUSTING SADDLE THREHOLD LD SS m v 00 E" !" 1.560. i 0 2.36' 8 T ter¢ ry o o = Z u° i L DATE:02124112 i suac N.T.S. i J9 NIGH WATER DAM THRESHOLD Dwc er: JK 0 2 oDc w. LFS ; DRAYAW NO.: GN C FL-15036.9 0 5 SHEET 9 DE 9 t) G i R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 330 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorizntton 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 Thermal Tru Corporation based on Rule Chapter No. 61G20-3, 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 01 460336-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 2. Drawinq No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 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 No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) ,c t,s aca p„ Lyndon F. Schmidt, P.E. 3. Calculations Prepared bV o`'° aDcu St'¢wc.4 n Signed 8 Sealed byq ' ,•......, L, of Anchoring RW Building Consultants, Inc. (CA 49813) ec V '.•'(. t= f! •,• 15, yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ti No 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management t Institute, certifying that Thermal Tru Corporation is manufacturing products L a Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and • • m rcJ e FL PE No. 43409 Guide 53. p ^ C t J , r ' •"t`c. 10/1612017 Sheet 1 of 1 R • Jf Pp ilflfs+;r. s yC O d 60L@Ote:j0 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 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING rrNON-IMPACT'' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Hoddo Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'NVHZ' 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction• anchoring of these units shall be the some as that shown for 2( buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 6 #33 under the active door do not meet the water infiltration requirements for the'TiVHZ'. Inswing units shall be installed (n 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. TABLE OF COHIEHTS SHEET# DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Door panel details 3 Sidelite panel details 6 Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 Astragal details 10 Bill of Materials & Components LOSS MAX. OVERALL FRAME WIDTH OU M13 1zz 3 z O i M x u, x 7 a Wo aa' LU 6 O SWING OVERALL FRAME- DIMENSION.. DESIGN PRESSURE (PSI) - WITHOUT SURFACE', , BOLTS WITH SURFACE: - BOLTS-- POSRfVE - NEGATIVE _ POS TIVE NEGATIVE INSWING 105.5" x 980, 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5' 47.0 47.0 60.0 60.0 2 I— N.T.S. owo. By. JK u K m: LFS FL- 15036.10 m 1 or 10 OA%: • ••• L WI n EXTERIOR 42 N z° ri'1 p 6 0 n ul Y' zxEmm o INTERIOR 46 N N g 9 o L u maa 1 HORIZONTAL CROSS SECTION o n 6 vE°E 2 XE6 9a36ZMAX. DOOR PANEL WIDTH 2 o N W W EXTERIOR INTERIOR Lu W a 4.11" 1I m o 1.48 0 z TT s 1 v O 2 42 TOP RAIL lAl'CH mlE o 0NN P W W ZO 41 e j L_ 1 44r1D DOOR ANEL I' 1.4T a a 40 Clossic O NOTE: WOOD DOOR COMPONENR: OAK (SG>=Q67) a z t1_ nrE.02 24 12 ery r. N T.S. SCAO-Gs4NINGEmlE4beoTioMRAu2VERTICALCROSSSECTION By JK 2 cwc ffn LFS DRAWNG NO.: FL— 15036.10 SHEET 2 OF 10 9 13.7 PANI 7. D.L 50 SIDELliE IANEL NOTE: WOOD SIDELITE COMPONENTS' PINE (SG >= 0.42) NOTE: 1. Spacing for item # 18 3 #29 (life frame screws) is as follows: From the bottom up on sides: 6.5", wilh 7) more spaced at 9.88" o.c. there ore (2) screws both top and bottom 2.13" In from each corner. EXTERIOR INTERIOR iORIZONTAL CROSS SECTION S' GLASS BITE MIN. 26 ISS THK. 25 EXTERIOR I 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR v L 8 SI SIDEUTE TOP A BTM. Rao GA GLAZING DETAIL 5lrwdated glass w/ pvc file frame 1 /2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE TEMPERED GLASS tKi 'i N Z o ao c ai nN o m 6litssnUN •; c a U x Z p3momo O= 4maa ll py a4 0 E o = p EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 ALC. N.T.S. m rn JK iK Er LFS 3 AWWG NO: c n FL- 15036.10 cs _3 or 10 a 4 2 1 1 2 SEE NOTE 1 15 6 5 5 u M 14 50 11 INTERIOR a L EXTERIOR 20 v CSINK TYP.j B C 1-1/4. MIN. 1 HORIZONTAL CROSS SECTION D IJ f 21 Y 2L04 0 O— 1 7 61 3 4 q q f D EMB. (TYP.) q Outswtng shown -inswing also approved 5 4 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) Item #M (#8 X T PFH wood screw). There are (4) at each vertical jamb Irom the top down at 13.5", 31', 48.5" 3 66". 2 HORIZONTAL CROSS SECTION q Outsw ng shown . inswing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SEC17ON 4 Outswing configuration OTE 1 INTERIOR 4 EXTERIOR I - I /P MIN. 5 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck 0.1S C'SINK TYP.) EXTERIOR Z z/i':O r! dm J n a Ea a 10Z zm-a Ri! 9o`oaUn7c to a a o 4 0 gEg o° o 0 U ONEg WU m O_vNi m N Cr G a U Qo a SEE NOTE I INTERIOR 10(1 U 14 sCADAToz .T 12 J N.7 S. 9 10 owc BY: JK 4 HORIZONTAL CROSS SECTION CKK. BY: LFS q Inswing configuration °Q""" G NO.- FL- 15036 10 SHEET _ L or 10 d n z i o 63 19 En Zd INTERIOR 1 VERTICAL CROSS SECTION 5 aho P hwd n - Inswing for • req is, sheet 1 infiltration E On a• G I o v Z C.)^ A 61 O Cp F ": 9m CW 64 m a a 4 63 C a LL 0Z V b Ja N\ V , 40 FeeEXTERIORINTERIOR r O.xx EXTERIOR 0 61 32 __ , I p VERTICAL CROSS SECTION1-t p see general notes, sheet I for •HVHT water infiltratior requirements TE 02 24112 AM N.T.S. ti BY. JK X..r. LFS AWING NO.. FL— 15036.10 Eu 5 or 10 c! O 11t f n 2 R S v E . Z 0_ L t A SO M 0 SEE NOTE I INTERIOR EXTERIOR 11 VERTICAL CROSS SECTION 6 Ouiswing shown - I.'W also approved INTERIOR EXTERIOR SEE NOTE I I yl y -%%%% EXTERIOR SEE NOTE I C 1 2f 4 v 1n z d 11 U I i_a 19 N ^ a a 3 VERTICAL CROSS SECTION 6 Outswing conrguration INTERIOR 5 VERTICAL CROSS SECTION j Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck NOTE: I. Anchors asi y thru head and sill at 4" in from each corner end 4 VERTICAL CROSS SECTION 6 Inswing configuration Z i Y/`• Ca t P MI 2f ri 71 4 U Z C 9 a. H ma` aa. C c ja O a. Z. i N E b W ] Q o ^ 0 N Z r Z DATE: 02124112 i 5ML N.T.S. r owc BY. JK C.x. er: LFS 3 ORAVO]O NO: ° FL- 15036.10 sxcn -L or 10 D TYP. HEAD MASONRY S JAMBS OPENING 2X BUCK F 0 N z f e I(= 6.' II ASTRAGAL AND MULLIONS L SHOWN FOR REFERENCE ONLY a' o BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: AN ANCHOR MIN. MIN.;CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON ELCO • 1 4' 1.1/4' 1" 4" ULTRACON ITW • 3/16' 1.1/4" 3' TAPCON wUUU X-KCW IN3IALLAIIUN INUIM. 1. Maintain a minimum 5/8" edge distance, I" end dstance. S I"o.c. spacing of wood screws to prevent the spitting of wood. Y-1 MASONRY OPENING FRAME 2X BUCK ASTRAGAL STRIKE JAMB L 22 63 DETAIL 1 Attach astragoVsurface bolt strike plates to frame as shown (Outswtng) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Ouhwing) i II I T to I I FTYP. SEE D EAD 3 JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N P ttP. SILL I SEE DETAIL I FRAME ANCHORING Masonry 2X buck construction 2 63 L 64 DETAIL I Attach astragaVsurface bolt stoke pates to frame as shown (Inswing) 64 63 DETAIL I Attach surface bolt stoke plate at the threshold Inswing) V o 28 i L L D 27 LATCH t DEADBOLT DETAIL 03. osY'• g zan N ''/// 1 •11. 111 ``` O rI m z z N v U N z g ug 9 d 0IL 4 i 0 NO0 VU v 2 1 pp oz G N ZO m W w p a) b U C Yy HINGE JAMB a mm HINGE DETAIL ut: N. T. S. M BY: X 1K. rr: LFS A.M NO, FL— 15036.10 M 7 of 10 z z f E O 01 63r" A0 1; z Q:O dQZa sY'• 'q. Nn N n rrtl •1.1111 ``` V HmZ 5 a 0 . MASONRY PM e =O. 9 ci `oa OPENING n n i m mda4 28 ` nE 9`oUi U FRAME o mjo v z5 m =" L =W w m 7 o 1 X BUCK , LATCH i DEADQOLi DETAIL aI o vi o a a a y m 12 10 NN NZLlWWO HINGE JAMB 00 ASTRAGAL STRIKE JAMS FRAME ANCHORING 22 Masonry 1 X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: a 1. Concrete anchor locations at the comers may be adjusted to maintain the min. $ a edge distance to mortar joints. 2. Concrete anchor locofbm noted as'MAX. ON CENTER" must be adjusted to G 67 o maintain the min. edge distance to mortarjolnts. additional concrete anchors 65 66 2 63 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 64 63 3. Concrefe anchor table: — o z Z U DATE- 02 24112ITWi 63 v., r. N. T.S. 63 G 64 2 M. x: JK DETAIL 2 DETAIL 2 OFTAII 1 DETAIL I cm. Irr. LFS E Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach astragal/surface bolt DRAWK NO.. WOOD SCREW INSTALLATION NOTES: strike plate of the threshold stoke plate at the threshold strike plates to frame stoke plates to frame n 1. Maintain a minimum S/8' edge distance, I' end distance, d I' o.c. spacing of (Inswing( (Outiwing) as Shown (Inswing) as shown (Outswtng) FL-150J6.10 0 wood screws to prevent the splitting of Wood. SHEEP 8 OF i 0 n 0 SEE DETAIL 1, J ttP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR M ttP. REFERENCE ONLY N f ttP. SILL SEE DETAIL I I I I I I I I I ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN: CLEARANCE TYPE. SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR -- TAPCON ITW • 316' 1.1/' 3' 1.1/2' TAPCON Av L) 0 OI Do z o m 0 U H O n a O 0 z{ g x 9 m C W 95.25 aAdae $ = 6 O CL maaT 18.88' 18 38 20.63' 18.5 14 38 c c00z ^ K, v Wc O Jd v 1Im OI 3 o 13 TYP.o 0 13 TYP. TYP. 13 mjW W WNt0 nQ 0 B U mO O~ 0: a 4.S 4.5 I I ton. m 3.25 3.2S z 2• 0.75- 1,91' 0.75' ss N N In W O SEE NOTE 1 3 ZE n II--- 0.06' o o N j4 0 i 0.13• a 1 ASTRAGAL DffAIL o-o N — Z NOTE. DATE 02124112 SCAM N.T.S. 1. THE ASTRAGAL BOLT HAS A X THROW AT THE TOP AND THE BOTTOM. DWG ar JK CNN. BY. LFS DPW" NO FL- 15036.10 v¢tr _L OF 10 f I, OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOIT -SIGNATURE SERIES (780) STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4' SHIM SPACE WOOD 23 PLASTIC UP LITE FRAME (SMC PVC D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 24 1/4' INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1 /4" X 1/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3.1/4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-I /4"PFH 01N CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4' X 3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 8 X 2-1 /2 PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X T PFH WOOD SCREW STEEL 33 SERF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N I/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.(= 6.000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD B TONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .097" THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELffE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 12 10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDEUTE TOP 3 BOTTOM RAIL COMP. 13 10 X 1-I /T PANHEAD SMS STEEL 52 SIDELRE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /T SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT #454 B.0" L. X .25" THK. STEEL STEEL 16 OUTSWING SIDEUTE SPACER PVC 62 1/4-20 SEX BOLT W/ I /4-20 FEMALE END X 1-3/4" L. STEEL l7 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 N6-18 X 1-3/4"PFH SCREW STEEL 64 10 X 2-1/2' PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL i: Jyn 5: •I n W. d Ni :'D . w Z o0 GAS\\ J e O O C_\ N > ri m al nn `o R 1 z° U N •: v u oilEmzmeu aHg 9og`amdad zv° t w Od J Fm W i S i f W ;e OUm_ U 4 m0 00 a a m 00 N N do Z W W O F= _ I 1 r 2.IT 1 I j—j Ti I as o 2.36" — 1 i Tom— 4.63" 19 20 Hamb I SIDE T6 OUTSWING SIDEUTE S 1 EUMI FACE IHRESNOU) LOW IROFIU? o e r2. 59 pOcer 2.I 2.36" 4.56' 1.68' 1.6Y — 1.68 -- I I 5.75 I N Z U T DATE 02124112 i 1 N.T.S. 0 J_ i o a - v«c rr JK m L 0.53"--i I— --i E—.S3 ! FL K. rr: LFS T AWING ND- 39 HIGH WATER DAM THRESHOU) 2S SM C UP ME FRAME INSWING SIDEUTE /LASTIC UP UTE FRAME -15036.10TS Spacer 26 pyC SS SEIf ADJUSTING SADDU: TNREHOU)D SHEET 10 Di 10 0 BILL 1 /2/2018 Florida Building Code Online B:usi.nes s & P,r ofless_ional R egulaton BCIS Home I Log In I User Registration 1 Hot Topics I Submit Surcharge : Stats & Facts I Publications FBC Staff ; BCIS Site Map I Links I Sear. d Wda Quf Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aopication List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/twww.florida bu i Id ing.org/pr/pr_app_dtl. aspx?para m=wGEVXQwt DgtH 8572gvd WI d ku3B mvbCOTFy%2fAGnRwp RX RfEB7u42Zdg %3d %3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products I FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf I at b e n it a 15332.2 SERIES 420 ALUMINUM SGDJ SERIES 420 ALUMINUM_ SGD OX,-XO, XX 96"x80'_NON REINFORCED, - - - - — - - Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00498E.odf Approved for use outside_ HVHZ: Yes Verified By: Luis Roberto Lomas 62514)_ Impact Resistant: No' Created by Independent Third Party: YeJ Design Pressure: N/AS- _ _ _ Evaluation Reports___ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE; FL15332 R4 AE 510805D.Ddf; RATINGS' Created by Independent Third Party: jes, 4 QZbNRI Yd'Zo-ATno( 11vtrlAC,D cECI 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.Ddf 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 FL15332 R4 AE 512968C.Ddf 153 ES--- IN UM SGD, SER—IE---42-0 -A-L--U- M-IN- -U-M --S--G-D-- RE- I-N—FO--RC-E-D -O--X-,- XO--,--XX--9--6"- x9-- REINFORCED Llmlts of Use._ Installation Instructions} Approved for use in HVHZ: No TL15332 R4 II 08-02249C.Ddf'__ Approved for use outside HVHZ: Ye_sj iVerified By: Luis Roberto Lomas 62514\ Impact Resistant: No; Created by Independent Third_P_arty: Y_es; Design Pressure: N/A Evaluation Reports Other: RE_FE_R_ T_ O_A_PPROV_A_L_DOC_UME_NT_ FOR DESIGN_ PRE_S_SURE, FL15332 R4 AE 512969C.6df RATINGS, Created_ by_ Independent Third Party: Yes) REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.Ddf 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 FL15332 R4 AE 512970C.Ddf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.Ddf 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 FL15332 R4 AE 510806D.Ddf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00501E.Ddf 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 FL15332 R4 AE 510808D.Ddf e 15332.8 SERIES 430/ 440 ALUMINUM SGD; SERIES 430/440 ALUMINUM SGD 3" XXX 14x80" NON REINFORCED LimitsofUse' Installation Instructions https:/hvww. 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 It 08-00502E.Ddf 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 FL15332 R4 AE 510809D.Ddf RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 lI 08-00503E.Ddf 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 FL15332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. 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Product Approval Accepts: M ® F El M Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND 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 #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8` MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANC40RS 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 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5'.048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I RE I DUCRp om I DATE I PPRO CD 1 A I ADDED CHARTS 03/05/12 1 R.L. 8 REVISED PER NEW TESTINC 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLAiK1NS R.L. D REVISED INSTALLATION DETAILS E2/06/13 15 R.L. E REVISED INSTALLATION OETAILS 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 1111111uIv, 650 WEST MARKET STREET 5 R 0?l i GRATZ, PA 17030 VCENS 9f, 1SERIES420SGD 96` X 80` NON -REINFORCED OTAiOrO'F- 0 NOTES i o'VP 6 P(0 RLO': • o.m no. Rtv 08 OOT498 E A Luls R. Lomas P.E. FL NO.: 62$14 suac NTS a1c 02/23/09 1 OF 10 L ROBERTO LOWAS P.E. IJ.42W000F0RDRDLEWLSVALE.NC27D:9 3Na160i09 + 6 MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' I O.C. MAX I' 6 MAX 17' MAX O.C. O X IO' LAX ICHCHT 6• MAX JL SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING WIPACT RATING 40.OPSF NONE SEE CHARTS /1 AND 42 FOR OTHER UNITS RATINGS NOTES: I. MAXW UM PANEL SIZE: 48 1Q' x 79' 2 MAXIMUM D.L.O.: 44 W-74W 6" MAX HARDWARE SCHEDULE FIAT MOUNTED HANDLE SET (PART 099-04.145) LOCATED 38 3W ON CENTER FROM PANEL BOTTOM I METALLIC TANDEM ROLLERS (PART 499.17-195) AT EACH END OF PANEL BOTTOM RAILS rev 06ULPno" DATE APPROJLD ADDEDCHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.LNG FCADDEDFLAEANDFININSTALLATIONS12/06/13 R.R.L.REVISED INSTALLATION DETAILS 07/30/15 R.L..REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART I1 WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET I Design pressure chart (psi) Frame Shp Panel and Total Frame Width (in) Height 30. 0 36.0 1 420 48.0 n) 60. 00 7200 54.00 96.00 Pos I Nay Pos Nog PoS Nop Pot I Nog 80.0 40.0 1 55.1 40.0 48.2 1 40.0 1 43.4 1 40.0 40.0 CHART/ 2 WHERE WATER INFILTRATION RESISTANCE IS Nor REOUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (pst) Frame Single Panel and Total Frame Width (in) Hove ti) 30. 0 1 36.0 420 46&0 60. 00 7200 84.00 7.00 Pos I Nog I Pas I Nag I Pas I Nog I Pas I Nog 8D. 0 551 1 55.1 48.2 48.2 43.4 1 43.4 F 40.0 40.0 CHART x3 Number of anchor locations required Frame Single Panel and Total Frwro Width (n) Heglu in) 30. 0 1 36.0 420 48.0 60. 0 1 72.0 84.0 9G0 H65 Jamb I H6S I Jamb I H6S I Jamb I H65 I Jamb 80. 0 4 5 1 5 1 5 1 6 1 5 1 6 1 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 5" a NTS 0`Tc 02/23/09 -2 OF 10 L ROSEArO LOMAS P.E. 1432 WOODFORD RD LEW SWLLE. NC 27P.'J A34- SM-OM roorruy&JanaW.Wm SIGNED: 0612012017 O4f GENSFgs it 0„6Q51 •• * = p,, TrrE OFfill rSs pNAi1EaC'`\` Luis R. Lomas P.E. FL No.: 62514 FI HI 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART d4 FOR NUMBER OF LOCATIONS REQUIRED 6. 1I r 17- I OMAXC. 6' MAX 17• MAX O.C. O X 10' t a LAX AME IGHT 6' MAX 6' MAX CHART is HuMbw ofabobor 10-11 earaDWrad Frame S ND Paw " 4 TDIDI LkA W4h (In) M-wa 30.0 XO 42.0 4i0 M) 60.o HLS Jam" 7L0 HAS Jamb 04.0 HAS JagiN' S 6 6 1 SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING I IMPACTRATING SEE CHART g4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REOUIRED SEE CHARTS 01 AND r2 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 4E 17 x 79" 2. MAXIMUM D.LO.: 44 5,r x 74 5B' HARDWARE NTED HANDLE SET (PART 999-04.145) LOCATED 36 314' ON CENTER FROM PANEL BOTTOM TANDEM ROLLERS (PART 009.17.195) AT EACH END OF PANEL BOTTOM RAILS F.A. sou[ NTS DESCRIP10m OATC APPR0<0 ADDED CRAMS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 011111IIIII,J 650 MARKETWESTREE7 GRATZ.PA17030 EIV q- -Fs 0y 61 SERIES420SGD96' X NON -REINFORCED FIN FINELEVATION 9 f3 • EE O TATFt' io FF[OR10r•? SSj0NAL1V?' OSiqw1cT3802/23/09 OF Luis R. Lomas P. . L. ROBERTO LOMAS P.E. 1422 NDODFORD RO LEMSVILLE. AC 270?J 431- CM-0 9 ,awnu0xauuz,w— FL No.: 62514 1/2' MIN. REV69 t5 EDGE DISTANCE wv DESORPTION DATE A PRMD A ADDED CHARTS 03/OS/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. woo0 FTt4 1 3/8' MIN. EMBEQMENT C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. OR 2X BUUCKCK BY OTHERS 1 D REVISED INSTALLATION DETAILS 07/30/15 R.L. 1/4' E REVISED INSTALLATION DETAILS 06/20/17 R.L. MAX. SHIM 10SCRE° SPACE EMBEDMENT r SHIM SPACE T-- INTERIOR 1/2' p EDGE DISTANCE II I( EXTERIOR INTERIOR B10 WOOD SILL TO BE SET IN Jill 11LJ A BED OF APPROVED SEALANT SCREW 10 WOOD WOOD FRAMING SCREW EXTERIOR OR 2X BUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAILL11OR2XBUCK BY OTHERS WOOD FRAMING OR ZX BUCK INSTALLATION 1 3/8' MIN. ' EMBEDMENT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC \,1LL71111/I/Y/ 650 WEST MARKET STREET \5 R• LO i NOTES: GRATZ. PA 17030 s:%si I. lNTERIOAAND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY. SERIES 420 SCD _#- 2.PERIMETERANDJOINT SEALANT BY OTHERS TO BE 96" X 80" NON—REINFORCES"tD` DESIGNED IN ACCORDANCE WITH ASTM E2112 FRAME INSTALLATION DETAILS :; • TAT OF — auvn: DM'C NO. Rtv 5- ;., • C OR • ? sau ave 08-008 E isSfONA `ti? G\\ NTS 02/23/09 494 OF 10 LROSERTOLON. tSP.£. Luis R. Lomas P.E. 14MWOODFORDRDLEMSVIL1ENC27o27474FL No.: 62514 1.0609HbrtujYfcnusprro METAL STRUCTURE BY OTHERS RIO SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1/4• MAX. 8 r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II 11 INTERIOR ILL 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. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2* MII EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV OEsc%pnoN DATE APPROVIM A ADDED CHARTS 03/05/12 RL B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN LVSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E 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 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS MwN: awc Na F.A. 08-00498 SCALE NTS I DATE 02/23/09 1 SMELTS OF 10 L ROBERTO LOU45 P.E. 14" WOODFORD RD LEWISVILLE. NC 2:OJ 471-6e0ooO9 rfartµrbmap axn SIGNED: 06/20/2017 R I I tIo4, NS;gs 5 j , 61211 0 STTAAf OF 0. A, FL Luis R. Lomas P.E. FL No.: 62514 fiEWSIONS 1 1 1/2- MIN 1' MIN. REV °TMN OATE APPROVm SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L. a " C ADDED FLANGE AND nN INSTALLATIONS 12/06/13 R.L 4 "• • • 1 1/4' MIN. EMBEDMENT D REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ a 1 1/4• MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY 1/4• MAX. BY OTHERS SHIM SPACE OPTIONAL BUCK t 4 MAX. 1X TO BE 1' v r SHIM SPACE PROPERLY 0 MIN. INTERIOR SECURED SEE NOTE 3 EDGE DISTANCE SHEET 1 3/16" TAPCON c II i 3_ a. MIN I i EXTERIOR IN SEPARATION 5 1A SILL TO BE SET IN o Ej 9 A BED OF APPROVED SEALANT 3/16' TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL CONCRETE TO 8E PROPERLY CONCRETE/MASONRY INSTALLATIONBE BY OTHERS SECURED SEE NOTE 3 SHEET 1 I a• . i a,• 1 1/4• MIN. NOTES: EMBEDMENT ERIORANDEXTERIORFINISHES.BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED W ACCORDANCE WITH ASTM 62712 SIGNED: 0612012017 2 7/8 MIN 1' MIN. MI WINDOWS AND DOORS LLC 11R ( SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 ,' VERTICAL GRATZ. PA 17030 G E NSF 7sCROSSSECTION CONCRET61WASONRYINSTALLAT70N SERIES 420 SGD 1 l o„S?5 t= X 80' NON —REINFORCED FRAME FRAME INSTALLATION DETAILS oAAwN Dac Ko. ea r,o, iS' :cl0 R10* •G F.A. 08-000498 E Jj/jS/lONA1iLE\\\\ aTcScLENTS 02/23/09 U6 OF 10 14M WOOD>DRRDD L SV2LE VC27= Luis R. Lomos A.E. z,. y .2 p., FL No.: 6251 A WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE 1 3/8- MIN. JI EMBEDMENT 1 /4" MAX. SHIM SPACE EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUATION 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 p 0 WOOD SCREW 1 3/8• MIN, EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD —I INTERIOR SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8• MIN. EMBEDMENT r 1/2• MIN. EDGE DISTANCE RLM90N5 oLsgtpf10N DATE APPROVED ADDED CRARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/50/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80` NON —REINFORCED FLANGE INSTALLATION DETAILS DRA1m: DVO NO. F.A. 08-00498 x NTS I D"TE 02/23/09 -R7 OF 10 L ROBERTO LOAMS P.E. 1132 WOODFORD RD LEWISVILLE, NC V= 434-06-0= ft—sok musp. w. SIGNED: 0612012017 1R IIC/0"/ G E N SF9d+ 0 51 * __ EOF •ate 0. . : <u PFS; 0R70•G\ O/ONAL1E Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE 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 E2112 REV510N5 DESCRPMN PATE APPROV0 ADDEO CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 FILL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. SHIM SPACE . 1/2' MIN' INTERIOROR' — DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ILL— EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06120/2017 MI WINDOWS AND DOORS LLC A llr/Ir 650 WEST. MARKET STREET 5 R. L 0 CRATZ, PA 17030 GENs* DSERIES420SGD 96" X 80" NON —REINFORCED aFLANGEINSTALLATIONDETAILS ODl,c• AONTARI5OIO1E" F• OaRAarc1e 08 6 E r i j/// O[ IO LUI] R. Lomas P.E. NTS .8 L ROBERTO LOMAS P.E. 14.72 wOODFORO RD LEWLSVILLE, N47:7?17 34-M- 0 o9 iawnasQtrbrtyan.com FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I 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 r 1/4' MAX. 1 SHIM SPACE 3/16- TAPCON EXTERIOR UJJ U_l1 INTERIOR 1 1/4" MIN. EMBEDMENT RLvrsans REV DESCRPTKM WTE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED :LANCE AND FW WSTAL AT1ON5 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E I REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4- MAX. SHIM SPACE MIN. EDCE DISTANCE . MIN ! SEPARATION v ' INTERIOR 3/16" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEAMASONRY 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 OTHERS TO BE A, 1 1/4' MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED: 062012017 MI WINDOWS AND DOORS LLC 1111111II//1j,, 650 WEST MARKET STREET N\gS. Cps/i 2 7/8- MIN 1" MIN. GRATZ. PA 17030 GEN'q - 0 i SEPARATION EDGE DISTANCE SERIES 420 SGD VERTICAL CROSS SECTION FLANGE BNSTALLAT oNN ETAIEIDSCONCRETE4A4SONRYINSTALLATM4TAiOOOF L• s DRAW. Det rw. Rw ;°[ 0 RIOT: •G\\ F.A. 08-00 98 E oArzNTS 02/23/09 9 OF 10 L ROBERTO LaVAS P.E faJ2 WOODFORD RD LEWISVILLE. AC27023 Luis R. LOmos P.F. 4J+f,C60600 RO.ufQYbaup. vm FL No.: 62514 WOOD FRAMING BY OTHERS g8 WOOD SCREW 1 1/4' MIN. EMBEDMENT APPROVED SEALANT - BEHIND FIN 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16- MIN EDGE DISTANCE EXTERIOR 1/4 MAX rSHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK WSTALLA TION METAL STRUCTURE BY OTHERS 1 1/4- MIN. TRIM EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/4- MAX. HOOK STRIP 1/2' MIN. j EDGE DISTANCE L rseWSONS DCSCRPn N DATE APPROVED ADDED CKARTS 03/05/12 R.L. REVISED PER NEW TESTNC 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 1 R L 1 5/8' MIN. EDGE DIST. TRIM -` INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP SHIM SPACE SELF DRILLING SCRSCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WfTH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP - PANEL EXTERIOR INTERLOCK NOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT 910 i WOOD SCREW PANEL EXTERIOR INTERLOCK NOOK STRIP INSTALLATION 2X BUCKM+OOD FRAMING 1 1/4" MIN. EMBEDMENT IX BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN: DWG ND. F.A. 08-00498 W'LE NTS I DATE 02/23/09 ISKMIO OF 10 L ROBERTO LOMtS P.E. 14JZ WOODFORD RD LEWISWUE, NC 27023 3saasar49 momas lDan Pr.cnm SIGNED: 0612012017 ICJO GENSFgif1 0„&1251 - x = p TTACTkkE 0 F fONA 10? G` Luis R. Lomas P.E,. FL No.: 62514 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 RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 7X BUCK OVER MASONRY/CONCRETE IS, OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM EI300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO 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 ORILUNG 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 C-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). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX, XIP• PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS D[SCRFnDN DATE I IMWO ED ADDED FLANGE MID FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 06a1/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111111r1/AA S Ft GRATZ. PA 17030\'%O E NS 9d; F- SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' NOTES:vT' A ATE OF 0.•. c i F. C0R1O:• LUIS R. Lomas P.E. DRAW Drc A. 0819 REV C sc"E NTS JDATE 10/30/13 OF 10 L RODERTO LOADS P.E. 1432 WOOOFORO RD LEWISVILLE. RC27027 4T+487.OW9 FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' MAX O.C. 6' MAX 6' MAX 17' MAX O.C. 9 6' MAX FRAME HEIGHT 6' MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATNG IMPACT RATING t35.OPSF NONE SEE CHARTS 01 AND R2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 Irr x 95' 2. MAXIMUM D.L.O.: 44 S8'x 90 Sr8' FLAT MOUNTED HANDLE SET (99.04.14S) AT 38 314.ON CENTER FROM PANEL BOTTOM METALLIC TANDEMROLLERS (99.17-195)AT EACH END OF PANEL BOTTOM RAILS UMINUM6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART i WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. CFF A1nTP a .- , Dosfgn pressuro chart (pso PrMnO Strpb Panel and Total From Ndlh (In) HolyM 30.0 1 36.0 4" 48.0 n) 6o.00 7200 84.00 96.00 PCs Nog P. I NOD PCs moo Pas Nog 84.0 40.0 1 564 40.0 50.9 a00 45.7 40.0 42.0 6111.0 40.0 1 552 J 40.0 75.0 40.0 43.0 394 39.4 20 40.0 1 524 1 40.0 1 45.4 40.0 40.6 37.1 37.1 9-6-0 7 40.0 1 49.6 140.0 43.1 3a.a 38 4 35 0 35.0 CHART A2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET f D0s19n Proswro chart (psf) Frar o SIr41lo Panel aw Tool Frame W6M (n) HC9m 30.0 1 3[0 420 1 48.0 n) 60.00 7200 84.00 P& PCs Np Pos Nog PCs Nog Pas Hop 84.0 56.4 50.9 50.9 457 45.7 42.0 42.0 811.0 55.256.4 55.2 46.0 46.0 43.0 43.0 39.4 394 920 524 52.a 45.4 45.4 40.6 a06 37.t 37.t QO 49.8 1 49.8 1 43.7 U. 38.4 38.4 1 35.0 3S.0 CHART AM NumbW ofanchorlocadonsr40ulmd Frown Helpnl n) Srow Panel ar10 Tout Fraeo VNmn In) 3¢0 3Q0 1 420 480 60.0 T20 84.0 6.0 HQS Jamb H&S Jamb H4S Jamb Jamb Ll 4 6 S 6 6 6 6 9&0 4 6 5 E 6 6 6S 6 920 4 6 5 6 6 6 6 9Q0 4 6 5 6 6 6 6 Re"Sluis DCSCRPWm DATE APPROVED ADDED FLANGE AND FININSTALLATION 12/10/13 A.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 1 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION DRAWN: I DwC No. V.L 08-02249 soul HTS D`Tc 10/30/13 -2 OF 10 L ROBERTO LO+KS P.E. IIJ."WOODFORD RD LEYnSVILLE. NC 27027 Li•1{J8-0609 raw.- lao-sp. awn SIGNED: 0612112017 1RL 111LIOA 5T(A OF 0R10',\,\\ A ` L? G\\ Luis R. Lomas P.E. FL No.: 62514 c w FA HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD 6: JAMBS SEE CHART p4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX6' MAX — r f O.C. 1 6" MAX 6' MAX I 1 Y MAX O.C. 6'—' AX WE CHT 6" MAX i SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILL ANCHORS PER LOCATION EXTERIOR VIEW SEE CHART #a FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT&TING REQUIRED t35.OPSF NONE SEE CHARTS I1 AND s2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 3B 314- ON CENTER FROM PANEL BOTTOM ACTALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS UTANUM6063-T6 RENFORCEMENT(666) ATALL PANEL INTERLOCKS ' NLV I IcscxPnoN GTE APNMWEO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETNLS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 1.2' x 95' 2. MAXIMUM D.L.O.: 44 W x 90 Srrl- CHART a4 Humber of amhor Iota dons repulrod SV*10 Panel and Told Lkv1 Width (n) F"A4 36.042.0 48.0 0 720 84.0 96.0 Jamb H&S Jamb H&S Jamb HLS Jamb 6 5 6 6 6 6 6 6 5 6 6 6 6 6' 6 5 6 6 6 6 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION AWN: I aAG No. R V.L 08-02249 salt NTS "'TE 10/30/13 sNrET3 OF 10 L R08ERTO LO,MAS P.E. tar WOODFORD RD LEWISVILLE. NC 27022 43+4w-a6 reomaxplrlm6npa.m n SIGNED: 0612112017 6 TAT E OF -ice 0'Pe•'PC 0 RLO: • ': ONA 11 G\\\\ Lu13 R. Lomas P.E. FL No.: 62514 1MIN. RLvl$ IDH$ EDGE DISTANCE REV DuckpTION M1F A ov[0 A ADDED FIANCE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OE/03/15 R.L. WOOD FRAMING OR 2X BUCK 1 3/8' MIN. EMBEpMEM C REVISED INSTALLATION DETAILS 06/21/17 R.L. BY OTHERS MAX. SHIM 110 WOOD SCREW SPACE 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE A 1MIN. EDGEE D DISTANCE INTERIOR010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN, tvut vibTANCE 10 WOOD SCREW EXTERIOR w000 FRAMING JAMB INSTALLATION DETAIL OR 2XBUCKBYOTHERS WOOD FRAMING OR2X BUCK INSTALLA77ON SIGNED: 0612112017 MI WINDOWS AND DOORS LLC t1111117/7,, 650 WEST MARKET STREET LO i GRATZ. PA 170309P;% 5!Z'. SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1t• 0/' 57 *— 9X 9 FRAME INSTALLATION LLATIOO N DETAILSv ram' 1 A TAT OFoRxR. orc no. 08 aLv 1: i E`S :cCOR10•G?: 7-'LE . C NA;IE?` NTS 10/30/13 w"T49 OF 10 L ROBERTO LO" 4S P.E. I4= WOODFORD RD LFWISVRLE NC 27= Luis R. Lomas P.E. Cu4n-060 FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE ^ DISTANCE 1 /4" MAX, r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA TION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 i 1/2" Mil EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLv I OESCIEP110N are APPROVM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. i.- .— JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLITION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2• PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS V.L 08-02249 G NTS c 10/30/13 ISHCU5 OF 10 L ROMR70 COMAS P.E IL72 WODDADRD RD LEWISVILLE. NC 27022 34-w-009 'A—S aranun C= SIGNED: 0612112017 J\ 5 1R111 fL 0 GENSF9iP 1t • „ s 5•• TAATTEpF :,or- js ONA11Ea Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN SEPARATION o CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1' MIN. EDGE DISTANCE 1 1/4' MIN. n EMBEDMENT r 1/4' MAX. 1 SHIM SPACE 3/16' TAPCON EXTERIOR I I I I I I I INTERIOR SILL TO IN A BED OF APPROVEDESSEALANT a 1 1/4' MIN. EMBEDMENT a' 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION KEWJONS DESCkPMN DATE APPROVED ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 1/4' MIN EMBEDMENT 1/4' MAX 1 • • v SHIM SPACE MIN. . r INTERIOR EDGE DISTANCE MIN .. aSEPARATION 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION 70 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 OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 111IIIIIfI 650 WEST MARKET STREET R' O tj//ice GRATT, PA 17030 5 SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER 96• X 96" Z * o FRAME INSTALLATION DETAILS p , TAT OF O. DUW one No. Alv i5•FiS RCOR10:•Gt' Svu 08 502 T249 C 10NA 1SarzNT10/30/13 6 OF 10 1`\ L ROEERTO LCX%"S PE. 1472 WOOOFORD RD LEWISYRLE NC 27023 Luis R. Lomos P.E. d 4746M0609bo s®BTmiuP..com FL NO.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK I EMBEDMENTBYOTHERS 1/4- MAX, SHIM SPACE 810 WOOD SCREWS EXTERIOR WJ L f INTERIOR TO BE SET IN D OF OVEO SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X SUCH BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CL4RITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8- MIN. EMBEDMENT T- 1/2 MIN. EDGE DISTANCE g10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS a¢vesa+s REV DESCR°nON LUTE APPROVM A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4- MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 ttttilrrlll IGRASTZ, MPAKET17030REET J S\EIVS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1 kMr-" TAiPOF 96" X 96" FLANGE INSTALLATION DETAILS 7D0,• DKWM twc NO, Ra eF•RCOR10;• ' V. 08 9 C s1?G\\\ s/011A111s"z NTS 6` 10/30/13 L ROBERTO LOAdAS P.E 1432 WOODFORD RD LEWISVXLE. AC270.7> Luis R. Lomas P.E. 434.689 09 mmaSVnanUx v FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 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 E2112 1 /4' MAX. B r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTAN( P0 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS mvp MISIONS I ocu3wn N DATE gwovu A ADDED PIIWCE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS V.L. 08-02249 scvE NTS — 10/30/13 T8 OF 10 L ROBERTO Lawq P E. I+32 WODOFORD RD LEmSVgLE. Nc 27= 3+fdN1-06o9 iabnus®6brtuapr om SIGNED: 0612112017 S R N IL/0 /// O . Luls R. Lomas P.E. FL No.: 62514 1 1'/2- MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. CONCRETE/ i e: • EMBEDMENT MASONRY I BY OTHERS 1/4• MAX. SHIM SPACE OPTIONAL r 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 r 3/16- TAPCON EXTERIOR LJ L f INTERIOR SILL TO IN A BED OF ET 3/16- TAPCON I I I I I APPROVEDESSrEALANT MASONRY/ CONCRETE BY OTHERS 1 1/4' MIN. a• • ' EMBEDMENT a 2 7/8- MIN. 1• MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY WSTALLATION REVISIONS DCSCFJPnOR DATE APPROVED ADDED FLANGE AND FIN INSTALLATKN 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTAIATION DETAILS 06/21/17 R.L. 1 1/4• MIN. EMBEDMENT J _ 1/4- MAX. SHIM SPACE 1- MIN. EDGE DISTANCE MIN. SEPARATION a 3/16• TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETEiMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR MMISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PEFUMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111111IIIII1 J S R,LO iiGRATZ• PA 17030 J••`VGENS 9 P SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61 * = 96` X 96" FLANGE INSTALLATION DETAILS O, 7AT OF i 8`s;'R10r jONAi10?``` azAwlc V.L o.c No. OS-02249 Rw C WALE NTS DATE 10/30/13 y'EF2 OF 10 L RMERTO LOMAS P.E. 14TZW0WA0RDRDLEWZSVUE.NCZ7022 Luis R. Lomas P.E. a a%0.0w9 m.T'no —'P.c FL No.: 62514 WOOD FRAMING -11/4" MAX BY OTHERS r SHIM SPACE 1 1/4' r MIN. LEMBEDMENT T- APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 88 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR I I FIl L EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. RNtSq'4 RN DFSC#WnM pA1E 0vw A ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETALLS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM a . ° INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP tX BUCK TO BE I I PROPERLY SECURED 3/16" EXTERIOR -""— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY.'CONCRETE 1/2" MIN. METAL STRUCTURE EDGE BY OTHERS 1/2" MIN. DISTANCE EDGE DISTANCE TRIM 1/4 MAX. 1 3/8' MIN. INTERIOR SHIM SPACE EMBEDMENT 7- HOOK STRIP HOOK STRIP S#10CR SELF DRILLINGISCREW e10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCK4v000 FRAMING SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET N 111111111/j S R'. 0% GRATZ. PA 17030 v t;ENS' SERIES 420 SGD REINFORCED WITHOUT ADAPTER o x = 96' X 96' b2bt r NAILFIN & HOOK IMSTALLATION DETAILS O TAT OF NOTES: t.WTERIORANDEkTERIORFwISHES,BYOTHERS, NOTSHOWNFORCLARITY. E DRAWN: V.L. CNC ND. i/(s.•:ORIOp.G\7C- 08 49 p . i .n , A• 2 PERIMETER AND JOINT wtE C js NAI 'NSEALANTBYOTHERSTOBENTS10/30/13 10 OF 10 flll llll. DESIGNED IN ACCOROAAK:E WITH ASTM E2112 RELRODFROLEMA.SLE. IAI2 WOOOFORD RD LEW1y17L1E. Art 270:7 Luis R. Lomas P.E. 434aro-0649 d*-A5Qkb y 1. 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 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. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. 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 RFO IIR D FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED 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 #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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS RMSwNS VMCR,PIwR are I APPRoVm A ADDED CHARTS 03/08/12 IRL 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. ' 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1111111I/ff 7gR. 1p1ji GRATZ. PA 17030 f 10 &Q6 * = SERIES 430 SGD 143' x 80" NON REINFORCED NOTES$$TAT OF s<, 4 i'O • cC0R10• 0: SSYONAt oRAw,+ o«c No. alv F.A. 08-00502 E E G` fffllli1111 1 Luls R. Lomaa P.E. FL o`L' NTS a1C 02/23/09 T1 OF 9 L.RWERrOLONASP.E. IA= W000FORD RD LEWISViLLE. NC 27017 kU4880609 rlbmss Gimuty..Gom NO.: 62514 143- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART b3 FOR NUMBER OF LOCATIONS REQUIRED 6- MP X ) - t 7 MAX 6' MAX D.C. I 6MAX L 17' MAX so" O.C. MAX RAME EIGHT 6' MAX I X C* X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING 141PACT RATING t40. OPSF NONE SEE CHARTS of AND R2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 I? x 79• Z MAXIMUM D.LO,: 44 314' x 74 23- HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 36 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS RN oCSCW swN DATE A.PROvO A ADDED CHARTS 03/06/12 RL 8 REVISED PER NEW TESMG 10/15/13 R.L. C ADDED FLANGE INSTALIAnOIIS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL CHART 01 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frart1D Haight in) Single Panel and Total Framo Width (in) 30. 0 36.0 42.0 47.7 90. 00 108.00 126.00 143.00 Pos Noy Pos Noy Pas I Neg Pas I Neg 80. 0 40.D 54.9 40.0 1 48.0 40.0 1 432 40.0 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (p4 Frame Height in) Single Panel and Total Frame Width in) - 30. 0 36.0 42.0 47.7 90. 00 108.00 126.00 143.00 Pas I Nag Pas I Nog I Pas I Nog I Pas I Nag 80. 0 54.9 1 54.9 48.0 1 48.0 1 43.2 1 43.2 1 40.0 1 40.0 CHART 83 Number o/ anchor locations raqulrod Frame Height Single Panel and Total Frame Width (in) J0. 0 360 42.0 17.7 in) 90. 0 101.0 126.0 143.0 HdS Jamb HIS Jamb HdS limb HdS Jamb 80. 0 6 5 7 5 8 5 9 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 I E scut NTS I DATE 02/23/09 1 s"M72 OF 9 L ROBERTO LOMAS P.E. 14" WOODFORD RO LEWISMLE. AC 27023 Qj-" 3409 eamasOYfanmy.com SIGNED: 0612212017 VV lllllll///iri D A,• GENSF;iP i p TATE OF F O. 4r i' PF' <0R1Dr • Luis R. Lomas P.E. FL No.: 6251A RMSIONS 1/2" MIN. REV DESCR9mON DATE APPROVED EDGE DISTANCE A ADDED (.HARTS 03/06/t2 R.L B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.LWOODFRAMINGEMBEMENT OR 2X BUCK D REVISED INSTALLATION DETAILS 08/05/15 R L. BY OTHERS 1/4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM 10 WOOD SPACE 1 3/8" MIN. 1/4" MAX. SCREW EMBEDMENT SHIM SPACE t/2' MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR I SET IN APPROVED JIO WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW VENT WOOD FRAMING OR 2X BUCK BY OTHERS GVp-rC VIJIMI C. VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: OIYC NO. F.A. 08-00502 SCALE NTS I OATC 02/23/09 —3 OF 9 L ROBERTO LOMAS P.E. IAM WOODFORD RD LEWISVILLE, NC 27= 34.6m.0 09 'A-u.4pw ..+. SIGNED: OWZ2017 ft to 0,51 p TAcrYi O F : It. - 0R10t:" t///S'10I NALEG\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1 1/2" MIN 1-1EDCEDISTANCE 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 W ACCORDANCE WITH ASTM E2112 1/4• MAX. ISHIM SPACE T 1/2• MIN. EDGE DISTANCE SMS OR DRILLING w R 10 SMS OF SELF DRILLING SCREW! L TO BE SET IN 3ED OF APPROVED 1LANT METAL STRUCTURE BY OTHERS 4• MAX. I SHIM SPACE REVISIONS DESC"PON GATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE WSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETADS 08/05/15 R.L REVISED 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 17m SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAMN; pAti NO. F.A. 08-00502 sc u NTS — 02/23/09 5aT 4 OF 9 L ROSERTO LONAS P.E. I-M WDODFORD RD LEMS VILLE. NC 2T02y 4-+-6as0609 do ,>mwm,,,P. SIGNED: 06122/2017 S 11 111Ll. 4f G E N b251 x TAT4E OF 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 3/16" TAPCON EXTERIOR INTERIOR DLPAKAIIUN VERTICAL CROSS SECTION CONCRETEIA4SONRY INSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE •'v DISTANCE •. . 3" 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 1/4• MAX Ir SHIM SPACE REVI•ilONi P V DESCRIPTION DATE AMOID) A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L- C ADDED FLANGE INSTALIAT10NS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR b EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEAMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR RNTSHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC \011111111// 650 WEST MARKET STREET `5 R- toy// GRATZ, PA 17030•\GENSF SERIES 430 SGO 143"x 80" NON REINFORCES FRAME FRAME INSTALLATION DETAILS f $$TAT OF a DRALTd• OwcNO. REV 'OF•(OR10P•? ru N7S °`TE 02/23/09 OS 52 OF 9 E '//'s/010 11A110'G``\ L ROBERIO LOUALS P.E. Luis R. Lomas P.E. 1+.1' WOOOFpRO RD LEVd%SV2LE NC77?lJ 3J488.009 rgom.> Cpuw up.0 FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4• MAX. SHIM SPACE EXTERIOR II II 11 II II. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SET IN APPROVED MIN. WENT 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 RN DCSCAPTON DINE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETNI.S 08/05/15 R.L. E REVISED INSTALLATION DETNLS 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 80• NON REINFORCED FLANGE INSTALLATION DETAILS DRA%ft 7WC NO. F.A. 08-00502 scuc NTS I DATE 02/23/09 `6 OF 9 L. ROBERTO LCWAS P.E. Ili: YYOODFORD RO LE WISY¢LE. NC 27= A3&687-0049 rm..Sv& wpQo SIGNED: 0612212017 1111 ILro GENS• s+ it • TTA o„51251 •• it = ATE OF O'. 11 a\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN, METAL I EDGE DISTANCE r STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 910 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED LJ.ANT 10 SMS SELF DRILI SCI METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA7701V NOTES: 1. LNTERlOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I 1/2' MIN, EDGE DISTANCE J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. F SHIM SPACE REV 06CiG1MWN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB 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 DRA.It ,?MC NO. F.A. 08-00502 MAU NTS I DATE 02/23/09 —7 OF 9 L R08ERTp LOMAS RE 14= HOOOFORD RO LEWISVILLE. NC 2= 4N-61e-06o9 ilannokl rtuaw.a SIGNED: 0612212017 M , CENS 9J, D,51 f TTAATTfrE OF F Z O. Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. I- MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4" MIN• EMBEDMENT OPTIONAL qk1XBUCK TO BE PROPERLY SECUREDSEE NOTE 3 SPACE SHEET 1 3/16- TAPCON EXTERIOR 11 11 11 11 11 11 INTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS ncrw nnvn VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 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 F 1 1/4- MIN. EMBEDMENT 1- MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 1 OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLV90NS REV DCSCR PMN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 RL. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: T. 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 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111'111'11I, J S R'. LO i CRATZ, PA 17030•GENI? 9tp 0 5/1!*= SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS TE OFA` O.• DRAW Oxc Ro. REV F.A. 08-00502 E ii,/S SO"c 02/23/09 8 OF 9 I/pNAiyE R. Lomas P.E. LROEERrOLOMASP.ELuls 14= wOODFORD RD LEMSVILLE. NC ZATIO rA3-4&0-0GQS rpom tnonasP.mn FL NO.: 62514 REV6gf15 REV OCSCRPnDN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 5/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EDGE DIST. 0 REVISED INSTALLATION DETAILS OD/O5/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L TRIM G n INTERIOR EMBEDMENT MASONRY/CONCRETE r BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X 6UCK TO BE PROPERLY SECURED 3/t6" METAL STRUCTURE 1/2" MIN. BY OTHERS EDGE DISTANCE TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP S10 SELF DRILLING hEl SCREW PANEL 1/2" MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT NOTES: HOOK STRIP 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE B 10 WOOD DESIGNED IN ACCORDANCE WITH ASTM E2172 SCREW SIGNED: 0612212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC RIIILIII 7jiHOOKSTRIPINSTALLATION650WESTMARKETSTREETto 2XBUCKNYOODFRAMING GRATZ, PA 17030,•.C-ENSF;96+% JCS , SERIES 430 SGD 1 x BNON REINFORCED HOOK INSTALLATION DETAILS TAT OF o A ; Oii oRAwn: Dw rla Rtv 08 seat DATE NTS02/23/09 —92 OF 9 L ROBERTO LOMAS P.E. 1472 vNOOFORD RD LEWISVXLE NO,70n Luis R. Lom03 P.E. aU. 63S.OM 'D Ow nw oa FL No.: 62514 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 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 ANCHORCALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM i5 REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REOUIRED 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 DONOTREOUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO o 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. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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, 33KS1 OR ALUMINUM 6063-T5 .048• THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 ELEVATION 9 TINSTALLATION DETAILS RLVIS1pN5 DEWR1P110N DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTWC 10/15/13 R.L. WED PL/WCE INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 08/05/15 A.L. REVISED INSTALlA710.4 DETAILS 06/22/17 R.L. SIGNED: 06/2V2017 MI WINDOWS AND DOORS LLC 650 WEST REET GRATZ, PAK17030ET EIVSF Fs ir• 0 51 * - SERIES430/440 XIX SGD 1 d3" x 96" REINFORCED NOTES TAT OF 4= i A.s-Z0RID G\\` ii/,S,ONA 11E i\\ Luis R. Lomas P.E. DMML F. A. Dwc ND. 08- 00503 REV E 4 NTS DAn 02/23/09 SHM OF 9 LRosEROLEMS UE. 1432WDODFORDRDLEWISv4LE, IJC?7LC'7 1+ 1B&a rawus@!rb asp, FL No.: 6251 A j --- i'7 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REQUIRED ,{ 17' 6 MAX I MAX rD.C. 6" MAX 6- MAX L 17" MAX O.C. 96' MAX FRAME HEIGHT L 6' MAX SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS 01 AND 42 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE. 48 Pro 95' 2. MAXIMUM D.L.O.: 44 3(4' x 90 W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 3A4. ON CENTER FROM PANEL 80 METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS JNJNUM 6063-T6 REWFORCENENT (60)AT ALL PANEL INTERLOCKS JNJNUM a063-T5 REINFORCEMENT (4237) LNTERLOCK ADAPTOR AT INTFRInR Far OF OPERABLE PANEL INTERLOCK DESCRW[ION A ADDED CNARTS B REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHART 41 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (,er ShWD PaImJ and TOL31 Frama Man (n) Wbnl J0.0 J6.0 420 47.7 in) 90.00 10a00 126.00 14100 Po; Neg Pot I Nag PD. Nog Pas Nag N.0 40.0 60.0 400 57.9 40 0 520 a0.0 48 0 88.0 40.0 80.0 40.0 54.6 40.0 489 40.0 45.0 9 a 40.0 596 40.0 51.7 40.0 46.1 40.0 42.3 Sao 40.0 56.6 40.0 49.0 40.0 43.7 Ann 40.0 CHART n WHERE WATER INFILTRATION RESISTANCE IS MOT REQUIRED SEE NOTE 9 SHEET 1 Design Pressure chart (pso FfanD 0. Pans ana Total Frmm Woo (h) Mt" 70.0 1 34.0 4L0 47.7 h) 90.00 1 10100 12a00 14100 Pas I Nog 1 Pos I Nag Pot I NOV Pas I Nap a4.0 60.0 1 600 57.9 57.0 52.0 1 52.0 43A 4a0 4a.0 60.0 W.0 S4,a 54.a 4a 9 aa.9 a5,0 45.0 920 59.a 59.6 51.7 51.7 48.1 46.1 423 42.3 9a0 568 1 56.0 1 49.0 1 490 131 41.1 401 a0 0 CHART.-1 Numbar or anchor lowl0nt ra0ulrod Frano 5 910 PbV DW T0W Franc W1mn (n) Hobta 30.0 3a0 42.0 1 .7 N) 90.0 108.0 12a.0 1410 HaslJ;mbl Nay I Jamb Na$ Jamb HAS Jamb 0 0 a 7 6 tl 6 9 a 14.0 7 8 7 6 9 a9207a76tH9696.0 7 8 7 6 9 6 III WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DRAx«: Drc rso. F.A. 08-00503 W`E NTS D"TC 02/23/09 w-02 OF 9 L ROBERTO LOIAAS AE. 14J2 W WOFORD RD LEWISVILLE, NC 27= 434•C46-0609 raarr 9Cbl A., • p.- MTE APPROVED 03/06/12 R_L 10/15/13 R.L. 12/06/13 R.L. 05/05/15 R.L. 06/22/17 R.L. SIGNED: 0612212017 R I iL o' r,•GENs?J1 k• a 51 *= T.TA pF 40R1D'IG\ AL Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 1 3/8' MIN. 1/4" EMBEDMENT MAX. SHIM 10 WOOD . SPACE 1/2' MIN, SCREW - EDGE DISTANCE IF10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, ACT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS AN IRV6UNS OESCRIVIION PATE-wR0Vw A ADDED CI•uR1S 03/06/12 R.L. B 1 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS DD/05/15 R.L. 1/4 MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. rSHIM SPACE U3 INTERIOR Fol 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 SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS t1RMM OfC MO F.A. 08-00503 WALE NTS ' 02/23/09 —3 OF 9 L. ROSERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE. ND 2, 434-w-0609 d) n S@ l0Mjvr,o SIGNED: 0612212017 1R I IL/OAF /, STTA X Of : a zz x 4'- Z0R10* :A: • SONA lop Luls R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOY/N FOR CLARfTY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 1/4 MAX. SHIM SPACE I 1/2' MIN. d5 OR EDGE DISTANCE TRILLING — R 910 SMS OR SELF DRILLING SCREWS TO BE SET IN IED OF APPROVED LANT METAL STRUCTURE BY OTHERS I:A I thf I L)K REV DE.'.CwInON DATE I -APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS OD/05/15 R L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 xlx SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRANAL oAc No. F.A. 08-00503 W-A'C NTS — 02/23/09 1-4 OF 9 L. ROBERTO LOMAS P.E. 14M WOODFORD RD LEWISVILLE NO 2 023 3447&OW9 nwnummwm,sF.cam SIGNED: 0612212017 J\S1R. to C E HSF9`r 0 51 _ is • It = gip•, TAM OF • — 0r Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN. SEPARATION 1' MIN. EDCE DISTANCE EMiEDMENT MWOMMIN EXTERIOR 1 1/4* MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4- MAX. J SHIM SPACE 3' 3/16' TAPCON MIN. SEPARATION L INTERIOR 3/16' TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8'• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&M'ASONRY INSTALLATION 1/4' MAX. SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLV61OM5 REY D[SCRFnON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLARON DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOVM FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE N7TH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 1111111IIII, N,5!t'.. 4f/ice GENS'1s SERIES 430/440 XIX SGD 143"x REINFORCED/nic p„61 7t FRAMEAME INSTALLATIONLATION DETAILS 1 • TAT OF FS ;c( OR 10PMAWDAcrro. 08 REv E TS "n 02/23/09 53 OF 9 L ROLERTOLOAMSP.E. 743: VOOOOrORDRDL.EMSVILLE.AC270Mrt3"4$10609 rEwr-O m-pq — Luis R. Lomas P.E. FL NO.: 62514 ID FRAMING — t i 2X BUCK BY OTHERS 10 WOOD -- SCREW EXTERIOR N10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE E133/E MINMENT 1/4• MAX. SHIM SPACE 1 3/8• MIN. EMBEDMENT l-- 1/2' MIN. EDGE DISTANCE INTERIOR y10 WOOD SCREW r SILL TO BE SET IN A BED OF APPROVED 1 SEALANT 1 3/8• MIN. EMBEDMENT 1/2• MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WJTH ASTIA E2112 WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. r SHIM SPACE K RN DCSCRW710N DST! I APPM10 A ADDED CMARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED 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 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS omwm QA'C NO. F.A. 08-00503 GLE NTS I O"TE 02/23/09 SMELT6 OF 9 L. ROBERTO LOMAS PE 14.72 VA)ODFORD RD LEWISVILLE N0 2;= 7+.saa-Dto9 monusl/lrlmxp.m, SIGNED: 0612212017 S 1REIL/o41 G NSA ,ap 0,251 T r A T- OF LL/ = i .e•R 0R10Lug G?\.. Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILUNC SCREW M ETAL STRUCTURE BY OTHERS 1/2" MIN. _ EDGE DISTANCE to I tillUH 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOIAW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE OR LUNG 11V 1 CrI[wrl L TO BE SET IN BED OF PROVED SEALANT 1/4' MAX. SHIM SPACE 1/2' MIN. EDGE INTERIOR DISTANCE A10 SMS OR SELF SCILLINGREWS REYRDnS DESCWTION DATE APPROVED ADDED CNARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 05/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. 11 METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAMS: Ort NO. F.A. 08-00503 WALE NTS I DATE 02/23/09 S T7 OF 9 L ROWRTO LOMAS P.E. 1432 NODOFORD RD LEw1SVJLLE. NC 27027 41adE60009 rtortusY trbnw pv.oan SIGNED: 0612WO 17 5111 11li/0 //,, / 1 i F• Or • D 61AT251 t - A TTATE OF A Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a n 1 1/4' MIN. a. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4 E NOTE 3 SHIM SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS oerPvaAuury VERTICAL CROSS SECTION CONCRET&LL4SONRY INS TAL.ATION INTERIOR 1 1/4' MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE I' MIN. EDGE DISTANCE ° INTERIOR 3' .. MIN. SEPARATION ` Ty , lt:z= 3/16" TAPCON Slll TO BE SET IN a EXTERIOR A BED OF APPROVED SEALANT ... . CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT I' MIN. EDGE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1RVLWNS REV DESCRLPTM WE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL CONCRETEAMASONRY WSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET X111111111,1' 5 R. L0// GRATZ, PA 17030 OENS 9U1 o 51 * = 4.TATii SERIES 430/440 XIX SGD 143" x 96' REINFORCED INSTALLATION DETAILS r FLANGE p OF O'c s 0wm 0wc No. 08— 03 REV E///S1ONA11Ea02/23/09 8 OF 9 L ROSER TO LOMAS P.E. 14V WOODFORD RD LEMSvr1LE. NC 27023r asLuisR. Lomas P.E. 6ft-0 0s monals6NnmlaP..cv+n FL NO.: 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS, TO1XBUCKTO BE PROPERLY SECURED 3/t6" EXTERIOR —= --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY7CONCRETE METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP REVL*I'0N$ REV DESCRIPTION DATE APPROVED A ADDED CRARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/1, R.L 1/2" MIN. EDGE DISTANCE d10 SELF ORILUNG SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METALSTRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP a SCREWE EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING NOTES- 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOVM FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA.17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: Dwc NO. F.A. 08-00505 ALE NTS I DA1E 02/23/09 1 S'MET9 OF 9 L ROBERTO Lam" P.E. 1432 WOODFORD RD LEWISVILLE. NC 27022 494648-OC49 rEMus®Ybnc'lsp — SIGNED: 08/22(2017 J5kj 11IIL/0 //,/- E tip 0„6125/1 TAT OF O FS 0 R10 •G\?: . Luis R. Lomas P.E. FL No.: 62514 Business & Professional Regulation kol r 11, BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats A Faces I Publications I FBC Staff I BCIS Site Map I Links I Search Flolda r('=r r' Product Approval IUSER: Public User Product Approval Menu > Product or Apollratlon Search > Application Llst > Application Detail FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr, Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certlfied By Florida Ucensed Professional Engineer or Architect FL9174 R12 Equiv WD2017-OO1R2 Evaluation Report - FL 9174,PDF Sections from the Code 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 iI 0228-318958-P8 S.odf FL9174 R12 it 307494 P11 Track Supplement Chart sloned.pdf FL9174 R12 It 324620 P16 Jamb Connection Sup) sioned.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 11 0229-318959-139 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suon sioned.ndf 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 16' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 11 0230-318960-P10 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 II 0231-318996-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 iI 324620 P16 Jamb Connection Supp sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.)df FL9174 R12 11 324620 P16 Jamb Connection Supp sioned.odf 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 9174.6 15120 / 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.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 319040 P1 Post Istall Instructions slgned.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo signed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W132017-OO1112 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 11 0232-318999-26 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart slaned.odf FL9174 R12 11 324620 P16 Jamb Connection Suop signed.pdfImpactResistant: 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 W132017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 lI 0233-319000-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slgned.Ddf FL9174 R12 iI 324620 P16 Jamb Connection Suoo signed.pdfImpactResistant: 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-OOIRR Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 Suoolement Chart signed.odf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Stipp slaned.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 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 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.pdf FL9174 R12 I1 319040 P1 Post Istall Instructions slgned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Stipp signed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' 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 0600-319026-135 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sicined.odf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 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-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 II 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odF EL9174 R12 11 324620 P16 Jamb Connection Suop signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes ' 9174.13 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 F1,9174 R12 11 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.Ddf FL9174 R12 ti 324620 P16 Jamb Connection Suop signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 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 WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 II 0603-319029-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 11 324620 P16 Jamb Connection Suoo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 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 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 R12 11 307494 P11 Tracl; Supplement Chart signed.odf FL9174 R12 11 319040 P1 Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD slgned.ocifDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 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.pdf Approved for use outside HVHZ: Yes FL91.74 R12 If 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 It 324620 P16 Jamb Connection Supp signed.odf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +15.30/-17.00 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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 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 II 0606-319032-137 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 lI 319040 P1 Post Istall Instructions slgned.odf Impact Resistant: No FL9174 R12 lI 324620 P16 Jamb Connection SUDD signed.odf Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: DoorswithglazingshallnotbeusedInthewind- 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 WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Part,/: 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 11 0609-319035-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Suoolement Chart signed.odf Impact Resistant: Yes FL9174 R12 11 319040 Pl Post Istall Instructions signed.pdf Design Pressure: + 39.20/-43.70 FL9174 R12 11 324620 P16 Jamb Connection Suoo signed.odf 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 9174.19 5140/6100/9400/9600 90608 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 lI 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sianed.pdf FL9174 R12 If 324620 P16 Jamb Connection Supp sianed.pdfImpactResistant: 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 II 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection Sunp sianed.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 Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487.1824 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 traditional 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 emails provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Film eZ ecl 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, 14 L,::Z4 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 Introduction/ Scope p0N ' Tyan_''% No.46718 3 . w ; LkV STATE OF 441, 1 0 ' . FCORIID 0NA1- ?.. 111111%x\\ 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. II. 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 III. 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, I 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. 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 26.90/ 30.80 psf 15.30 / 17.00 psf 25.901 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.E FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 sf 39.20 / 43.70 ps, 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 Rating Yes No No Yes Yes oN. D'. TyTable1B — Doors under Evaluation UcENs NO-7( 46718 •. cn Lzjz3('r 0T ' STATE OF (C/ t' L7 2 's O/VAL ENG\\ \ 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'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 sf 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 pQ- Table 1C — Doors under Evaluation ts 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 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf 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 r iiirrrri o ENSF '•./9 No. 4671a STATE OF ONA4\N Z v31 7 LAO d 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 51 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, 14 " Gordon Thomas, P.E. FL PE # 46718 NOTES_ 1. NON -IMPACT RESLSTANT GLAZING OPTION - .ON' MNO M SSS GLAZING IN MCLOED FRAMES SCREL'iD 13 CANORR AHME- TOGETHER PITH A MM M OF (6) 66a1" SCRELG OSTALLED IN TOP OR WTER14DLATE SECTION (WITH CH TATHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS pRAYWC. CLA21N0 13 CA FLAG ANCLE- SHALL HAYS A MAXMLM HEIGHT OF 1175• AND A MA)2YUM LENGTH OF 16.75. GLAZING IS NOT U'PACT 1{ w MIN KORR- RESSTANT AND DOES NOT MEET THE REOVIREMENTS FOR TRACK YANO-BORNE DEHIIS REGIONS 5/16 1-!/e•- 2. IMPACT RESISTANT GLANHO WI10N - IMPACT lAC S[R YN$ RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP CNN 3 AS OR INTERMEDIATE SECTION (WTH OR gTHOLIT DECORATIVE SHORN) INSEnT SJe}1t GLAZING SHALL BE 1/4 MARROLON-AR le w uN VERr- POLYCAOQ/AiE Gt EQUAI- GLAZING SHALL HAVE A TRACK IJA)=u MMONT OF 15.21' AND A MA71MM1 LENGTH OF MOM.. CAZM IS IMPACT RESISTANT AND DOES MEET THE REOUREMEITS FOR WNC-BORNE DEBRIS REGIONS3/C LAD• SEE DETAIL E ON SHEET 2 FOR ASSEA®lY DET•+c SICKEN Af EACH GLAZED SECTION REOURES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTEGRAL 10 (SEE DETAIL 0 SHEET 2 . le CA J-SIRUI SCREIED TO LOWER 1/4-204/15' TRACK- NTEGAAL R19 OF SECTION AND OPERATOR STILE TO RE DOLT AND 1/4-20 NER INSTALLERFACTORYINSTALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH Je JAMB 1 4-I41 /Y SELF ORWPTITE SCREW TO ATTACH OPERATOR SITE BRACKET LOCATION E J-STRUT TO THE INTEGRAL R® AND AT THE CENTEALNE OF THE DOOR PER OETUL r ON SHEET 2. 1 VINYL OR WOOD DOOR STOP NAILED A MAIOMUM a 6' OC MUST OWERLAP TOP AND 801H ENDS OF PANELS MINIMUM 7/16' TO MEET NEOATIVE PRESSURES 4. KEY LOLL SJOE LOCKS. OR OPERATOR REQUIRED. is CA STIFFENED' S. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN JAMB BRACKETS PLACE POLILOETHANE TOMINSULATION CHEMICALLY SEE SCHELOULE FOR BONDED TO 30 CA KMMMW FACER STEEL AND A OUAITY. LOCATION. POLWLAMINATE BACKER. OR 32 CA STEEL BARER. END AND TYPE CAP TO HAVE A NMMUM 1.1• DEPTH. THE DESIGN OF THE SUPPORTINGS001CTURAL KEY LOCK OR SL10E LOCX- EL(MENTS SHALL BE THE RESPONSRIUTY OF THE BOTH rJNDS ((NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED VLTI1 OPETRATOI STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON MS ORAVNO. LOCH SHOEM FOR 7. DOOR JAMB TO BE MINIMUM id STRUCFLNM GRADE CLARITY NELUMBER. REFER TO JAMBCONNECTION SU/PLE16M FOR NOTE (4) SECTION SOLID ATTACHMENT TO SUPPORTING, STRUCTURE. DOOR SHOWN. SEE SHEET 2 FOR U-BM LOCATIONS 6 LOOM OPTION - .040' MINIMUM LOUVERS N MOLDED ON DOORS WITH OTHER FRAMES SCREV6XD TOGETHER WTH A LMWM OF (D) SECTION QUANTITIES AND FBAs' SCREWS INSTALLED III THE BOTTOM SECTION. SEE NOTES 1 AMD 2 ON THIS SHEET FOR GLAZING LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET OPTS' THE RERXJ:AFJJENTS FOR YmRD-BONNE OEBNS REGIONS LOUVERED SECTION REQUIRES OPERATOR STB.E TO BE FACTORY INSTALLED AT THE CENIERLNE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE ND OR I UNIFORM LOAD EACH JAMB (PLF) LL'',L1E N II UJEJ'', KID r ND. 77945 -_ O •.• STATE OF CSY •'•F ORIDA,. •'GC HI CCU,, . cSt1,'PE u71 tKAJMY ,M IwHurtHOCE" n rt 7TF.1 v NN: 11r6/6 ARORI90NAL OKDCUI SEAL " TM D QQY FIR INVEIGLE OC1 or 1taL0A0 c"TRJCTIDN DET/uli 1P. CHANGES TO GENERAL rOKMA1 AND CHANGED E DOOR U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAJHER. ADHERED 10 CENTER OF TOP SECTIONS IV 113 AIDED OPI 20 CA END CAP R] 5 tO.TN DOOR NDTHS 5/10/05 OOEO IMPACT STANCE TO ODOR. D MODEL 6100. EIEO NOTE a TO E THAT LOIVCRS NOT IMPACT ETANT. 6/B/07 IOWFED JAMB WET SCNEDUIE FOR OPTION. ADDED LAIR X DETAIL SHEET 2, 4/17/O6 10DED IMPACT CRT 7/22/05 S UPDATED TIRE GLCC( CRT 9/25/10 PIO ER31S26 AOOEO I665, AND NOTE- (5) CENTER HINGES PER JOINT BAEXFA NOTES REQUIRED ON DOOR MIDIHS TREATER THAN CSC 5/23/2017 17-0'. (3) CENTER HINGES PER JOINT RCOUIRED G.DOOR.LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE IXT SECTIONS0,F Ets EACH JAIO TRACK BRACKETS MEASURED FROM wTTW OF TRACK (ALL DIMENSIONS !: 2-) 1 C JB I 01 , 23-1 JB , 34 JB , 45-1 4 01 , /Y J8 7-0' 4 6 FAT Js, 10' JB 21-3 4 JEI. 22-3 4' JB 12 A 63-1 1 JB Er-0• S e C JB 13• O 2 JO 34 JB 47-1 4 C . 59' JB 67 GI. 75JB e'- 0• s 11 e 11 FAT JB 10 JS 21-3 4' JB . 29-3 4' A 41 QBX 57-1 4' JB , K JB 75-I JB 6- O• CH Urr ROCF PITCHI SEE NOTE BELOW OLLOIING OMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK NTH 1/4-20a/16• TRACK BOLT AND NUT. FO JOAWC DIMENSION DENOTES QUICK WSIALL JAW BRACKET INSTALLED N BUTMZFLY SLOT. NO AOOnONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS % ITH HIGH LIFT. ROOF PITCH. AND/OR GREATER INAH E IN HEIOKT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES ISCAM N.T.S. SIZE A W. Wayne DESIGN (PSf: +2i90/-28.60 MAX WD1H: 16'-0'I DATE NAME 7E57 ( PSF): +38.85 -4].20 MAX MEl(1H T: B'-9" DRAYM 3/B/GIB CART A1,!'` i[/ = Dalton. IMPACT/CY UC RATED (YES/NO): WS MAX SECTION HEIGHT.21- CHECKED 4/6/06 LRB GARAGE DOORS MODELS 5120/9100/9605 SHEET 1 of 2 l 01w96Y OF OKRNEAD DOOR ORAW,NO PART NO. REV. MIS ACOSOR DRIVE PENSAcaA FLORIDA 3n14 WINDLOAD SPECIFICATION OPTION CODE 0230 31896C P10 epa 04-o&w 13 W ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 W ADJUSTABLE FIXTURE ATTACHED TO TAIN THE (5) PRE-MMCRED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD LM 0OTTOM OF U-BAR AND ATTACH THRU END CAP AT MM (2) I/4-14,5/B• EACH {2m WITH (2) 1/4-14,7p' / UIMP117E SCREYlS SELF DImlDRO UPDTE SCREWS r FOR STANDARD TRACK AND (7) G 1/4-14.7/e' SEIf DRILLING CM.PTTE SKEWS FOR LAW 0. HEADROOM TRUCK (2 OF MOCH . . ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SMOMN) LOW HEADROOM TRACK 13 GA ROLLER SLOE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-AAR CIE U-BAR OVER IHTEORAL RIB MTH MIN (21 1/4-14,5/e• CRDoTIT SWET6 THE (e) PRE-PU,IC/ICD N0.E5 EACH END FACING UPWARD AND ATTACH THRU ENOUSEV°_WHO HOLE IN SLIDE TO ENSURE PROPER ALIGNMENT OF ROLLERS DAP AT EACH END YATN (2) 1/ti14,7/R• 9C1iR ID CA (ONCE ATTACKED SELF DRILLING CFWTITE EXCEPTION' U1-BAR PLACED OVER TIP WITH (4) 1/4-14AS/S' / RIB ON THE BOTTOM SECTION SMALL ONLY omwnrC SLT4EWs (2 OF BE ATTACKED TNRU CID CAP AT EACH WHICH ARE FACTORY END MITN ((1 1 4-14X,74/e SELF OPXU NGTHE ATTACHED) CRIMPIRE 50RW LOCATED• ON BOTTOM FLANGE OF THE U-e AR Merr. DUE TO CLEARANCES REOLOtEO TO 2' NYLON SiCRUCARD INSTALL SCAEM6 AT THE ENDS OF THE ROLLER WITH U-BARS. ALL U-BARS SMALL OE 4-1/2• STEM DETAIL B INSTALLED ON SECTIONS PFAOR TO INSTALLING ROLLER SUCES AND TOP FIGURE ON THE U-BARS. SEE ATTACHMENT NOTES 014 IRS SHEET. Ie CA HINGE ATTACHED IF OVf]R INTEGRAL RID AND ATTACK YARN (e) 1/4-2Ob/e' 4 f• 7 t# MIN (2) 1/4-20+6/i• , CCVPnTE sCRE MUCH ARE FACTORY PIMP UNITE HEOSCRROI U PRE -PUNCHED HOLES AT ATTACED. ] EACH INTERMEDIATE FACE TALEDIAREFIELDINTOLOCATION (1 THRU FLANGE AND I OF TOPLEAF. AND 1 OF WHICH IS FIELD 94STALLM OF U-SAR AND BOTTOM HINGE LEAF AND I THRU THRU FIE-PUNOIED HOLE WEB OF U-BAR AND IN U-e DETAIL C INTEGRAL RBI OF SECTIOH) 12 CA BOTFOf BRACKET FACTORY ATTACHED VAT" ' I 1 4-14.5/B' PUCE U-BAR OVER INTEGRAL RIDMTH NOTCH BO DU TOCIEACLEANBOTCnhSORM T AM ARID ATTACKTHRUENCATEACH END VAIN (1) 1/4-140/5' SELF ORLLDNO CRIWPTITE SCREW AS FOR IMPACT RESISTANCE, SH01WR ANDUSE(1) 1/4-14,7/IF SELF BOTTOM BRACKET MUST BE DRILLING C IMPTITit SCREW ACROSS THE SCREWED TO THE BOTTOM \.. BOTTOM OF THE BOTTOM U-BAR AT W U- BARTH2) 1 4-M,7/B' SERF DETAIL D EACH PRE - PUNCHED MOLE AT EVERY MINCE CATION. USE (1) I/4-2D6/e' LOCATION. Ce1(IDTE SCREWS SEE IMPACT BOTTOM BRACKET CRMPTITE SCREW AT ALL OTHER PRE-PUHCEO HOLE LOCATIONS. DETAIL THIS SHEET. NE .. oR ''',, o: y No. 77945 0, •.. STATE OF 4 - OiVAL 111I) IIIIII0 `\ AfAYNC 1 , GGF9L R 1ATA WAttIw MART MaLM R R T111] R R .. 11TRAA PROrE=0KN. FI1m11nS QAL PRIDED OMLY FOR IXR.M'vinllN w WT w —stft Dm RETIES 4 MIN STAKES$ WITH STAINLESS BALED RUBBER WASHERS 3- 1/2. O. C. MAX--Z SSG400 AC STRUCTURAL SEALANT ORT EOLRVALEN FACERSTEELDETAILE k4lo USED ILLY ON IMPACT GLAZED SECTION - 11 CA I¢1NFORRAMENT BRACKET ATTACHED SELF LUNG CR THROUGH E SCREWS ( 2THROUGH BOAR BRACKET ANDU-BAN) ' DETAIL G 9) 1/ 4-14, 7/8' SELF DRILLING WNPnTE CREW AT CENTER LINEOFDOOM1RUJ-STRUT At OPERATCR BRACKET. BOLE, }STRUT • SUER ONLY REQUIRED ON IMPACT OLAZED SECTI011S SEE NOTE 2 SKEET 1 DETAIL F ATTACK BOTTOM BRACKET TO BOTTOM U-BAR MATH (2) 1/4-14,7/ w SELF ORhLVO MUPTITE SCREWS IMPACT BOTTOM BRACKET S) SECDON DOGS wTK A ]•. III CA GARS LOCATED OVER INTEGRAL REIS AS 4) SECTION DOORS VAIN ( 5) P. ITT CA e0 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOW — U-R R ARACNV NT NQ•TS I. ALL u-aARS SMALL BE HEED OVER INTEGRAL RIBS ARID ATTACHED THAU PRE-FUNCHED HOLES R1TH (2) 1/4-14a5/e• CeNPTITE SCREWS AT EACH INTERMEDIATE MNOE LOCATION. (2) 1/4-14.7/ S' SELF ORUIXG C.MPTTE SCREWS AT EACH END CAP (EXCEPT BOTH U- BARS ON BOTTOM SECTION - SEE DETAIL B AND D INS SHEET). (2) 1/4-14.5/e• CRLUPTITE SCHE115 APPROXIMATELY MIDWAY REMEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATIONL AND (1) 1/4-14.5/0' C0NFn7E SCREW APPROXIMATELY Cr FROM EACH ENO FOR DOOR W1DTH5 CHEATER THAN IY- O•. THERE SHALL BE A TOTAL OF (20) SCREWS AIIACANG EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SMALL HAVE A TOTAL OF (1p SCREWS EACH. FOR DOOR 10THS LESS THAN CH EQUAL ED 12'-C', THEME SMALL BE A TOTAL OF (1e) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SMALL HAVE A TOTAL OF ( 14) SCRERS EACH R WDDOW TRIM 2. NM THE EXCEPTION OE THE (B) PRE -PUNCHED HOLES IN THE TOF OF EACH END USED FOR ATTACHMENT OF THE ROLLER PCLYCARBONAIE SLIDES AND THE ((A PRE -PUNCHED HOLES IN THE BOTTOM OF CH EAEND USED F THE ATTACHMENTCH THE LOP FDCURE AND UNLESS NOTED OTHEAMSE ON TFOS SPECFICA7101 CRAMNG. ALL PRE -PUMPED HOLES IN ALL U-BARS SHALL BE ATTACHED TO IKE DOOR PATH 1/ 4-14.5/e' CIWTITE SCAE-S. 1 SB CA U--BARS SHALL BE STAMPED "44' APPROXIMATELY B' FROM EACH ENO Wayne Dalton. GARAGE DOORS DIVISION OF 0V92NEAD DOM Ca SBS ADDISON DARE PENSACOLA. FLORIDA 32514 RATINGS CHANCE TO GENERAL DAT AND CHANGED IAA FASTENER ME ENO CAPS AND TON RETAOiR. UNCEO CrUTER HINGE ICE AND ADDED VER OPTION. AIGEO STRUT HTIRCATION METHOD iU COLDRED FAINT TO MPED NUMBER B/(I ADOED SUPERUPOSED ION PRE SSWE LOAOS SU"DR TIMG UCIURE AND ABED NUMBER OF TENERS AND CENTER R.S RECURRED FOR IROWMA DOOR WIDTHS. 1 5/10/ 0A ADDED IMPACT LSTA4CE TO 000R- I- cD MODEL 4100 HFIED NOTE R TD lE THAT LOUVERS NOT IMPACT ISTAHT. 9/9107 MODIFED AAMB UXET SCHEDULEFOROPTION. ADDEO U01 CK OETAL SHEET 2. 4/17/ Oe ADDED IMPACT STINT RAZING. ED TEXAS LICENSE AM TO TITLE BLOCK kNGED LOUVER N07L RCASED MAX HEIGHT e'-B•. ADDED HIGH X AND ROOF PITCH ICK NOTE 7/22/05 UPDATED TITLE BLOCK e/2B/10 M31526 RED 'GM AND XER NOTES 5/ 23/2017 ST ( +] e.0. S -43.20 MAX HEIGHT." 8"-9- RA6N 3 B/Oe GILT PACT/CYCLIC RATED (YES/N0 YES MA% SECTION HEIGHT. 21' ECXFD 4/0/OB IIRB MODELS 5120/9100/9 ;05 SHEET 2 OF 2 DRAWJIC PART N0. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 S SPLICE PLATE LOCATION e SEE SCHEDULE 14" MAX i - 12" MAX 12" MAX I I 12" \'1 j13 MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DAATNE J KCRVM, PE TY376COUNROAD 160 M NT NPC DNA FL PC 77943 TX C 11796H PROFESSONAL ENONEERS SEAL PRONGED O &Y FOR VEIOi1CATION OF \NDL.OAO C"TRUCTION OETo EE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI 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— RSW 0. 28 13 GA MIN CONTINUOUS WALL ANGLE NO. 7794 /NS o o(\ / c TAB CF (Z` ASS/ • ' ORIDA ,.•' N 1- 7 gomlimmom TYPICAL LIP RIVETING DETAIL TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 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 TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH 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 4Dalton. 611DOORS3395 ADOISON DRIVE PEN 850 44-989A032514 TRACKSUPPLEMENTCHARTLACK - CUPS -TEXAS ALL ANGLE 12 FOOT DATED J 6/11/03 3 UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46. 00/-52.00 PSF FOR L DDOR 1MDTHS ITANGED ' TEXAS WALL NGLE' TO 'CONTINUOUS ALL ANCE'. ADDED 3BSTRATE MOUNTING LllI CHANGED TO TEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT. DOER MODELS 9600 VD 6024 WITH OVERLAY TRACK CLIP HEDULF- RT 5/21/07 S UPDATED MODELS SiED IN CHARTS PRATED SPLICE 2 CUP CHEDULES. LP 9/06/07 1 O/D.S/07 UPDATED CHARTS TO UNATE THE USE OF CED 419ACRCLIPOSSTHEi UPDATED STEEL WNTING 07AIL It! 04/11/08 EXPANDED 1-1/2' TO 3/ 6' DOOR THICKNESS TART UP TO 14' HIGH. IT 12/11/D6 0 UPDATED TITLE TICK 7 6/2/10 1 UPDATED TITLE DCK. REMOVED CHART. T 11/15/13 2 UPDATED TITLE DCK. L5/1S/17 SHEET 1 OF 2 DRAV4NG PART ND. REV. 307494 P11 2 3/4" t1" EDGE DIST E60XX MIN. 11 88 22 2 4 MIN 3/16•• THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR _ — _.— BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 4" CONCRETE MOUNTING DETAIL O—YWE 1 XORNW, PE 4576 COUNTY ROAD 190 DUM HOPE. Dlm R K 77943 rx PE 117255 PRUfESSDNAL EN6TNElR'S SEAL PROVIDED OHIT FOR VMCATIOI: OF WMXOAO CONSERUCTON 9E79E5 WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4— 2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP 1 111Ir rr// NE' J KO ICENSF •.7/j No. 77945 S O STATE OF 4ORIOP, SZO/VAL ::x-V Wayne muDalton. GARAGE DOORSllf i7 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(M1A474-989A032s,4 REVISIONS CHx-CLIPS-TEXAS ANGLE 12 FOOT 1TED 6/I1/03 iPDATED FORMAT. EASED ALLOWABLE SURES TO 00/-52.00 PSF FOR DOOR WIDTHS. ICED 'TEXAS WALL E' TO "CONTINUOUS ANGLE'. ADDED 4/2/07 oa00OVERLA T 5/21/07 UPOATED MODELS ITED IN CHARTS. SATED SPLICE do CLIP HEDULES. P 9/05/07 UPDATE MOUNTING TAIL DRAWINGS, T 10/05/07 UPDATED CHARTS TO IMINATE THE USE OF E /a CUP (REPLACED IN f9 ACROSS THE ARD). P 10/24/07 UPDATED STEEL RINTING DETAIL B 04/11/OB EXPANDED 1-1/2' TO 3/a' DOOR THICKNESS VJLT UP TO 14• MICH. T 12/11/03 0 MOD ELDEL B700. DATED TITLE BLOCK T 6/2/10 1 UPDATED TITLE OCA. REMDVEO CHART. T 11/15/13 2 UPDATED TITLE OCx. C a/15/17 SHEET 2 OF 2 DRAVANG PART NO. I REV, 307494 P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 ENE J-Ko O ,% cE1vsF •.-ti No. 77945 S STATE OF t s ' pCORi0N - 'G\2 REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 1 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MAXIMUMSPACING 6- MAX MIHIMULI 2x6 #3 4. HEADER LOCK SOUTHERN PINE BRACKET OWAYAE A KORNISH. E 4574 COUNTY ROAD 140 MOUNT HOPL CHIC FL FE 77943 TE PE 117860 PROFESSIONAL ENCNEER•S SEAL PRMMEO ONLY FOR VDINIUTION OF MINDLOAD DONSIRUCnCN DETAAS MINIMUM 2A4 STRUCTURAL GRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2A6 FOR ATTACHEMENT TO CONCRETE AND GRCUT FILLED CMU. TYP. LUYBER a' a• 23 3/8- SIMPSON TTEN HD SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDM T DEPTH OF 2-3/4• AND A MIMMUY EDGE DISTANCE OF 2-3/4-. QE t MINIMUM 25DD PSI CON .Ri'TT NOTE' MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR W"T DOOR WIDTH q. HEADER LOCK M NIMUM 2.6 /3 IF HEADER LOCK BRACKET SOUTHERN PIE TBRACKET L4• J ` 2-1/2'-T 4) 1 -1/2- 3/B• SIMPSON TTEN HD SCREW (4) 3/8- DIA. LAG SCREWS ANCHOR 'AM A 1-1/4- WASHER AND WTTTi 1-1//4- 0.D. WASHERS, A MINIMUM EMBEDMENT DEPTH OF LAG SCREY16 SHALL NAVE A 2-3/4- AND A MINIMUM EDGE MINIMUM PENETRATION CF DISTANCE OF 4•. 1-9/32- INTO THE MAIN SUPPORT MEMBER. YINIMUM 7000 PDETAIL T Fit ED CMU QE1d 3•$U g[ NOTE, MAXIMUM DESIGN LOAD ND Y1Y II C'S1 N LOAD CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS WN S 24 T SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT DRAVANG PART NO. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE dam. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD aTHE STRUCTURE DESIGN 2 3/4• OF SUPPORTING STRUCTURE SHALL IN EDGE I BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 4 a d 3/8' 9MPSON TITEN NO, 2-3/4' MIN EVBED. WN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20.9/16' TRACK BOLL AND 1/4-20 HEX N TRACK QIRFCT CONCRFTF MOUNTING DFTAII j1111IIj///,/ z7 1,40. n945 i< W= 0 LU S-rpjs of LORVDI Z` M vw A XQINSN, rE 7R COUNTY ROAD 160 WD1MT HOFL CMIO R PE 7794S rX PE 117996 PROFESSIONAL ENCHMM'S STALL PROVDEO 0MY FOR VMFICGn" OF MADLOAD CONSTRUCTION DETALLL LAIN 2 a 4 SPF (0.0.42) DR BETTER WALL STUD NWE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/16' LAG SCREW WTH 1-9/32' EMBED w CENTER OF STUD (! 1/4') FDR EA - JAMB RA E LOCATION JAMB BRACKET 1/4-20X9/16• TRACK DOLT AND 1/4-21) HEX N TRACK DIRFGT YA7011 MOUNTING D:TAI MAX 421 LC PFR L4f: FACTFN N SHEET 2 JAMB CONNECTION SUPPLEMENT REVISIONS Piz UPDATED TITLE BLOCKESC6/15/17 NAME DRAWING PART NO. I REV. 324620 IP161 r 1 /2/2018 Florida Building Code Online Business 8 Professional Reyu:lation 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 Links I Sean r Product Approval P USER: Public UserduRoM Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL19715-R3 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 Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 Jonberrian@slbp.com Windows Single Hung 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 Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 1 I Sections from the Code https-//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgtvA%2bxmzk1 hGufBV5nRNMfolDM5dhG310CYhzgZSGo1vg%3d%3d 1/2 1/2/2018 Florida Building Code Online It 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 un•ma FL # 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.Ddf 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.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.Ddf 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.Ddf 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.Ddf 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'ac`k Nie.t Contact Us :: 2601 Blair 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 sen 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 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 dick here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk1 hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d I 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTµL INDMDUµINSTALLATION ANCHORS WITHIN A TOLERANCE OF tl/2 INCH THE DEPICTED LOCATION i S ACING IN THE ANCHOR LAYOUT DETAILS LE -WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD !FARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/1 INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS. SHIMS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 18 WOOD SCREWS OR 11 GAUGE ROOFING MAILS OR IOC COMMON NAILS OFSUUF II NT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALlAT10N: FOR INSTALLATION INTO METAL STUD USE q SELF-TA PING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 M 3IS' N IN BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. EDGE DISTANCE. THROUGH FRAME INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE X10WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRAIION BEYOND METAL WALL• I MINIMUM EMBEOMEN7 AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 1. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST RE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS. DESIGNED AND MANUFACTURED TO COMPLY WITHTHE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 101/IS2/A440-WlI 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCREfE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSINUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF 81JCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPEOFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISDOCUMENT IN NON- HVHZ AREAS. LN HVH2 AREAS, ONE TIME PRODUCT APPROVAL TO BE 06TAINED FROM MIAMJ-0ADE RER OR AN). S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUDIED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 2. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL 7• IN ACCORDANCE WITH THE GTH EDITION F1C, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN RESERVATNE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SNAIL BE OfAWRABIE SPECIES AS DEFINED IN BLOCK CHAPTER 23. 3. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER' S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 4. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEIM14 ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES, - A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU' UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO P51 E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' Sr. 18 GAUGE). MIN, 1/Z' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/ 16'. MIN, 1/2' EDGE DISTANCE TABLE OF CONTENTS SHEET REVLSION SHEET DESCRIPTION 1 INSTALLATION 6GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) S VERTICAL 6 HORIZONTAL SECTIONS M-UM6H FRAME) 6 HORIZONTAL SECTIONS, BUCI INSTALLATION, 6 GLAZING DETAIL WAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACTRATING WIDTHHE16HT36' B4- O/X 35 / -35 PSF NON IMPACT 1' 61. O/X 50 / -50 PSF NON IMPACT 38' 74- O/X 50 / -50 PSF NON IMPACT 36' 7r CIA 35 / .35 PSF NON IMPACT M' 42, O/X 50 / -50 PSF NON IMPACT 48' 72' CIA 35 / -35 PSF NON IMPACT 48' 81' CIA 20 / -20 PSF NON L.PACT 52' 72' O/X 25 / -25 SF NON IMPACT U. 53.75' OM (ORIEL) 35/-3 5 PSF NON ]IMPACT 96- O/X (ORIEL) 20 / -20 PSF NON IMPACT 62' O/X-O/X 35/-35PSF NON IMPACT B4- 0/XO/X 35/-35PSF NON IMPACT t62' O/XO/X 50 / -50 PSF NON IMPACT 72' O/XO/X 50 / -50 SF NON IMPACT 7r O/XO/X 25 / .251SF NON LAPACT 71' O/XO/X 35 / -35 5F NON IMPACT 1. 74' O/X-O/X 30 / •30 PSF NON IMPACT 108' 6Y O/X-O/X.O/X 50 / -50 PSF NON IMPACT SOB' 72' O/XO/X-O/X 50 / .50 PSF NON IMPACT 108' 94- O/XO/XO/X 25 / -25 PSF NON IMPACT OgldPy Try Hu F. N4 o. P.E. FEaaaor' I am APpv..v m Cot m d Ft.#: FL29715 OD : 2017.0B151&11 m.04DD SilverLine Andersen IM741 4Po.. 0C4 ( SLLVVx 0"A 4MTN FM, NSw m NJ INS rH (r. 21 4Y 1=0 r7hI1(LIAA`` li 0 o 1 3 11) In SWD0.02 IEET: 1 OF 6 MAX FRAN HEIGHT 9! MAX FRAME WIDTH 46' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96" B E S F S MAX. FRAME HEIGHT 74' milm A D s ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONNGURATIONS FOR ALL 2901-4902 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALLM21502 RATINGS, TWIN UNIT CONFIGURATIONS MAX M HEIGHT t MAX FRAM HEIGHT 9! MAX FRAME WIDTH 4s- ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH 1OR' TRVLE SINGLE HUNG WINDOW SilverLhn LvAnderien i O. E SILKOLLNE bU E NO. IN w.mswtK w.got He O'`I U}1.OD s C Tq T N o n C oI'=" NaTWI< LK N o J Z W off J FN m C n ggi oboe w N m N m Z J N o a = 2 u Z O p 11 N DWG TF SW0002 SHEET: 2 OF 6 It I 2• MAX. 11• MAX FROM --{r O.C. CORNERS L_ 11• MAX- O.C. 2' MAX FROM CORNERSJL T HEAD. )Ma. 41m SGl ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6• MAX FROM --{ F— 20- MAX CORNERS I I O.C. 20' MAX. O.C. L_ W MAX FROM CORNERS L 1 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW P MAX. 4 1/2' MAX COR.UERS —i r O.C. 1 4 1/2' MAX. J O.C. L_ 2• MAX FROM CORNERS 6• MAX FROM --{ CORNERS 16 1/2' MAX O.C. I L_ 6• MAX. jFROM CORNERS I_ 4V2'MAX. r— O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE NUNG WINDOW 12 3 MAX O.C. O.C. I MAX. FROM CORNERS L 6• MAX -T O.0 L- 1`MAX. FROM CORNERS W MAX FROM CORNERS 16 1/2' MAX O.C. I L_ ANCHOR STRAP 6' MAX. 4 P/N 50.2995.2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 6' MAX O.C. 6• MAX O.C. ANCHOR LAYOUT NNL FIN - TRIPLE SINGLE HUNG WINDOW 12' MAX. O.L. STRAP P/N 50-2995-2 SEE 5HEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine L Ande Isen DOV\•D•OII\ OfA' SILYEE.Il1[ DRSVL rnDrw oaur+:wa w o.xt P G r V% F •+ z 7 ONI•1g>Z aO LL tg N j Z < w mot a f .P.. p .c 31 PRL`. is ui m ,n cc N p v 2= h Zopv DW6Tl: SWD002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 11/2' MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS a2XWOODBUCKBYOTHERS SEE 5HEET6 FOR CONNECTION DETAILS 3/8' MIN. EDGE GIST. 48 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FTMSH BY OTHERSfx 1/4' MAX. PERIMETER / 5HIM SPACE SEALANT / BY OTHERS I UNIT HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 g VERTICAL SECTION 4 HEAD -2X w000 BUCX NAIL FIN SEE GLAZING DETAIL, SHEET EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS 1/4• MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 48 WOOD SCREW ......... . INSTALLATION ANCHOR 3/8' MIN. C WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS F a . • CAULK BETWEEN L CONCRETE/ MASONRY NCRETE/ MASONRY 6 ZX BY OTHERS WOOD BUCK BY OTHERS 1 MIN. EMBEDMENT qVERTICAL SECTION 4 SILL - zX WOOD SUCK NAIL FIN 1/4' MAX MIN. 3/8' EDGE DISTANCE SHIM SPACE SASH REINFORCING _ MENTSSEESHEET6FORREQ: CGL MIN. 3 THREADS SAZINGPENETRATION BEYOND DETHEET6 METAI.5TRUCTVRE INTERIOR 48 GR. 5 SELF -TAPPING' SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMS - METAL STUD NAIL FIN Silverline 6.AiTXe1SLn rl a+[ .uAnu* Nc•E M f]'.]I.]i1000 ec WwvN Tm o..m Z° w mo2 N 40aul P cza n v t ^ o ,d0 m J Z ul c < G H pV H a i °C O LU w iy In O al mvt m2 Uh pN `{ y ! i -c 1- O J V s Z 0 NG SW0002 BEET: 4 OF 6 910 WOOD SCREW 3/4' MIN, INSTALLATION ANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERSCONCRETE/ MASONRY s. BY OTHERS SEE SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE CONCRETE/ CAULK BMASONRYETWEEN• '•°. .°'• SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS BY OTHERS SEE &LAZING 1 12- MIN, DETAIL SHEET b EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR PERIMETER SEALANT J _ f I/4• MAXSHIMSPACE BY OTHERS / O.A. EXTERIOR ( / INTERIOR UNIT / HEIGHT SEE 6LAUNG DETAIL. SHEET 6 VERTICAL SECTION 5 14EAD-2XWOODBUCK THROUGH FRAME SEE &LAZING DETAIL. SHEET 6 1 EXTERIOR O.A. UNIT HEI6HT PERIMETER SEALANT BY OTHERS EXTERIOR MIN. 3THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2- EDGE DISTANCE 410 GIL 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS UNIT WIDTH HORIZONTAL SECTION S lAM6- METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO FRAME. HOLES PROVIDED TO ACCOMODATE 014 DIA. INTERIOR ANCHOR STRAP. AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620 P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/4' MAX. r SHIM SPACE EXTERIOR FINISH .. BY OTHERS •a 1 1/4• MIN a EMBEDMENT PRECAST SILL „ a BY OTHERS 3/16' ITW TAPCON ° INSTALLATION ANCHOR a f 3/4- MIN7 ° EDGE DISTANCE p VERTICAL SECTION S SILL-CONCRETE/MASONRY THROUGH FRAME 0.7500(2) 0.500 2.3750 D(2)T-6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR 5TRAP ANCHORING REQVIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN. 1-1/4• EMBEDMENT, MIN• 1-3/4' EDGE DISTANCE- B. FOR INSTALLATION TO METAL STUD, USE (4) #10 5ELF-DRILLING SCREWS. 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN 1-1/2' EMBEDMENT, MIN 1' EDGE DISTANCE. I SilverLine w w 44 va .000.a a¢ >u a>HE wivE NOOIN Mu'LMIR w Of1o[ M (7Yi }IOOC li m 3 Z ^ H g 1 8 G 7 ONj x G u w $ ZW ` c Z'm M J C LLY n W m G Zs dQ4 d m Wr v C vi0 K co mZ a LL c N ZZ DW6 u: SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATiN6S: 48 X 72. (O/X). DESIGN PRESSURE •/- 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74, (O/X). DESIGN PRESSURE •/• 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X). DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-0/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (0/X-0/X-O/X), DESIGN PRESSURE •/-50 PSF 1 C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 P5F 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALL6LAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. F- 5/8' O.A. I.G. GLASS EXTERIOR / / / \ \ INTERIOR I 0 MIN.GLASS l p O BITE ur 1/8' SETTING BLOCK GLAZING DETAIL I NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT 1 WINDOW FRAME. L BY OTHERS 1 1/4- MIN EMBEDMENT I L/2' MIN. EDGE DISTANCE r MIN. EDGE \ 0I5TANCE ` CONCRETE) MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine bAnael5eil ax nv[aua o•r no.+. •avr.Mo, w ator nc Mn a3Yw z 0 H z 1 V l m H a " 4f O LL w C w w I cl3 lxX Z D002 OF 6 A\\) BUILDING DROPS 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# FL19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared y: Hermes F. Norero, N.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' DES F. OJp 7 Hermes!lUrll r'o, P.E. Florida No. 73778 A\\ BUILDING DROPS 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 A 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 61h 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 Vh 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 61h 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 r l Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 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 IrI\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas 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 10d 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 Florida Building Code Online Business 8 Professional Regulation BCIS Home , Log In I User Registration I Hot Topics ! Submit Surcharge Stats & Facts ! Publications ! FBC Staff ! BCIS Site Map Links ! Sear. bpr a crj- r,ProductApproval jUSER: Public User Product Aooroval Menu > Product or Application Search > Application Ust > Application Detail T '- FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813)249- 9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813)249- 9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/ Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Reoort Q4 T4 Soffits final.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www. floridabuilding.org/pr/pr_app_dtl.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 11 ALC15001.3 2017 FBC Evaluation RQDort Q4 T Soffits final.DdfApprovedforuseoutsideHVHZ: Yes 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 Q4 ' Soffits final.Ddf _ Created by Independent Third Party: Yes BBB Nit The State of Florida Is an AA/EEO employer. Coovriaht 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 mail. 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 dick here . Product Approval Accepts: M ® RR M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 www alum in umcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 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 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 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. 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" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels 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 in2/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 Ranels 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 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings ALC15001.3 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. t t lrrrrri QG • \ C'E'N S • fir ,'. 00 No 74021 ; 0. STATE OF : J A% P 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 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 1 1 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 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" Q4 Soffit — 8-inch o.c. Fastener Location lF Fastener Location Fastener Location l ALUMINUM COILS, INC Soffits 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 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 W 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 t40.0 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 1217- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- One (1) min. #8 x 1/2-inch One (1) min. 1 3/4-inch long x Max. inch x 1/4-inch crown long x 3/8-inch head diameter One (1) min 3/4-inch x 0.072-inch dia. x min. 1/4-inch 48 12J-1 16-inch Wood staples in diamond screw spaced 16-inch o.c. Wood 1/4-inch crown staple head dia. trip nail spaced 48- 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c. inch o.c. inch o.c. 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 1617-1 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 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. 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 16F-3 Max. Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch inch o.c. O.C. 3/16-inch head dia. trim nail spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 1617-4 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. ALC15001.3 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 W 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-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- 43.3 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- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.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 PSI) 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 psf) 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. Max. inch crown x 1-inch aftrafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 1 Wood leg staples in min 2 25- i . Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-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 l eg 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 801 24F-3 12-inch Masonry inch long T nail raftithrafterwone 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 ox nail 24-inch o c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 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 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 Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch 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 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 2417-6 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 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown 1-inchx x 0.072-inch diameter finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batteNrafter 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. Y.- 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. ALC15001.3 FL12194-R6 Page 8 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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. I Installation Detail Min. 3/9" head dia. nail with min. 1W 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 I I I II \—"F"CHOFFITANNEL( OVERHANG WIDTH VARIES) 12F-3 woodconcrar or Block H 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 ALC15001. 3 FL12194-R6 Page 1 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 n, `, SOFFIT STAPLE OPEN RAFTER r ; DIAMOND PATTERN CROWN ;DETAILL31WSTAPLES USING A DIAMOND , KTVEENI sTiwus PATTERN FACIA BOARD ` 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 CAPWITHTHEO.C. FASCIA NAIUNG FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD S SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER L SOFFITK STAPLE 01ST L_13/rDIAMOND a D ETAI L PATTERN FACIA BOARD 1 r i sr SICi 3/ 4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J- 1 NEL1- 3/4' 3/ 4- X 1/4- CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) k8 x PAINTED S.S. 48• FASCIA CAP 1/ 2• x 3/8' head O.C. diameter screw, 3/4 X 1/4 161 o.c. CROWN STAPLE SOFFIT — max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L 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 I- TRIM NAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT FASCIA 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD II 6A 5/6 I -Ma 16F-1 SOFFIT & FASCIA 16F-5 DETAIL LN-FASCIA CAP; REFER lo TO SOFFIT i FASCIA DETAIL F' CHANNEL -----""**' SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!4" 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) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50F E3/8" 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 ALC15001.3 FL12194-R6 Page 5 of 12 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 B System No. Installation Detail L3MK-r-TM L SOFFIT STAPLE OPEN RAFTER STAP; 3/4" x 1/4" i DIAMOND PATTERN 1 11 DETAILCROWNSTAPLES USING A DIAMOND `` vs• tTvm' STAPLES PATTERN FACIA BOARD i 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 CAPWITHTHEQ.C. fASCU NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT- • 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA D ETAI L 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 I I- TRIM NAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT-1FASCIASOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD I'rt' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL CAP; REFER 10 SO / i0 SOFFIT L FASCIA \ OETA0. 8„ F' CNANNEL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 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 SOFFIT STAPLE DIST I 1 I DIAMOND PATTERNI I DETAIL FACIA BOARD ' air KTVMMSTAPLES 3/4" X 1 /4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 L—CHANNEL 3/4" X 1/4" CROWN 8" 1_]/4" TRIM NAIL FACU1 BOARD 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 SOFFIT —max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 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 f- TRIM NAIL FASCIA BOARD PAINTED S.S. I'.}' CROWN FASCIA CAPRi STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I'' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRU7 NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 I'4' CROWN STAPLE — FASCIA CAP; REFER / Ilzij TO SOFFIT L FASCIA \ NominalDETAILI'a2' SYP I. Ballen An[hored to SOFFIT; MAX. 24' I F-CHANNEL Rafters ritA one 1d IRingShankNailat SUBSTRATE ewy Rafter lWOOD SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-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 I I' TRIM NAIL FASCIA BOARD PAINTED S,S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAZIS SOFFIT 1'.1' CROWN STAPLE I J- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 t'r3' CROWN STAPLE FASCIA CAP; REFER i0 SOFFIT I FASCIA OETAIL Nominal 1'a2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 21.' Ratters with one Id Ring Shank Nad at every Ratter WOOD SUBSTRATE ALC15001.3 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 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA 1' T-NAILS FASCIA CAP SOFFIT 1-,4' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 2417-6 1'.1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1'e2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters rith one Id Ring Shan% Nail al every Rafter MASONRY ALC15001.3 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 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED I'r!' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAIL DETAILPAINTEDS.S. 24J-1 & 1'c}' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT It FASCIA lo DETAIL / \ Nominal I' 2' SVP battens 8• scabbed between 1)7d antl SOFFIT; MAX. 24' / 3/8'` 1•[XANNEI secured with one (I) 7tl mg I 1 shank nail straight-nadetl through the rafter Into the end WOOD SUBSTRATE of the batten or two (2) 7tl / nng spunk nails toe•nadetl on \ ` either sloe of the batten at the battWufter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001 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. Vint 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. 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 Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24 0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 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 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 14.7 169 19.2 21.7 24.3 27.1 30.0 Enclosed 4 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 23.3 263 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 ALC15001.3 FL12194-R6 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140. 150 160 170 180 190 200 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 Enclosed 4 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) 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 5 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 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 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed 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 36.1 402 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 Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 1 27.9 32.8 38.0 . 43.6 49.6 56.0 62 8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 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) 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 5 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 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 173 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 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 5 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" -L 3/8" J-Channel 3/4" — 1/8" HEM T7 3/4" 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 3/8" 1/B" HEM 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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 TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 SS iw 0.115 TW 18" BLANK 3 / 8 PROFILE 2A W PH 0 Sr TY7 oaooa aao aoaoo aaoa a0000 0000 ALUMINUM COILS, INC Soffits Appendix D 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" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.175, AU G 50' 7YP 0 2S Try O 125, TVP 0000a 0000 0000a oao 000ao oaoo 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 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 En!fty 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anefs 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 in2/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 Ranels 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 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. F1Y R, P. G C.E•N S • '. No 74021 10 STATE OF IIJ 11S;O N A E.. 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 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 LimiTAnoNs 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 1 1 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 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" Q4 Soffit — 8-inch o.c. Fastener Location I — Fastener Fastener Location ALUMINUM COILS, INC Soffits 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 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 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 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch 0 dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. 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 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 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 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o c. ALC15001. 3 FL12194-R6 Page 2 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J 1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch o.c. spaced head diatrip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width W 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 o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. 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 16F- 3 Max. 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 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. ALC15001. 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 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- t43.3 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- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 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 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 Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 i1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch . ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-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 ga1/4- 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 801 24F- 3 12-inch Masonry inch long T nail rafter with one Wood le g 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. ALC15001.3 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 min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ninx 7d ring iinch 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. 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 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 JI-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 lleg staple spaced finishing nail with min. 60 inch x 7d ringin 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. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75 securing each panel 3/16-inch head spaced 16-inch o.c. shank nail 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- inlersection. 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 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. m No. I Installation Detail 12F-1 & 12 F-3 Min. 3/8" head dia. nail with min. IyV 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. Concrete or Block H FASCIA LIP 1 /4" MR STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL 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 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 T ` SOFFIT STAPLE 3/a• x 1/a- OPEN RAFTER Ell, DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND I[rvm+ sr v[s i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4' CROWNJS.S. 8' 1 FACIA BOARD STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE Wr H THE PAINTED S.S. 48' INSTALLED CAP NAILING FLANGE UP OR OCFASCIA 3/4' X 1/4' DOWN CROWN STAPLE SOFFT-max. 12-inch span WOOD S SUBSTRATE SOFFIT FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 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 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN I—GMANN'L 1-3/4" TRIM NAIL screwed to soffit with one(1) R8 x PAINTED S.S. 48• 1/2' x 3/8' head O.C. diameter screw, 16" o . c . WOOD OR BLOCK SUBSTRATE SOFFrT—max. 12-inch span ALUMINUM COILS, INC Soffits Appendix IS s;,,W `, SOFFIT STAPLE DIAMOND PATTERNI FACIA BOARD '1 3/V ETVQH/ ; DETAIL STAPLES / AACIA CAP 3/4- X 1/4- CROWN STAPLE "8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 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 I I' TRIM NAIL FASCIA BOARD PAINTED 1,.5. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD II S/r I•NC1 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 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. 11,S" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/9" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Conc-P or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 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 SOFFIT STAPLE OPEN RAFTER ,,. 3/4' x 1/a• I iiT DIAMOND PATTERN 1DETAILROWNSTAPLES1 SING A DIAMOND \ yr xrvm/ SrAwcs PATTERN FACIA BOARD FASCIA CAP 16F-4 1121141 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 SOFFIT -max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L 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 I" TRIM NAIL FASCIA BOARD PAINTED s.S. FASCIA CAP SOFFIT 1'4" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"M{- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL 7CAP; REFER 70 SOFFIT SOFFIT t FASCIA DETAIL 8„ IF" CHANNEL--'-" HANNELr^7- soFFlr, MAX. 16" I I I SPAN W SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001. 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 SOFFIT STAPLE GIST I I STAPLES DIAMOND PATTERNI DETAIL FACIA BOARD ' y r trvE[H i STAPLES 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1 /4' CROWN FACIA BOARD 1-3/4" TRIM NAIL CHANNEL 1-3/4' TRIM NAIL STAPLE W ON CENTER PAINTED S.S. PAINTED S.S. 48 FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE solrm—max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 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 I- TRIM NAIL FASCIA BOARD PAINTED S.S. 1-a}' CROWN FASCIA CAP STAPLES-\,* SOFFIT USING A DIAMOND PATTERN: REFER TO 1'a' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 I- TROT NAIL FASCIA BOARD KJA PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & \ 24F-4 1'r!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA \ DETAIL / Nominal 1SYP I 3/ D• Batlen Anchored to SOFFIT; MAX. 24" ith F-CHANNEL Rafters rith one ld Ring Shank Nail at III eery Rafter / M000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 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 1 I- TRO1 NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'cj' CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'aj' CROWN STAPLE FASCIA CAD; REFER TO SOFFIT 1 FASCIA DETAIL 1'aY SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 2P Rat Len with one ld Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 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 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' 7-NAILS FASCIA CAP SOFFI7 I--J' CROWN STAPLE 1 I',' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I-q- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal Y.2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rallers with one 7d Ring Shank Nail at every Railer MASONRY ALC15001.3 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 f' TRIM MAR FASCIA BOARD PAINTED S.S. 1'x4' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1'r' CROMN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OE1A0. FASCIA BOARD 1 ' TRIn NAR SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1'c' CRONN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT t FASCIA DETAIL / \ Norninel 1' x 2' SYP battens 8- uabbed between rand SOFFIT; MAX. 24' CHANNEL secures with one (1) 7cI 70ring I shanknadsttalght-naded through the rafter atto the end MOOD SUBSTRATE of the batten or two (2) 70 \ / ring sunk nads toe•naded an / ellher stile of the battem at the baaerVratter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 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, ll, 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,,,t 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. 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 Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeRRoof Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 Enclosed 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 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) 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 5 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 20 10.8 12.7 14.7 16.9 19.2 217 24.3 27.1 30.0 25 10.8 12.7 14.7 169 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 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 Enclosed 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) 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 5 40 11.7 13.8 16.0 183 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 ALC15001.3 FL12194-R6 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 410 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42 5 48.3 54.6 61.2 68.2 75 5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 1 -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 5 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 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 385 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 34.0 379 42.0 4 40 16.0 188 21.8 25.1 28.5 32.2 36.1 402 44.5 50 16.8 19.7 22.9 263 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 163 18.9 21.7 24.7 27.9 31.2 34.8 385 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 5 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 1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 1 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 Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 421 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 4 40 29.4 34.5 40.0 45.9 52.2 58.9 661 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 501 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 5 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 20 16.7 19.5 22.7 26.0 296 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 522 Enclosed 50 196 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 45.4 506 56.1 Positive Loads) 20 16.7 195 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 307 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 402 44.8 49.7 5 40 18.8 22 1 256 29.4 334 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 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 3/8" F-Channel 3/8" J-Channel 3/8" -L 3 / 4" — 1 r 1/8" HEM 15/e" J1_ T 7 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/E- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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 TECHNICAL SERVICES, LLC 16" 04 Soffit o m rrP o i=s TVP 18" BLANK 3 / 8 PROFILE 0 00 000 000ao oaao 00000 a000 ALUMINUM COILS, INC Soffits Appendix D 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" 1 3 1/8" 7/8" 3 1/8" 5/16" T I I 1/2" 1/2" 1/2" 1/2" 1/2" E3/4" 1/8- 1/8" 3/8" 0 2S TVP 0 125' TVP 13.75" BLANK 3/8" PROFILE 2.1TV REF 0 Sr TVP 0000a ooao 0000a ooao F ooaao oaao 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. 1/2/2018 Florida Building Code Online Butsine-ss 8 Professional R yulation 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 Links I Sear. d Fa Product ApprovalQUSER: Public User Product Approval Menu > Product or Apolication Search > Application Ust > Application Detail FL # FL5444-R12 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harner mark.d.harner@saint-gobain.com Mark D. Harner 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I 'I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017°/a20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.html 1/2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 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 mall to this entity. Instead, contact the office by phone or by traditional mail. 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 here . Product Approval Accepts: M®®xRo Credit Card Safe securitpwrmc file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.hlml 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 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`h 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. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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 DC4 ANE1983 1 .'+lzarnn rrrsP v The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/0512017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD 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. Trinityl 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. I TRINITY I ERD 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 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 05CA16778 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 UL LLC (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 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (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 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/ 09/2016 ULLLC (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, I.I.C. Evaluation Report 3532.09.05-R13 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 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20"", XT" 25, XT" 30 and XTI 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaTM', 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 Slatem 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 RidgeTM', 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 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,,,t = 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 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V,,,t = 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,,,t = 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, I.I.C. Evaluation Report 3S32.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 TINITY I E R D 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. XT30IR 1 :`6.4 30 S 3,00. .?.. :' ` `' Te" 'iit ..•a - ENGLISH 12" 12" 12" 305 mm)--1,—(305 mm) (305 mm)--•i C l"(225mm) Se rant 1" (25 mm) 5 5/s" (145 mm5 r/2"lot Norwo Plant METRIC 13t/s" 13t1s" 13t/s" -.j 1"( 25mm) Sealant 1"(25mm)- 6 '/ a" T Figure 11.3: Uso four nails for evoq full sbingie. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II Is suggested. Rooling Cement Apply 1" (25 mm) spots of asphalt rooting cement under each lab corner. Figure 11.4: Use four nails and sir spots of aspbaft awtent on sleep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridge for CT201, XT'" 25, XT' 30, XTI 30 IR: Cut Shingles V. Imo- —1 2" (50 mm) Remove 25 mm)r MShingleShingle Cap 305 m} Shingle Figure 11-24: Cul labs, !brut trim back to make cap sbingkm 6nglisb dimensions sborcn). 5"— 12"(305mm) Feo 125mm) 25mcd1 551a' st\or+ \l 5\ 2m° Figure 11-15. lnsiallahon of trips along the bips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization a9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 TRINITY I ERD ARCADIATM. 5 iy y L LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for even' fill shinglc located :4, shmvn below. I' (25 mm) I' (25 mm) Nxtl Une IiLLLi Nx l Nail Line Figure 1 Use six nails for evve r full sbiugle. Use SIX nails and FOUR spots of asphalt routing cement fur even' full shingle as shown below. Apply asphalt roofing cement 1"(25 nun) from edge of shingle. asphah roofing cement meeting,0',NI O 4586 71Pc II is suzzesictl. 6.5.1 Hip & Ridge for Arcadia'": Cedar Crest", Cedar Crest'" IR I' (25 mm) I' 125 mm) J o a Figmo 3: Use six nerds and four spots r f uspbalt ro fiug cenreni nn sleep .slojvs. 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 Y.-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 "Sonolasticm NP1 "" 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. 12' 305 mm) Sure Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration #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/ o Addmanil rids d required 5iB' Man) r 1' (M run) \-- P.00lmg C MMI - 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crestm or Cedar Crest'" 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 QOTRINITYI ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cernent" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mrn) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D45806 Type II is suggested. Figure 17-18: Sbmggle° Ridge. Fasten the left side' FIRST 0100P00 91ormo Remove tape from the right side and fasten SECOND RIGHT Figure IT 19: Inslallalion of Sbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. k Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6r" EDITION (2017) FSC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 TINITY I E R D CARRIAGE-HOUSE'$HANGLE® AND GRAND9.ANOR $HANGLE®: M lOW AND STEEP SLOPE STANDARD SLOPE Use rive nails for eery full Shangle. 25mm) (251nm) 1- 5/8" 8 5/8" 16 mm) (220 mm) Figure 17-4: tine fite nails for et•emfrill Grand Jfanor Sbangle, Carriage flouse.Sbangle, or r'entennial Slate. Ilse seven nails and three spots of asphalt roofing centem for every hill Grand .Manor Shingle Use five nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and (cntennial Slate. Apply asphalt r ofrng cement 1' (25 Inn) from Ldge of shingle Figure 17.5). Alphali roofing cement meeting &S-r.M D4586 Type II is suggested. 25 mm) 5/d" 1Gtnm 251rnm)r 112" 38 mm) Of less 25 imm) 8 5/8" 220—) Figure 17.5. Wben installing Grand ,Uanor Sbangks on steep slopes. use ser•en nails and tbree spas of aspball rmfing rement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles L . 1 MARK'M, L"NDIIIIARK ffIR;!LAIVDw!Mu ARKTP.RO; MIANDMCiRK'" PREMIl1M 1}4N[)MAfiK'.Mv*TL;¢LANDMARKy'_"+l iry id" n ..c'1 'I TM . i • " ,U _ ` 4 •. ' Ai .' h t tl.i i't•F" ',' _ 1. _ A-J4{ 1SOLARISLANDMARK $OLARIS IR,.NORTHGATE' N s.., i,w«S wdN 1•Ystf R •-f .•• t.r h:tr ,TYYr:wa' ` TR': :4F'.'`[,•1r' 1. " LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" t2., 1--( 305 mm)----(375 mm)--+(305 mm)—H s' Aoa•rasrw a"` rroaro es ao I— 1" (25 mm) Regrow Tape 1" (25 mm) I Nailabler . 7F AreaLANDMARK TL NorthGate: 7m, 97FRA" Figum 13.4: Use four nails for ereq• fill shingle. WIDE NAltrt0 Ir 14 14' it 1R If (305 mm) (375 mm) (305 mm) r Naiing Limas 1' ( 25 mm) Upper nai Imo r (25 mm)_ — ower ruin Ine to01C71 Naing areas for law and standard slopoe (fmm 2:12 to 21:12) Nal berwAm upper 8 bner Ines as shown above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorfration #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphah roofing cement for even, full I:trllimrlC(I shingle. See below. Asphalt roofing cement should meet hti'fd1 D4586 type II. Apply' I' spots of asph:di roofing -cement undo each corner and ai about 12" 10 13" in from each edge. METRIC DIMENSIONS 12"— —143/4" -- 305 mm) (375 mm) (305 mm) 1"(25mm) ReleaseTaoe I"(25mm) Nail Area 1 For SteepT 25 mm) "II-ti-77QOTRINITYIERD LANDMARK TL 1" 25 rr Figure 13-5: Use six nails andfoar spots of I " aspball roofing centeni on sleep slopes. 55 mm. ng Cemenl J NorthGate: STEEP 12' 14-3/4" 12" SLOPE 1—(305 mm)-- (375 mm)-- —(305 mm) —I NAILINGNailin LLlmits AREAI 1'( 25 mm) betwee l,Jp ver 1"(25 mm) WantInes. 17 M Nailing areas for steep slopes (greater than 21:12) and " Stom}NaIling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hilo & Ridge for Landmark". Landmark" IR, LandmarkTM Pro, Landmark`" Premium, Landmark'" TL Landmark— Solaris, LandmarkTM' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 971T 305mm) ( 250mm) 6, 415/ 16'— 415/15 6, 150mm) ( 150mm) (125mm) ( 125mm) I Notch for Notch for Centering Centering 12 . 131/4' 305mm) Notches for Alignment to7 (337mm) Notches for Alignment to 7 5 the Top Edge of the Previous T the Top Edge of the Previous Cap for 5'(125mm)Exposure (18i m) I Capf6r55IB'(141mm)Exposure (196Imm) English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge — Exterior Research and Design, I.I.C. Evaluation Report 3S32.D9.05-R13 Certificate o/Authorizotion a9503 61" EDITION (2017) FBc NON-HVHZ EVALUATION FL5444-R12 eertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 8 of 12 6.8.1.2 9 27/32' 250mm) ' I41511E (125 mn11 Cerretitp Notch 3,/4' 1337mM) Align these notches to top 7 rig• edge of (194 mm) previous t711rse J L NorthGate Ridge 5, (725mm) sure TRINITY I ERD 13 1/8" 333 mm)— 6 5/8'-1--6 5B'--I168mm) 168 mm Centering 13 t/4' Notch 1 337 i m)Align these 7 518* notches to top (194 mm) edge of I previous course. NorthGate Accessory 305mm) I Laying Notch I I I I Figure 13-10: Use laying notches to center sbingles on bips and ridges, and to locate the correct exposure. For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. or Henkel "PLO 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorizotion a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 9 of 12 TRINITYIERD r r•TM ., ` TM •,.(.. TM,r,. . .Y.: 6'i 6.9 PRESIDENTIAL•SHAKE ..,'PRESIDENTIAU'S'H' ±, IR; PRESIDENTIAL SHAK f,' ,'06E lDE'NTlAL;SOLARISw;.+:.,; LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails In between the nailing guide lines, apply 4 nails I' Nailing 40" above tab cutouts malting certain tabs of oveyl)ing shingle co%er nails. Cnide Lines (1016 mm) 5 114' 133 mm) • • • • 14 1/4' 11R' 3A mm) (362 mm) ' 11 NOTE: Apply nails on painted guideline. Figure 16.6.• Fastening Presitlenlial and Prtwidenhal TL Sbake V diameter asphalt roofing cement sbingles on loco and stmidard slopes Figure 16-7.• Fastening Presidential and !residential T/L Sbake sbr'ngles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shaker", Presidential Shaker" IR, Presidential Shake TLI, 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 1 j 1/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP1r""' adhesive or Henkel "PLO 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: apppT c M 230 mm)-— t(25mm)— r 2stm2)I — (:L _ I25mm)-11! 9 3/8.. 1 1--1—R006p Cemenl 1 1—I 40 mm) 1 rttrure 15' i. FnsMrioj 1hrarms.01,11rs ou Rcep.Votrs For veep slobs, use Ne nails and eight spas of asphah roofing r'gum 15'J' rasrrning ilalrems 86ingirs on cement for each lull Iluuems shingle as Amin afore Apply I' Lou, msd.liandard.Vo/rs (25mm) diameter spas of roofing cement (MMNI D 4596 type II For Ion•:md sem(lard slopes, use l4le nails for each full sugrined) under epch tab corner. Press shingle Into place; do not Hatteras shingle as shtmm almye. expose cement. MmON: Too much roofing cement cmp cause shtn&s to blister. Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-R13 Certificate of Authorisation N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 QOTRINITYIERD' 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 3 .4 Figure I5-14: 18lbree-piece units separate to snake 54 Hatteras Aczessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I Fa ea 460 mm)-- godes 460mm) .: 5 Cap Cap Cap Cap g3(aShingleShingleShingleShingle ml Figure 15-20. Cut Hatteras sbingtgs to make cmaer cap. Figure 15-21: Installation of caps along bips and ridg 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 itHILA _GHNU Ste'". FOG'" LOW AND STANDARD SLOPE: rr r— r r Q RI Iat d QA'1 l75 rm1 IR imm) — Ir+oI,M L Mimi -Dram iepuru SlX ruts inWled ow Cwtor NbW 3 LMm) Figure 11-3: 11se FAT naULfir etM. , HigUand gala sbtngbr. STEEP SLOPE: Use FIVE naps and EIGHT spots of asphalt roofing cement' for each full Highland Slate shingle. For NIismi-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTNI D4586')pe II is suggested. r r r 7 -1 sw• SIX A.(- b Pps mm) Reomml SIXrt i ttomL 1r90W wu cxNr CAW n Ito"I} — RoaPolp Cemem Figure 11-34 rise RYE nags and eigbi ."O ofaspbali roolfrg ctimmi un&T eacb lab turner. CAUTION: Eecroshve use of roofing cement can cause sllingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle RidgeTM hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 353Z.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 TRINrryIERD 6.12 PATRIOT,i,;w LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle loc led as shown below. Use MIN nails and four s1"As of asph:dl roiling cement for every full shingle as sho,en b(low. ,1sph:ill roofing cenlent ineding,lSfd1 I14586 TI I)e II is suggcslcd. Apply 1'(25 nun) spot.. of :tsph:dl roofing Sc hm centew :is shorn. CALf11ON: lixccssive use of roofing cement can cause shingles to blister. rrIR—— I'(25nm) i 1 V(25w--: 156 mm) f I Ilt,ii -+- 13-IA' -+- 12-U5 - Mrrl (333mr) (3Mmn) frlL — _ — — — - r (25 m Tj-- JRoofingCenned 6.12.1 Hip & Ridge for Patriot": Refer to instructions herein for Cedar Crest'", Cedar Crest— 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, U.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SB47 Revision 13: 09/OS/2017 Page 12 of 12 h 1 /2/2018 Florida Building Code Online Bu,siness 8 Professional Regulation GI, ii Bii ' e 8CIS Home ; Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff ; BCIS Site Map I Links I Sean Fda i ; Product Approval ry USER: Public User i;=. Product Aooroval Menu > Product or Application Search > Apolication List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kern Eden kerri_eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 i Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.Ddf 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 https-//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online N Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL32328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 H TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 lI TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 It TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes https://wwv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNO%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 htt;)://wwwtamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 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. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO 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. 0 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 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 TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F b) The minimum application temperature of TAMKO® 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: TAMKOO 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 Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard(g) Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ 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 TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N 7N 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. 0 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 Entity 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-217-02-01REV 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. P. . R, • 7'qi • Q.••.C•ENSF•. No 74021 3 STATE 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, 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. U CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.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 Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard@ TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMK08 No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® 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 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: TAMKOO 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 Coverings - 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 Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard(i) Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ 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 TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO 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. 0 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 Entity 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PRY Q ' C E NS No 74021 O'.., STATE 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, 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. Florida Building Code Online 1 P O Business 8 Professional Regulation 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 Links I Sear Fl—orida V1 r ProductApproval USER: Public User Product Approval Menu > Product or Application Search > Apolicatlon Lis[ > 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 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 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 Date Submitted 11/08/2017 hffps:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%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 Summa of Products FL # Model, Number or Name Description 3792.1 135 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.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1 730 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. 3792.4 1770 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 RIO C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date O8/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party:, Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes, Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.pol Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO 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 16051028.1df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.p_df Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Back Next+ I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement hftps://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 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.miamidadg.gov/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. A4A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page l of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: 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 AQency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRl 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'/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 %" 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 Mm M Mil M MME M 1=2 MOM M M M'M 700 SERIES LOWERED ROOF VENT m Mm M Mil M MME M 1=2 MOM M M M'M 700 SERIES LOWERED ROOF VENT m DETAIL B j 6. 750 SERIES LOUVERED ROOF VENT 9 1 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 %SO FASTENER r 0-1inn NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 16 _,aO 750-S SERIES LOWERED ROOF VENT APPROVED A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 l 15.33-1 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 01 I 1 4,91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMIuI]ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economv 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.: 16-0510.28 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: 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 Aeency 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 MIAMI•DAD, 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 ''/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: I. 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 IM IM Mm M M M M M V 700 SERIES LOUVERED ROOF VENT IM IM Mm M M M M M V 700 SERIES LOUVERED ROOF VENT DETAIL B I 750 SERIES LOUVERED ROOF VENT aIAMI-EkADE COUNTY rml CA NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) 1• . FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMI•DAD; COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT tom/ 4 `., r NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j 115,33 DETAIL D I r. r ! 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE f A I , NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMlhMIAMI-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/economv 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 ARJ 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.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page l of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Catep,ory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: 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 Auencv 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 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''A" 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%" 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-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 rr 1111 MMM 700 SERIES LOUVERED ROOF VENT rr 1111 MMM 700 SERIES LOUVERED ROOF VENT t DETAIL B 750 SERIES LOUVERED ROOF VENT u 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 %SO FASTENER NOA No.: 16-0510.28 MIAMI•DAD, COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT L _9 ; NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 l i 15,33 T_ DETAIL D 3.00 _ 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 f1GAl0A hHPJiH7M8Hr QF>='" - - --'%•ir, -,.>s=.:.,Y = :v ;-"4'• i =` ;'3- f ti- ;.F. L:.-:::x_fi.,x-. ':c-`fir _=J .i'^,'"- y;-.:.• ..+G%'y- •-°'"„2 i ,]o " ru-jl I 1 r y k Business m-'o•'E?.i- n _ : 57 v' y.._ _ 9 _,•. .,:= - _ •r -<: ram. ;.w''.'•`": ie _ _ _ _ _ - __ _ _ _ _ BC15 florre log I. user Registration Hot Topla* subrnl*t Surcharge St.ts & Facts Publicatioris FBC Staff 13CIS SI'te Map Unks Search Product Approval USER: Public User Product s: •s ' F ram" -:;L". "r"-^!i - .:.,,rV7Goc.; J :': ";r =3 NTi1CT GIIP. G:__. ..'- v S^%r.• C'-.''_y".- - '',".''-y-'. J'_c i=M-_*'_.'e-- - - c_•. - No F,R;HO!!f'7F.901t[oOTR'' sf+LlltisioN'J ;en q Aporoyal Menu > Search > Application Lis > Application Detail iioffJCEOF Tiit i =F; 91iETnRY ''r: .w Application Type Revision Version 2017 Application Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparTino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Method 1 Option A Year 2014 2016 Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Productsr FL # Modelr Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 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 FL158 RIO II NOA 17-0821.18.odf FL158 RIO II NOA 17-0821.19.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: flack rloxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85D-407-1824 The State of Florida Is an AA/EEO employer. Coovriaht 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 emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 1- Credit Card Safe B MIAMI-MADE MIAMI-DADE 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) tiyww.miamidaae.Aov/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 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 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) 4", 6" & 12" High Strength Precast ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Panino, 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 member and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RA.T]NG: 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 414-0903.03 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 MIAMI• AOEooutvn Q<_ Expiration Date: 09/1]/2018 Approval Date: 09/28/2017 Oq / Z $/7,11'7 Page I 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 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 91 dated April 28, 2003 both drmvings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexw-al testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404.4, dated 04110103, signed and sealed by Christopher A. Hannon, 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 Systenn'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed .Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL It 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, filled "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 I through 3 of 3, prepared by Craig Parrino, P.E., dated Mach 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. 0t4 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. FD461Z 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 1 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 Deparbnew ofPermitting, Environment, and Regulatory Affairs, 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., certifjdng 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 Alliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 1i(--) r Atzl elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Datc: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBNHTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, 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 Regulator y 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., 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 and Economic Resources (REI). 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. C--' Helmy 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 B-3 NIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'B' TYPE 'A'_SIIRF lVAk I rr; r,.,, I r/I it •;1 I;' 4 a' 1 _ ESi•1 it i.l a i Y wl•I 1 1.1 4"' SOLID LINTEL nATA TARI.F Kl•II:I molgi r® Er", E7aaa, mr•[r r:.r l F9Srirflr aliL;r fi-0G Ji iYl'S O1i7TT7T7 tip i isal:+:.u ei m lrlr>,r:mrrr r P" aa;7ceaT ll-LINTEL DATA TABLE Il 5r6TFF7alla/fL"wf LSC1ta Vtii^JF]L'iL7att• t]Ci@iJ L'>rt x napf$•Jf7EiLYL1LSSR7CIL1 Ip frlFurfaauar$ai7F ifIrR*luzliO190reQmrarilJ!Z.1 r$T9f7RlRTr>a nearx?rorflusufraracrmTTrzs raterxTnsrr•rf cinaaara.Ti??t rr9rr. csevo BraRimv[F.F FTI<•[FiLLS'dR0`JrtaF'Z9O 9r"[•T_'r7EFtt•rtali'.ltl"diirfLL^? 1R{ir7:g90 ff t'i1Eiflrff.r^:1fF'<Z7eaa.n rm. inE"MMUomcy%•F)l nl 19" PRECAST U—LINTEL DATA TABLE 4rFi1!""I 1'""•1i'!*':t1Eh iT I 1*,r• 15 F S i C•ff7 rl1 LL1 G149 D iLI FiC GR[ O 1L1s:7 L.L Jenl urL7s!• cyr•:I.auf rfa,tcaur,,,U,. U •.. On ar:isf arfa s:ar.a3 E>fue-rv/ataa f34iFF:mki:L!• T" ml]/f7f_ UE1fi rdai i.CrAl—MUZ 1.1S:JF L7 V]fJ 3ti O s+'ar mrrtirfa r r r E;o' rLgim i" n, rrtld il' tnamri fFL/CiFbllSillFL' fA'.IIF3CIt! r2Lll.:.IIIiG]frllCit7 rf a rfas:_ffefe w rfoc Er:;o r AMULLE1E902klm+rr•>Fau:.rtr:teseruaV 1a[Ivar7aCaM L--LUK.Qaf Ila1L"Jf,Yr3/------iC 1 RVOHrTi7lLJr},MbIRRi•Y k7lIaD7[YSI a'r/!saSarLurrnrsdsr}} nn rzsGl+cl:rmcx-arr.uCrG'JISFIl7r.i Q''GSi[27:'r ICrC iMN0 iFO7 / ROPA[WlY UUOIIMAfoR C PROMDrO FOR PRODUCT AF., R 6 rRars¢ D n eomWxr urR .am cA+Rm a[ RrPRaaoccD aR DulRourcD nlrxan txc PRIDR rarra cannon cRar-alcTc vsti us. L RMUVMW a1R6r r/41 W AN L.101 A r.. AA n cw L SM"M ITm1C1U a AD IR UM MELS . 1DM Pa O M um W. L WM'M 10%& RDRRca V "UM RM WR at W0 O S"M L W MU9 $TKKn' l r.. Rao. Ftl Fat ALL 4 = AW U "CH FR01 UCH 00 CF IRC ROUMCMO CAM MR ocaru - R0. 0r McA, T UN6R1 r.. 3m Psi MR 4 r= Lm= Romrs . 4, naa Trc WAMC m C rU mA Or u Iwo L Wn RnO atilt K CUT ucx cm D m 10 .1 Fuua Vm AIM : *TmA fm UCR M 01 a mb IR Dw Lwn Ara a "= r roAL G KA PRolwc-r RTYISPD as cmplymam(lh iho Flcri G pEN .0 o. Q TY' p Dnllditc.& Vlstlll AacysnaNal7o8Z1.18 W mplylag 84' Da UDtD c °R aom Y uidl llu FlulJR WE1 . n3 GYC' ocio icecptAx• IJ ITalo? 18 S T F ,,/ R con: kNDhn400 PARAINO u<ICo11 " R Q•'G W24CA579 r' r S pN SEFFNEA. FL 335m Erh... 1't•,• Fl _ D F. I U' Mn .Ina. 1mn PRECAST AND PRESTRESSED LINTEL DETAILS 1 GLI 6 t`.#, • WY7 U-1 7 IR[ P.WEI IPP1L•II 1GRAf01 Rr A}UD ANIAID CRAM F8 WAW F: 2 I..JLLJLir"t. j' r Pq"•r_ir. 1'i:. •+ '• o17C 3 CCK= rn am FLU= r.L OAA'17f`. rotll ±Q1, I a 1 GENERAL Q YdaGb: IreC312' pr mddfiehW -PAM Jq/{E a rego area eproJ00Dary wmfg(OIVIM CiD vf0, mtintm'ed nbor pw AM AIIS C,*b 50 molar W ASUI C270 type Y or 6 2) AI mM Imd W. bmd cq man 4 zh nomkd bmtrg. fiCrIIlhf5 W. .a& fa. y. N4 13101 wd IZRW mnt to rdoced by 20fI N hem g k 0A t. I.. mu, b 1/2 bchm 3) Pro" 9d morlr. W end hood *to. 4) 1b. member In porcol4ecb 4,fe'al.+ tho puaat n6xucn for grab 40 tbllNwecededrely. ) g clyc *% ll nd•e10 142aIe61 - t 228d ( Wax 7 AR I.bb moot d O-ed 360 EeflttOa ti ou.bl/PKt7acd°d l/i3D olafl mdlek oi0,q I Un b kmW to a Gmm Np We Wda BAY" nCodsSeSn1504.&1 0) Shot. fad 6d.b a. rc*AmL 7) 4' #46 bt- to be Uddd ./ 4' Fmoor:- barb. W -14 11' f wraw vv4rd J eL-Lb,/Leal eobb.W most cempy .w, w adaectma 9} adaA or p lh19m•qm mmdimm -bJM m a,. 1 GW d dd-OM f ue- Ac. of 10) RA - Hot Rcted It) % Abo Wd aMW rem to ba bmled at U. bolbm of w W-1 mak. TYPE DE'aoagN r . nus = a W / a -,mtm r. Rloa a uCc6mru 1. 2 16-2B/2T krm vmJ J Loam, av OmVL low Im N 12) C t 12' IAbb am rumdmiord .t 5-1/2' Imq rtd. d t3. udr to cccwwm. ve," ed mvxdv ad 9r'•n; 13) lk. aIvw oMww al kw. Imtcw b .3utor cW0.16 ro rj lob ad haw a e00FrIq a ft. "W1, aa.dv o(1raMhIyam c--02E of aw Wtx.,d —Sog. I4) 1tiotob.lpb cddN dirrW tafar iM wn06 odloadN9a+Ph 1N f a°.fiigo.{f•a p' id vaGcal NoJ + Apy1e1 hod,«,w load S 1.0 Sol. vvOwl hasd Safe h. I ' I.ad 15) Far =poetta reW h*W rA u' m,q m xdo IoW km oed la.v hdOt abmm. 10) rar Wol Iapl o rot dpoa, 'au .1. bad Irom cad Arpin k*h charm 17) Sdo loods v..a-b,pas.J oil dlo load.. 15) Safe bob baud oo raQood dasip .upr.b per b MO .ad AO 31L 19) A sww t.tvd God mP lr mo G oDlalnoJ bf No d.flanv by proW&q WN" rsidWW m ,to macmr7 ItJb (RC1W) ob•n Alp inter Su dutch hdar. SEE SAFE LATERk LOAD MES FOR LOAD RATING FOR EACH ADDDIOWL REINFORCED CUU (RWJ) FULL COURSE 1/ 0 CLR TYP 5 RE9AR FOR 6' WELS 6 ROM FOR 12' UNIELS GR40 or WSO tv:; v.. PRODUCTRSVISOD 61.18 Iocomplyh, Gwilhhtb.FlImtk n n ftl&r4 n,r ExptlµianDde2•/B 1. ouq At 1n Ifi pq Ran[. rat If ums pf m u rat r tama I-t/ r out caa G' GYti - 71 = Km tr 0)RUMmr = 0) JoaorotrwaawoW 1 5 OOPO 12• N= NAL TROTH M BEII @ coo. 6F28 6F12 GF24 SAFE LOADS FOR 4" SOLID LINTELS W-4- cm GRAVITY TMPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'4' ( 481 PRECAST 959 4'-V ( 547 PRECAST 789 5'-10'( 701 PRECAST 460 6'-6- ( 781 PRECAST 360 7'-6- ( 900 PRECAST 260 9'-4' ( 11n PRECAST 156 10'-6'( 12n PRECAST 116 6F20 12UB muCAST- CRETE 4", 6" Fu IUAC DMM-14 I am m Cwrrr 4- rm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 4'-6' ( 541 PRECAST 529 258 5'-10'( 70) PRECAST 407 148 6'-6' ( 7r) PRECAST 360 118 7'-6' ( 901 PRECAST 280 87 9'-4' ( 112') PRECAST 187 55 10'-6'( 1261 PRECAST 152 43 12FB 121" 12 12F16 ORO n• r1: aTj A j'•S i..f511 Y 1T r h'. 12F24 12F20 PRODUCT MwISIir) m C— Pl$ity,riN Ou Fla,[& DWld;.g( bda PSplmllon Ds o o - O84 J78 75612" LINTEL SAFE LOAD TABLES JOHiN AIKWD I WKL- MIS. mw I OF 3 Im GAFF nRAVITV LOADS FOR 6" PRECAST U•LLMTELS 4~r-4- a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6V8 UB-1B 6F12-18 6FI6-IB 6F20-18 6F24-18 WM-16 6F32-1B 3'-6- (421 PRECAST 2J32 2B76 1 3892 5050 6148 7227 8297 9357 4'-0" (481 PRECAST 2025 2313 3892 5050 6148 7227 B297. 9357 4'-6' (541 PRECAST 1654 1887 3633 50% 6148 7227 8297 7 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 01 8225 19 6'-6' (78' PRECAST 949 1078 1831 2850 4328 6737 B291 9357 7'-6- (90' PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (112' PRECAST 584 660 1058 1523 2084 2795 3731 5D17 10'-6"(1261 PRECAST 503 568 895 1270 1706 2236 2895 3747 11'-4'(1367) PRE= 457 513 805 1133 1507 1952 2492 3163 12'-O'(144l PRECAST 425 477 744 1042 1377 1769 2230 28M 13'-4'(16n PRECAST 373 417 646 395 1170 1485 1852 2285 14'-O'(I6B' PRECASF 351 392 605 535 1087 1373 1703 2087 17'-4"(20n PRECAST N.R 299 455 620 794 285 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS eno an ovcrd9T t I.t IMTFt s 4MR14m SAFE LOAD PLF LENGTH TYPE: 6U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 467 787 445 4'-8' (54' PRECAST 416 609 344 5'-10'(701 PRECAST 3DO 350 198 6'4" (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (112' PRECAST 173 352 74 10'-8-(1261 PRECAST 151 276 58 11'-4'(W) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14,-0"(1Sal PRECAST 111 202 32 17'-4-(208l PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4ftml4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-IT 5FI2-IT 6F16-IT 6F20-1T U24-IT 6F28-IT 6F32-IT 3'-6" (42' PRECAST 1412 2014 2715 J356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2OS4 2.77 3069 3562 4055 5'-10'(70' PRECAST 831 1222 16DO 1979 2357 2736 3114 6'-6" (78') PRECAST 723 1097 14371p 1777 2117 2457 2797 7'-6- (901 PRECAST 648 86304 12490 1544 m 1840141 2135 0 2431 9'-4- (112) PRECAST 575 571 980 1252 1492J 1732 1972 PRECAST 514 462 787 E 1121 133 1551 1766 IV IV-4-(136' PRECAST 474 404 685 985 g 1213 1442 1645 12'-O'(1441 PRECAST 454 r 3871.0 619 N 883 D, 1093 1299 1505 13'-4'(160' PRECAST 4Q2 3Q6 516 735 908 1076 PRECAST 368 677 832 989 A2714'-O'(1681 17'-4'(2081 PRECAST 253 208 338 476 585 693 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCE REVISED m co-loyin wdh da: Plowda 13afidiag Coda Au prance No O Z , lB i don Data PA.J,,., ENS O yht:cnl ttCciYrW 44 1IF •j ` i0 'I - •' ; CRAIO PARRINO e+SS•. R Q G`•.` 632dCR5I941, Ea, t,+` SEFt7JR R. 33584 1'`` FL.P.EUGN0.44756SEEGENERALNOTES -SHEET 1 OF 3 4 11114REVISION y eOpj+4olr 'tu ieFlondowdo E+a4uk aRueL-O oT.oT r f ./ ,,/ 7JJ• , / Z''/8 a °F 1.e.. P. 1 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Fnc IG1IL• oma-t4 o xn m lwux Awuto scup xTs oun SnUw aacKm Im , ,umta .0 - ae. W. 4Tts4 DL1M111@N0, 1T4412 stun: OF m SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Cwn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12W29 IV12-20 12F16- 12120-28 IM4-29 I12UB1y26toIIfS2-26 S-6' (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 V-0' (481 PRECAST 2923 4232 583E 7619 9352 11060 12755 14439 4'-6" (541 PRECAST 2396 3464 5304 7619 9352 11050 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144.%q, 6'-6' (781 PRECAST 1383 1986 2879 4196 6421 10032 12755 14438, 7'-6- (901 PRECAST 1138 1628 2131 3218 4676 1 6756 9763 135 9'-4- (11n PRECAST 795 1216 1535 22M 3083 4167 5593 7552c 10'-6'(126') PRECAST 614 1043 1295 1853 2516 W23 4334 5632 11'4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 j. 12'-O'(1441 PRECAST 458 878 1073 1513 2020 2617 3333 4206 13'-4-(1601 PRECAST 359 767 926 1 1294 1 1709 2188 2743 34091 14'-O'(168-) PRECAST 321 720 865 1204 15B4 2017 2451 3106 17'-4'(2081 PRECAST KR. 4510) 631 BB1 j 1141 1428p 1750 2102 19',4'(2321 PRECAST N.R. 34J 477p 700 925 tI52 1380 1609 U) 1RE NUBM IN PVEN0RSIS 11.E KRW f REDIIOi1115 FOR QODE 40 FIELD AM RMAIL SEE CUM NOIE 80. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U•LINTELS C- --+--- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZW 12RFO-2812UIO 1213I4- 12RTI8- RI822- 12R126- 1216'30-2 4'-4- (521 PRECAST 2538 2942 5468 7584 9640 11609 13679 15679 4'-a" (54') PRECAST 2319 2740 5468 7584 9540 11M 13879 15879 5'-B' (6n PRECAST 1347 1841 3555 6395 9640 11662 13679 1567RI 01 T-10'(701 PRECAST 1259 1758 3381 5954 9358 11669 13679 1567q 6'-8' (801 PRECAST 924 1430 2633 4415 6884 10 1257 1480E 7'-6' (901 PRECAST 703 1203 2157 3494 5259 79220(l 9623 1132R 9'-8' (1161 PRECAST 389 843 14510 2157 3203 4427 5417 6380(u. SAFE LATERAL LOADS FOR 12• PRECAST 114JMTFLR 1,mr.* SAFE LOAD PLF LENGTH TYPE 12US 12FB RCMU 3'-6' (42' PRECAST 1295 4841 393 4'-0' (48' PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10-(70' PRECAST 681 2547 155 6'-6- (7n PRECAST 579 2167 123 7'-B' (90' PRECAST 474 1771 914 9'-4- (1In PRECAST 355 1326 580p,1 10'-6-(1261 PRECAST 306 1143 454, 11'-4-(1361 PRECAST 278 1041 38 12'-0-(1441 PRECAST 280 971 345, 13'-4-(1601 PRECAST 229 857 278 14'-O'(I6n PRECAST 216 809 251 04 17'-4-(20n PRESTRESSED N.R. 633 16 19'-4"(23n PRESTRESSED N.R. 534 130 ALL bIIitJV4L NUIC 10 SAFE LATERAL LOADS FOR 12• PRPCASY M 2" RPCPSS DOOR 1111NTFI S V SAFE LOAD PLF LENGTH TYPE 12RU 12RF6 RCMU, 4'-4" (52' PRECAST 1295 3692 2593 4'-5-.(541 PRECAST 1213 3458 2417 5'-8' (651 PRECAST 784 2236 1 B 5'-10'(70' PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 117 7'-8' (901 PRECAST 504 11438 914C 9'-8" (1161 PRECAST 355 1 1011 t 9l SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS CM 4 mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12T8-21 I2F12-2T 12T18-2T 12T20-2i 12R4-IT 12F28-2T 12FR2-2T Y-6' (42") PRECAST 2752 4287 5613 6938 8284 9%9 10915 4'-0" (48') PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 8347 7365 8354 5'-10'(701 PRECAST I 2527 3310 4032 4875 5658 6441 6'-6' (7n PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6' (90') PRECAST 12570 1767 3194 3W5 4417 5028 9'-4' (112") PRECAST 1028 117100 2D08 2590 3087 3683 4019 10'-6'(126) PRECAST 920 147 1612 2&1 2764 3209 3653 11'-4-(136') PRECAST 858 529cla 1404tv 1982 2441 2902,3384 04 12'-0'(1441 PRECAST 814 p 751 1169 1788w 2201V 2616 3032 IS--4'(IV) PRECAST 678 633 1057 14851 1826 2169 2513 14'-0-(168') PRECAST 622 586 974 1365 1679 1993 2309 ti-4"(208") PRECAST 434 427 695 964 1182 1402p, 1623 19'-4'(2321 PRECAST 366 370 693 817 1002 1187 1372 E) In HMUS IN PA40OKS5 ARE RRENf REMMIDIS FOR Qux 40 FIELD ADDED REU& SEE OEM NOIE Na 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 40"4 ose l SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12fiF6-21128no-2 12AFI4-2 IM18-2 12RF72-2 111626-2 12Rf30- 4'-4- (52") PRECAST 1626 26M 3746 4806 5367 6928 7989 4'-6' (541 PRECAST 1558 2582 3602 4623 5543 6684 7684 5'-B' (58' PRECAST 1210 2042 2850 3658 4466 5273 6D81 5--10'(701 PRECAST 1173 1984 m 2769 3553 4338 5123 5908 6'-B' (801 PRECAST 10201 1538 2426 3114 3802 1 4489 5177 7'-6' (901' PRECAST 90,44 1226 2163 2776 3390 4003 4 4617 1161 PRECAST 703,4 711 1472 2181 2663 3145 3828 1) THE NW M IN PAREW RESTS ARE PEEWIT REOMIA'S FOR Stt GtNLRAL NUIL la ,t- GRAOE 40 HELD ADDED REBVL SEE GENER11 NOTE NO. 4 O Il , • • • •. NIASFFIE Vf P)RD FIE 5 ARE PFRf£NT PIDIE O}5 FORPR ; G . • -ENS ' 40 FIELD ADDED REeAR. SEC CFtuPAI. IEO]C HD. 1 crRO . 447 MDucFREvlsmBtOtfinDCodca 10 omplyfus "i-h Iho plmfaa dwtwe. nDuro i8 " T(ECRAJOjgF/ 63241:R S60 S/',I .` 634£53584 Ib tO- - SEE GENERAL NOTES -SHEET 1 OF 3 v'r„Ot'111", NO Byl REVISM14 DATE L.p.fA!(OA11b.AASf56 MEMSFA,or o —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESV3 ,A - 1 4 FILE YDIO OEDRF-11 QA.QR l 11REll AMID SCAIL• R.TS. 1 a DAL S/E4/OS g1ECEEp fry f UO I'MMO. .L - EER M 4R51 OAAIQIRRO. Chili SIM S 6F S M IAM I -DADS MIANfI-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.miamidade.gov/eeonomy Cast -Crete USA, Inc. P.O. Bog 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 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 -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, 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 Iogo. 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 Helmy A. Makar, P.E., M.S. NOA No. 17-0821. 19 21/2022 MIAMI•DADE COUNTY f / Expiration Date: OS/ 21/2022 bq Zgl2o) 7 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 06107196, revision 91 dated 11108196, sheet 1 of 1, and Dralving No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, 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 07130197, signed and sealed by Christopher A. Ramon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 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 11/11196, 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 Apri11996 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 Certified Inspection Report #20-8345 dated 11/13195 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 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96for #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 484421208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-1420652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. 4. jffifmy A. Maker, 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 #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine lllade 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: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, tilled "Cast -Crete 81'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, perASTME-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. L Xclmy 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 0212012006, 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. of 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 C-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 012-0209.13 A. DRAWINGS I. 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 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 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. 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. 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. e my A. Mal ar, 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 (REA). 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 Jvfodels, total of (8) concrete lintel specimens, per ASTMS-529-94 prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alfiami-Dade County ,Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. I L ,( Cffeirny 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 T 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. 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. Imy 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 AST-44Er1' HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS Rock=RIMWED PRODUCT RFVISGD aroa lyuq Idl4 Gm paddy n cuamlying,Ath "e Flor4L+ Bm.61.6 CO& Aailding Co.10 Amqn= No 0y'idan Dula Z B d b YRODJC'T BQIEP/fl Ea ucm, l C-da h Nc 1 Acteytmce NO Data o a- mmy Tr/ 2• MEES'S GGGt u-LMM E' rnECASY V-llxra EWlW=LL 11-LIXIEL TYPE "A" STIRRUPS t 7/32"f BAR ro SA31RIuPs ei —s hs STIRRUP DEFAILS v,,.• Ora D LS/ 32"d BARTIRRUPSE 'Er STIRRUPS Y I n S11RLq &TAI 7 e17J'ilhid F16ft4 P1ffi[•7i:1 Y16 LL:i:'1• Eff v aC3iF/t'"LCGift FESif f UAMW Iran flLlit/ti1 l tt i01 QGYf3i7.l7 i1-.f 11CS!ifL6lLLZI64i 0 mobil r lR MmW m e" PRFCAST W/ 2" RECESS D44B-1>^LINTEL DATA TABLE L.• fisii[3t.Ii®GI J I•IITI E_if`BJ II_'L•!1'.I i(:1!±`.L•5i1PJ 7 I 1/.Y f i•)JFi\Y.YLTl-TI.\>fC[y'r`,T.TI4YP Rfi4!! dL17Vaa IG fiC]iitSCli[F.,:i/!'P['`!PII.Y, F/LYI. ilL7CMRSI4O f}QLJI SQIi fLL'S71ril::::+t R4'1i." V 1 3i Q t rie7lfr.]if-rrrlucT r reaei:::[m,v>•.rr•.[ic r e.a LSC i)C 1a 13 111'LJIRK:t! n r]6CiiLMIRICY['SITCSi liis[.f•'A!P!!'itl='1C' C€iO m[ •i• y a i ul il rm[u as . 4 wcan mow 26T An [OtiE RFMFoRCOIG CAGE UU1G.TION m= '• ra pus w"' 1% nri •r rl lEnl'K Y..ilr1 P iYa v trt vidR ' 12Z7.1S rl YI nr" En rvrE1 "EI/IR1aCRla c GE rA\RM IrGX uoGEl PRECAST U-LINTEL_ DATA TAI r+' t(iI J Y17 R1>:::111i1I1 lrvt=l'R I tliTii(•L•FGaI\Y Ii 3fiiEai\i Ll/. i Yi1Y9 i m r Eg..,a ar o f rsmflis:rr rr• cla+//+©coo EWANS1[liLM Ti:,]dCrfVF.]tL'31 W47! fiCli i$iII Lm t7UN UIL]C'ifaf:L11 11QOt t9:l liL'1f11•FS:LF1C[/liL.11liL A iZ7t' SiiW" El•Fif fnsm: iF7LE;!LT 17i L1t EL['.i7C]i ET 9i if7an fYSSI< mamlRfli2moLli1J1L IGS/aGi 0[F.•II1©fif'sn...f 2fSLfJmLE,s'r Ffi n re•.[rxr•r::ulr>stt ar: u-..Lm ta o BE" KURjc 7lllQdYrrflrr:l[LiCiilJGlt fF-l 9[]ILz>ttG F: fSr l iif:ZLZ1JIFSC EiC'1'O RiCLIl71F71:1 T`1I1761Y e.dCiiE Q]i Tlaf rRantrW KV WITION a MONO[a ro" MWWCT 9"LOYAL IF 13 rlolEoTEO /Y CaffK= tAo km CAralor [Q xvim Q9 a" mnavIm tTIl11Wl TX[ Haar MIEN mtmw OF WT-Cwt Us& M IE7VOttllo'ALEFL Y/3: lVl NIY Axial K K a. 10TO Tit TOTAL WAM OF f wa Ali 3 l[alt OrAOt i0 ASTN Ar111.7/Il aa:X tcmmo b cmwta &U n]M IRON EACH pAYO[i 17or51 IDT!-6LLA><A11OX ItEi.6saNa IXo Or THE FZUGUW Q= FOR MutLt AIW ASN A41L W, Or llrIAM • 6 T"N VM rmaatam CAIE Imctl aXann S lmRurSa. mXafET[ EIRlmaQl rr • Joao r31 raE N F3alt tA[ll oar. rXESMEm LQWn , 1. • 4M r11 rat ALL MUST • A1W1 urns. a a.r MWAS or rotmo ILE"E nw rtr E. aBu1 r\Etnw raEC1 0]0 ,lw. CO.m or collumt Xu a usto I" UEU ar rtcrumlo Lim A(WOEoaa GAO$ 4 STIGIrUM r rRIfIEQUb TO tort urmm um Nov" ro=L G •ENS ' ; PRODUCT am- STO aEmrpl7ial tta69nPNdd\ 71{VT J CRWGPAMNoq 6224 CR 5n b N Iwaat' NAL1;Nn` • FLP.E.UC.N0.4f166 ML CAST—CRETE 8" LINTEL FABRICATION DETAILS IAE IA\TI mm-14 1 Clad a cw mm% m. - a R 4474 stun [dl Ia ftl1L OUL• p /ri I OW= m cm "11Im rL - am m Um 1 IORm"its fay 1 ar 3 e nee r_on n2v I nene I:nR V ORPCAST R PRFRTRFSSED Ua.1NTEL8 cgsr-aRro' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUBffa-n iffa-Da eF12-ee ar12-19 afla-oa a7Ta-1e silo-oe er7a a er24-ce Irx4-u ePre-® cv +e OFsz-ae er3ru 3'-6' (421 PRECAST 2231 30re 3n3 61at a054 9m loud Sot! 4to5 61u 7547 am4 103% Rare k'-0' (481 PRECAST 1968 25e1 2131 31}D 4890 3951 4 110 2693 4605 1113 7547 e974 W14 IIOre 4'-6' (541. ?REM 1599 1262 2110 2031 3753 45" blab S224 210 4375 6113 7547 a072 ID794 IIBM 5'-4' 64 PRECAST 1217 1349 1919 2m 31x3 305 4249 laal 3M Stay am 7547 2 a733 IN27DY 5'-t0'(70' PRECAST 1082 1103 1173 Iml xwo M49 3aca 3470 1451 2624 1 4360 1 7163m 603W 71aimi ARIf. C-5' (7a7 PRECAST 90e 1238 21n 3031 3707 a13 5011 12M 2177 34a0 53SI 93M I IWV4d ea75 7-e (90 PRECAST7 743 1011 1721 2132 2203 2e6e 3191 30 roll IM 2L61 31193 Baal 64671. 9472 9'-4' (1121 PRECAST 554 6„ 1rw 1125 25N 34a1 2816 33M 7U 1245 1a45 2564 34a3 n sm lo'-s'(12s' PRECAST 475 am am 1247 2097 27T7 2103 25u H3 Wn 15M 2013 2731 ON 17'-4"(136 PRECAST 362 5e2 943 13aa 1e46 x4x3 3127 400a 552 946 1 inn 1645 2423 3121 40M 12-0' l44 PRECAST 337 540 73 1254 1484 2193 2W 35R 540 573 1254 1684 2193 NOS 3552 131-4' (1 fin PRECAST 296 m m 1073 142e 1011 2316 za63 471 755 ID75 t425 IBM 2316 25L3 14'-0' ( 168') PRECAST 27B 424 7m 1002 13M 2127 x670 4,2 7m 11702 t32a 1607Ian zIv 26•s0 14'4'(I7 PRESTRESSED NRL MR NR tat Nt H1 431 73lea 371370f0P1 7243 2517 Dig 16'- 4"(184') PRESTRESSID Im Ill HA to H5 CIA to 4r7 710 1=1 1733 2035 I 2nO 25fS 17- 4'(20BI PRESTRESSED N.H. M' at KR HH to I ra rill 300 50 950 law 2D47 19'- 4' (232' PRESTRESSED N R rut xANa MR 235 42 42D760 S1 I515I711 21'- 4'(256' PRESTRESSED NR MR MR ENR tarIN 340as$ 1359 1 1a 22'- 0'(264' PRESIRESSED NA aruIMRRR IAA 3I5 a50 I2a5 I391 24'- O'(2B8') PRESTRESSED NA. 40t14 AR 121rat121730450154aa4Ire21727SAFE LATERAL LOADS FOR A, If —.1. COG°1 '=1I IIJ ANTIA . Aa` a°• SAFP F ADewG IT}{ P8 8U8 SF8 R1 MU 3'- 6' (421' PRECAST 1025 1024 1598 4'- 0' (4n PRECAST 765 763 1309 4- 6' .(541 PRECAST 592 591 1073 51- 4' (54j PRECAST 411 411 745 e- 10'(701 PRECAST 340 339 016 6'- 8' (NJ PRECAST 507 721 490 7- 6' (90) PRECAST 424 534 363 9'- 4' (1121 PREW 326 • 61 Z 230 10'- e(126') PRECAST 284 401 113o 11'- 4'(136')PRECAST 260 452 154 12'- 0"(1441 PRECAST 244 402 137 1601 PRECAST 217 324 110 14'- e(HIIJ PRECAST 205 293 100 14'-- 8'(1761 PRESIRESSEO N.R. 284 91 15'- 4-(154') PRESTRESSED N.R. 259 83 17- 4'(20BIPREMRFSSED N.R. 194 64 Iff- 4'(23n PRESTRESSED N.R. 148 52 21'- 4'(256') PRESTRESSED N.R. 125, PRESTRESSED N.R. 11624'- O'(2 A4222'-O'(264' n PRESTRESSED N.R.91 AlI VP I IN IFT LOAnR FOR 8' PRECAST 8 PRESTRESSED U-LINTELS 4 aA x SAFE LOAD - POUNDS PER LINEAR FOOT Typp LENGTH ar15- rt are- 2r aqr 7 WIZ- n V15- It 6FIS- 21 8RD- 1T rin°- zr ant - It art- 2T OJI- li WM- zr OM - IT am- 2r 3- 8' 42 PRECAST 1551 26i5 524 4394 5243 1132 70DI ISO 2655 3524 4304 S263 6132 7tD1 4'- 0' (4B') PRECAST IXI 2W5 3040 2016 0 5 8072 1313 2M 3M 3615 45M 53M 6079 4'- 6' (5/' PftFGAST 1707 2040 27P7 3373 043 4711 6373 f207 2049 2707 3375 400 4711 6179 5'- 4• 641 PRMAST I011 n 1n1 2a36 3799 M61 45" 1010 1715 2m 1 2m 3 3"1 4522 5'- 10'(70 ERECTS! to W 2593 3107 3G.0413J 1 921 I557 2M 1 W3 3107 3620 1 4135 6,- e' (78 PRECAST13s 14 1 2379 325E 37 135 1407 ius 2329 2790 I am 7'- 6' (90 PRECAST 7V l0 1624 2m5 24i6 25V 3120 727 122I 1624 2a25 24" 2L27 377E 9'- 4• („27 PRECAST 7a$ 1133 1474 1a15 2157 250D 591 591an 1318 1843 1169 2294 2819 10'- 6' (126 PRE) AST a30 W5 916 Ilea I m 173610 20114 No I M5 1 1150 u 1472 b 17a3 all 2055 2349 11'- 4'(136'PRETAST 4r4 604 ' D00 1037 1Z74 I53 175) 45I 607 1042A 13n td 1443 d 13150gi 2110 iz- D' 144 PRECAST 470 458 n, 22 11 I365 Ismm 47D m 5/0 1302 1310 tat 2075 15- 4' 160 PRECAST to 3a0 607 7e5 1i64 1143 13D t. 428. 450 7e0 1t19 45a 1 taa7 I4'- 0'(1681 PRECAST 384 m 690 724 O9 1054 270 410 425 717 1053 135a i 15a2 1907 14' 8'(176) PRESTRESSED 239 334 520 art e25 970 1131 24a n, aa3 9aD fm 1516 1134 pA 15'- 4'(181' PRESTRESSED 3 4e6 c77 7m 9It 1054 ea CIS 00D U40 1460 164a 17'- 4'(2081 PRESTRESSED 3 405 521 IIW 750 1 3 06 60a 740 1005 1271 1473 10'- 4'(Z32J PRESTRESSED0 341 4I 547 8N 747 In53 112.42D2 429 6z3 a41 1059 1277 21'- 4• (2561 K STRESS'EO 307 393 AN o 56{ 655 32 373 537 nl 905 100 22'- D'(2641 PRESTRESSED7 2" 379 462 548 co 011. 23 513 gas a63 291 24'- 0' (211W) PRESTRESSEDia 3 f a 492 0a1 02 319 45! 601 57 f37a U) THE NUH8ER6 IN PAREMRESIS ARE PERCENT RM=IONS FOR GRADE 40 ' SEE GENERAL NOTE R0. IS ON SIM 3 OF 3. (1) DBE, no ADDED REM SEE GENERAL METE NO. 4 ON SIM 3 OF 3. c.` nlDnt7RENEWEDrPRODUCTMVISGD PRODUCT ybi3 y Mo u 'pil pu b .1 V GSN '• a—gdy4nswllh( h. Florida Bv''Wsrvmftwbs` . Du11d'u t3odc A NO o'Lvj.is- A.xeD oo N o , 19 a 1 2c'Lti ruo<o _ z .0- T .k' o EI' v Irffi 7. BY iJFR11 N07t' S - SNFuctcmuolET 3 OF 34unnlnOFNIA ' CAST— C 416 .M1 vy1.,.nam; `;, FIE RM 0rS11f1-ti 6aG..'T ' Ge51LW M. o1/m u pf2tENTF566 ARE PERCENT KWUC,IUNS Mt t7WTt 4U GENERAL NOTE NO. 4 ON SIM 3 OF 3. A • / Flt0DUCrAA146nD nma; wnn rbKm t y 'nmrmr` or7Nw1 0 2. F .CRAIGPMNO t+ l6 P% aV;: 6324CH579S6%NER.R033684 n off` 44756 RETE 8" LINTEL FABRICATION DETAILS 01310117, M0 fAM r.L - 9M M 4W4 1 1WA au 10 ZUi 6RDf[D 00 mm I mm U - IE0. m 4851 1 4F3at13 I. I" 5907 2 of 4 SAKF r,RnVrrY LOADS FOR B" PRECASTwT 2" RECESS DOUR U-LINTELS 4[;H31•K:4T>t1r41 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH MI -Do NF10-09 M1 ei 1"1 aWl-DD 6Dno- et9'&-le aFlo-le uFu-10 6RFro-a at22-I MU-11 WJV30-1 4'-4' (52 PREGSi 1635 1749 3353 MaD 430 5421 IM3 7567 1a91 3WR 5206 6a79 a050 9479 10693 54 PRECAST7 1494 l5p[ 3003 2992 39[a 49ta 5924 6W1 iM 3699 5 663I boa) 479 ID[93 5'-e (661 PRECAST 865 920 Ino Ins zu7 2339 3t1, 396a 119 24af 4597 03U 005 7917 9311 5'-Ie(70'1 PRECAST 810 M 1653 1600 2124 2649 3174 3700 I113 2342 14242 6539 74MM SM14 6 -8' (B0') PRECAST 791 DDI tms S1zD W 7747 1445 736D 901 Ie2S 3120 6DM 7915 9472 IW 7-6" (90 PRETASi g q 70 490 2459 3775 3743 7239 6123 75s 1490 2459 me 5743 1039 9'-0' (f 16) PRECAST 411 466 D95 ON 2253 3129 4091 3116 5" a" IRS 2253 3129 4150 5MI SAFE LATERAL LOADS FOR It• ncoodaT.da-- W:r=Q hMR I,A II,TFI A 4„„R/3„,,, y''""''_ SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RLyMU 4'-4 • (521 PRECAST 758 757 1164 4'-6- (541 PRECAST 694 693 1073 5'-r\ (881 PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-e (801 PRECAST 595 788 464 7'-S' (901 PRECAST 509 671 30 9'-8\ (I ) PRECAST 370 490 214 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 S SEE GENERAL WM 18 FTELO ADDED REMAR. SEE GF)(E11AL NOTE NO. 4 4;E11 M narEs 0 IfoGadrr w Lbldb an d d tfm 5 In .•, ..•, d M. e.l. b aamdd. adkd .1 . . ` e rr. 9.1.1. 40e0 FA pM ct ca Gild two pd Fevr am 13) D" .t ew -fa •r lddr 1rl.id 1..kac (b..r•ry a6 .Ic1 5m. umMp d a.cs gild G •ea4rd dl. ASW OQ m .Gv VM•'d ' opaWM aVr rdelnm sl any q d uGc6d I D , 14) Wt d .°g.°.7.* M .,ADM: 2,!4 t -0 1r4 w 1. Ih. M' n¢cuup Wodu1u [SDl A416 hW 90 W rdnaro rt.r pw A94 Q70 7f• Y r 9 hoY , 7 ud rtAhA I.e4 + AF d wm" b.i t IDh-ft," 6d 2) AI ..G bd 1d4n b. ro 6-Am 4 bch OW bmig. F -y hdr fr {d bp. 0.E cd OrUa ssE w1. Ga Ip.Sai We ru9cd bop 5d. 10 Fir cr,p b W Will. al dm w cs bw um cal E.0 kk31i .SanI. W cW. II w.R.f W,UI. 1 Ear IU rr w>d wnfa. ml +ee.•i :i. W. Wa 6....a ICI n:io 3) Rn(.4. 61 .rlw wad het lad. M sr. b.+ .. *.e p. a .w m. b." 4) Ile =6. b p-aq%4, udl .t. 16 p.ud reek. 1a VmN 40 6N .dad a w. IQ Sd. I•eh bud n n0.d oalpo aa.tlb 2.r 40 am ..4 FA 311 E-1 I-C tptd W32-11.t SM a I a7i (a5) -'%I 11) uarml Iru.,b. crrwp an w ata,d 5 a. earn b 1•9 m1 Wcmw W dm IAe1 dm 1d..eq, r. . p0 I5) b m1m d.t .. aced 4dtrcI'l . 4 EnI.r m c mnmy r2. Xing Fscdhx n.b.. llp. p l .a ...a nonucr V=EMEn V //100 vA Rp lb. fk61 a amlP3yuyn9h the F k IiftL6aaeipe C. IFmoC.d. f4`CGa If04.11 m .pp0 c a) s9u r. M4 1, 0 T.TLft5 7) On. 17 rJw mo7 w d6.6Ltd br W T5 ,lb n 3" 03oz Carl. Cceey. tn.e -022 /5 2 F m•159op2f II SAFE UPLIFT LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS 4_ wm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH W3- IT aal0a`I Un -1 tRFle-1 VM-IT 5RF71- W30-fl W14- 2 a1F10-• a6F92-2 ORMI-1 a1630-21 4'- 1' (52' PRECAST 7362 305a 3751 4445 5140 2M2 03a 3751 4445 514D 4'- 6' (54') Fi(ECASr 2272 2939 3507 4775 4343 E55517207rA42272293936a7477549435'- 8" 68') PREChST 7797 232a 2554 3312 3211 IM MU 2154 3362 3911 5'- 10"(7D7 PI(FG15F 174e I= 2n3 32a6 2R97 17461225927733au996 , ( 570 929 1 122D x429 2679 3321 510 10e0 15M IUD 1429 20 3329 7, ( 9a'% PRECAST us 742 13S ' 1765 2161 2517 2665 06 ass 13" PIS 2166 2567 216e 9'- 8' (1 is') PRECAST 40 am 122! u4a 1a59 2160 393 AM tan Isu Dt 201a tut THE NUMBERS IN PARENTHESIS ARE PERCENT REDIMONS FOR GRADE 40 FIELD ADDED RERAR SEE GENERAL NOTE NO. 4 TYPE DESIGNATION FF• MM 9II GW6/V•WHEM r 00Nr1DT DF F5 OEaM AT IIDr10li ar .atl GCttt 8F16- 1 B/I T LD9Dm, T mmID3t„J DF r5 RMWAL How 16eAll AT Ts ROU a ttr 1- In' WAR N ed/ar '.tad s —1 .w — V' ° 7' C° ra1 SEE SAFE LA761.IL LOAD 1) lb. Wrw tW ..Wd. .a.,k.W b.6 Ero, Gl r. W .f. Mtr. by rdrdc0.p 0. rol ruhW mxl.d m1 .Inr rt may Arm Oa 9.: TABLES FOR LOW 1tAT040 FOR EACH RE MRM) owDiCIID Hoc. i XWL 10) RR • R.1 I.W FULL COME ODUmEmm fiD a 11) w1m 9cw aIdd'tokr b M Irdd • ow bo0.m d Ou laid w4p I/2• ClR TYP 4. 2) 15 ON LaL40 or GRSD co•447f• 9.ft the FIOr,da alilftDodo Iro 6! or z(. 13 rnr: n l a, T arrm n .rarfe. 7r r MMIl.srTmixi\ r MFa t Ti' i.mm;Ta,10M. , ctF Ryfiz7 161[•T•79( nEf a'r:3,Fd rrWf,"Ism ir."a J[ H7:11:LIira:,avl.7m: r.YiYYiC ' N10111YU 5REMI ATvollmI00R um AERWOM PRODUCrRBVISRD 7 ' ACOW. r91 ' na ui0r lb. F, M . r 1WIALEN ' ,& 4dDre,.id3,w Florta. O m d Cnmr" r BL 6Z i%7jF CRANECRsm0 R 1 , ; 4' N .` 8324 CA 579 Go` SEFFNER R. 33554 N NnI M IAM I-DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION -DIVISION NOTICE OF ACCEPTANCE (NO Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 MIAMI-DADS COUNTY PRODUCT.CQNTROL SECTION 1 I 805SW 26 Street, Room 208 Miami, Florida 33175-2474 T ( 786) 315-2590 F (786) 315-2599 wwminiamidade. say/economy 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) 411, 6" & 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 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 Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIAMI- PADE COUNTYIM Expiration Date: 09/11/2018 MWApprovalDate: 09/28/2017 O J2 8/7-617 Page I 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 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-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 System 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 'fables", 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 Mia»ri-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 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. OTHE, R 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 Regudatory 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 C-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 01.4-0903.03 A. DRAWINGS 1. Drawing 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 1 through 3 of 3, last revision dated 06112114, 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 Depm-tment of Regulato?y 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., 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 and Economic Resources (I?M. 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. Helmy A. ivlakar, 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 t` 1 HIGH STRENGTH PRECAST AND MaTe PRESTRESSED CONCRETE LINTELS TrPE "e' TYPE 'A TSpTo D IGw „ . 1 l _ • 1. W. 111601r I , Iyr1l../;Ijf(a v 1l tsv[ry t . 4" SOLID LINTEL DATA TABLE Fm R. rcaa a t31 Lr.i r E7Crti, 97iP-lttl27:l..1 71r G11[fllSu^Q a;" PPFCAST II-IINTFL DATA TABLE riudi:li l lr•:i1 u7!ti.'•Sl.lt!L aorrilmaaaur..uaaeytrvQ r mAato tIC C.•T Ia::IIrFas l.:JoaC+Flriicn C;iCr/J t<• Esatvan[=.r..3z.tra+r tsrxa mesa 1a r_nriarn.'.trarvs fsr!r.ra s arrrr©[r c trarv mrmrx>ar ao, 2mratarr_z;>•sral riss r..s.—ralat rr rPd7Q377E6[i1YS.IrF$R9 r2'1, :1'tl''arZ't1 mesaa rrr?*•rraittrrla-rra lrt,"rrvtn aTlcs+m®rrsllu::,arra rta! rr araara, rrsaoa n®rt[.tl,^.attazsarl„+r„rlTigr•9rat moaaatLar rea s:asamrr:trrr+o 9fiffm Utr7risrra;s^J- rF+rrJ3!!:SwAzmnc.w t 9" PRECAST tl-LINTEL DATA TABLE Ems. iQl.r7 f.7ISGi f7Ff1'1E3 iiCrLlO mr r•f urcaaia._z.T llmw v,r ur/rest atia3rarttanrir'talar3rv...,•.4 r ca a Ewa L rarer ir>Qave flc>ier ao 4/J <t> t atrlar rrl rtas f rav®rrnum netarmratNrra.lascsj[as471-1rra9acatlttrtNr.ar^rrr o+rc[uz.rWARkr" n. m arta•:rmey[e:ame rie o aT'ii[.3F.T•7r3,tlrrFf t..• 1 r11BElL7KamyrI-31FWAKC,OrtncrrlGSlasQIG3f[3f3rr3E 1 o-mi-yu-cAmr, QSCirrl>1:J:SrFi'7 LICiO aLQ9[]lil rF7L' i1F1m ItL9iFtiiFLiO mma a::arta.is'.rur3rrra_:mo[ re 12' 7M1;:[11(?:i`tr fil I::uuCa—I•/;rii;f I matet tu:ar:mo[vma a no r sl iF,m nmiu:nrtilstrrai•3rvme[vao Ialalrin,.cfaraxr•slsitrs3us::.rrr,vus::.i1 r nittca r.;asap[Ic rr s s::a[:st..tas i vv ur¢s urnaa Ryr:rie.rrnevr.,•rcvu•,.r: t:Uaeule•>iF nruafrnn>• NSV idi11Q0R 71l797rEt. 1 Ir'dfLi/3'CTt7rllSta• Cllt art r tarsuam unr arrr1[r au:.sae o MEMBER OF c9Zmm2-- iM0 frortlln,M t1COM11ATI0I IS nom m rut F*OWJCf AFP MI3. Q n rroim m Ir eonraxr ur1 km CAtolor v Know o CA oml OCttO nMCUr Ir rA10r YQRfrM C0113Btr C.11r-CKIE USA. iNa I. Mow= am r/°I W mm A311! A to. AM A 1C1.1 4. SMPn 1 IT105 11 Atl 11 WCM LWU • m ro 0= w uru Aa11 L ROM IW I,1". Mloou a &=W- IM Mr1 Au C-WO $ AA W CMICAM $MUM= M1 - IFD r11 M3 Atl a CICB AND u mm rant E C BCI of mt ImCO[CIID CACU m VAuru - IV. °l nw= tna" re . 3m rL MR 4 1m t,CIIt 3t . 4, Tmw = mPo1CiD CAK rAwaTb uam u1o17 1 ft1 am V B K cur "a OR wm ro K rLm I= BBI 1 Ir10r, r. um m t1' `G Yfj PRODUCT RUVISL•T3 cs cumplyLll< with tho Floti V C E N O r IIdldiag CC& Acoopmaro No i7-O$2/. /8 PAODUCi'R"ia,; arllooullo/ moa,drl•aat;n°PwrN3o. 4 r eyA ( , /6 pidldh s L 01 og0 0 S T QF y : lu c q•' CAAIGPARRIND °U / 6324 CR 679 r IONA ;.++` i,, FL 33584 FL P.E uC. 0 44756 PRECAST AND PRESTRESSED LINTEL DETAILS Nit" WSUiI-11 mSN IT: JOWY Wti110 SLIIL+ 1S am am 3/t 07 olr= rfl UUr r3tflS0. f3. A1riIR W/rl! SBrt 1 m GENERAL NOTE re 4' pf-1 Mid • 3M 0 1'c P 8 Id fAd•M h vaai . JOOD Py rr dmrnsm i Nch c apt• ear. reM ucoaory amU . ppeerr C90 •0h oddrr•ro not arm eoapnab'. .I300 pd label pv ASI11 1A Lm manor per A501 DVD ba U Or S 2) Al of. bad Wes bold •n nidvlm 4 y ry noland beoht. i» cepilm S.F. bad. far Wil l!p' iUq 471ID end 17f016 mom 0 fredredbbyft34PJfCbam(np wlfln a Iw 3) Pmm b 1 mot. bad and hood tdnta. 4) 7hp= a i. apvm{bf.:b ab,L:Ccdea the p ammos tadlstka for r/ 14S radaGa1LbW 2./ 42l (ii1 4-281 OD 147Epq S) Al ( dale meet or cmadt daRwV; A F uddhPtl . 17iB 1 -4' C 1ao11a med. ar ameed s/ISO Ialkd bk CUu Ot SaradLcrAIWiel aou' h R i me l.M. DAdt i d) sbdr. rwd Gallia w r.rfrlrad, 7) 4' cold Pot.b to be Valid Or/ 4' d4omtioa hadmtdd M H' immdm rerOcoL i) loch o,/. Darhrmt d idat oast ampy nA W onhR banal ooddmdu.t dacomulsG) =Er Un omlra 'iuis* toonl 1. adaca w of d-e.a7 Clem the leca d aacd. 12) C.Ow Yt. MLVA 'd r' dolwdngdwg ord'-1 =• p c" 101rl" d kb. .idr t. 13) TM adarior tafm of W& loda w rn Olivia7f11 e ll:Mard ca GnD• ell: da lam 0 000liq d atocoo epplyd h1 s=Wda=s VZh 0-021 a 14) kkW2 hb" M Cr c m61k3 ba3i}aidlb 1tir 1-0o71•p ta - 1QI3d miml Md + YorhmN Imd S ID We wool tool Sd• MRmMr tad 16) Fa =gpcdb Ddd Mot. cal Ahem me .do bad Imm oad loco bdl4t acorn 16) Fa kal bnglhe not dlrc4 has nf• food Itan tmt I-9d l•glh dara, 17) Sala bob ar• aapefmpaaad aWtla LNr 18) Safe boi, bomd h mancallydedp am*A. parbe othir" )0 63d0adwddAD 31A 19) &NWWWraidon ., mead• metarqu bn1 (AGAI) abort U..lt Su d.F 12M. L'li knd 4 SEE SAFE LATERAL LOAD TAM FOR LOAD RATING FOR EACH ADORION& D CIJU ( ) RRUREINFORCOURSE a _.• 1) 15RMAR FOR 6' LOITELS 1/ f CLR TYP si.".i. 2) 5 REM FOR 12' UNTELS a'%K'` GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS C440arn II GRAVITY TYPE LENGTH 4S8 Y- 6' ( 421 PRECAST 1180 4'-0" (48' PRECAST 959 4'-6' (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-8' (781 PRECAST 360 V-6' (901 PRECAST 260 9'-4' (11n PRECAST 156 10'-6'(126) PRECAST 116 12U8 4--4-CM UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' ( 42' PRECAST 687 371 4'-0' (48' PRECAST 597 320 4'-6' (54' PRECAST 529 j 258 5'-10` (7n PRECAST 407 1 148 6'-6' (781 PRECAST 368 118 7'-6' (90' PRECAST 280 87 9'-4• (1121 PRECAST 187 55 IV-6'(1261 PRECAST 152 4.3 12F8 12F12 12F16 11) !kilo. Odd .ddad labor to M baled d w b.0 m ci Na fact wAy r :ti7r. • {, PRODUCr 118MI p BU8 6F8 6F12 6F76 0 • :' :>:y'", mom piyug with tha F, oridt BW16.2 Cook y i• :. - • • Aempf., Tlo1.Z 0821. 18 n n ! <: .. •.'••. RVIapon 61 TYPE DESIGNATION r- rua.mraau/ o-¢aum I tenvra AaolaaN •• • ` '` ,'a} ',° •'" Sv`• F •• .. 12F16-26/2T x. .:i1'; :. ;:..:.. +• ''.- N`• t n s .,,r T r a. . Baal ceo WA9 :•. ;'r .•1—:,. T, - •: .4r :/ !^l=S: 4;:` .% 4• . % aaiyi•/fe'ra ua.:::.. r. ;•-:4•.' is 4S8 . r r` `: ; G • p/ • 12F28 12F24 12F20 PAOq,Cr j° ula to lY it4Dti1- •y :71Y;• 0"' ftI."/!Sl Ada ao"eu ro mo ruecp a„ y, •s• i ^'D S7 T F Idlgt Cads III $ ACTUAL n • • • • • • • • ',(j' ,p ( P[ .' j CRAG PA RRWO AHs lcu kn pro 4 - 0 l8 1r N01@iAL smmN 'r ` OjttO , a•' 8324 CR 579 6F32 6F28 6F24 6F20 r; i9, I..L a:` FBS UC N0 eta ea. 44756 r "EM . (/(/rV -CAST-CRETE 41/, 6" & 12" LINTEL SAFE LOAD TABLES 6 1T 1..;y t MEAAIIC DLSUAS-II D141fl1 IY: AMAt1UlA SI:AIf: 0.IS 0/ 1 DAIE: 31V CHMED IR: CM; FAMK X - R0. M /OSi VILLU 11A U4611 SHW 10f 3 SAFF GRAVITY LOADS FOR 6" PRECAST U-LINTELS C-T'C-• SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6FB-18 U12-18 U15-18 6F20-18 6F24-1B 6F28-16 SF32-1B S-6(42 PRECAST 2332 2675 3392 5050 614E 1 7227 B297 9357 4'-0' (481 PRECAST 2025 2313 W92 5050 6148 7227 8297. 9357 4'-8' (541 PRECAST 1654 1887 3633 5050 6148 7221 B197 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 1850 4328 6737 8297 9357 7'-6- (901 PRECAST 779 083 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 5B4 660 1056 150 2084 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136' PRECAST 457 513 BOS IiM 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'(16BI PRECAST 351 391 605 835 1087 1373 1703 2087 17'-4'(208' PRECAST N.R. 299 455 620 794 985 1198 1437 THE NUMBERS IN PAREMHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR 8"PRECASTU-WNTELS SAFE LOAD PLF TYPE LENGTH 81J8 BF8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0- (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (112' PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4-()3n PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14--0'(16n PRECAST 111 202 32 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE M SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4MR-4-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-17 6F12-1T 6F18-IT 6F20-17 V24-1T 6F28-1T 6F32-11 3'-8' (4n PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (48' PRECAST 1225 18M 2357 2913 3470 4027 4583 4'-6- (541 PRECAST 1063 1592 2084 2577 3069 3552 4055 5'-10'(70' PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (7B' PRECAST 723 1D97 1437 1777 2117 2457 2797 7'-6- (901 PRECAST 648 883(M 1249 1544 184019 2135 m 2431 9'-4- (112-) PRECAST 575 571" 980 1252 1492 1732 1172 10'-6'(1261 PRECAST 514 462 787 j 1121 133 155IJ 1766 1l'-4-(1361 PRECAST 474 404 685 985 19 1213 1442 1145 IT-O'(144-) PRECAST 454 357 619 GIN aj 1093 1299 1505 13'-4'(160') PRECAST 402 308 516 733 906 DF 1076 1247 14--0'(1681 PRECAST 363 2B5ro 475 677 832 989 1145 PRECAST 253 208 ( 338 476 585 693 803 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 8%%;0'PG J, C6324CR5790 Z0,VAllill ' lots" FL. SEFFNER FL 33584 FL. P.E.t1C.NTL447,5 PRODIICTRFMEr) OMPtYi-g ailh Va Flarida Bctld:"g Cod. Acccptaatt PPo 20 C•-i aDalc / g Dyh4:mij D a ntut PRDDUCpRBVISDD Ba1ldh H NO the F1wfy Aeappr cy o/P wa cbnwt 5 - I --CAST-CRETE 4", 6" & 12 LINTEL SAFE LOAD TABLES 00, ONis F' ME IEl1m DI5911-t1 ORA71 R 1DIiAlI ALUM 5411E H.1S. DAfEt 3/24/03 -- - OEtl([D ETi = paw. 1.G - RM H0. 4am I t4DlWC, a LT(Eft SR[4 t Df s SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FOSAFE12PRECAST u LS SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 442fi1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12u8 12FO-ZD IV12-28 12t16 12F20-19 IM4-2812f2E-19 12132-29 S-6- (42' PRECAST 3428 50DO 5838 MIS 9352 11060 12755 14438 4'-0' (48' PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 V-6' (54' PRECAST 2396 3464 53" 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144 , 6'-6' (781 PRECAST 1383 1986 2879 4196 e421 10032 12755 144 Y-6- (90' PRECAST 1138 1628 2131 3218 4676 8756 9763 1352a( 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(136l PRECAST 518 945 1162 1649 2216 28W 3719 4746 12'-0'(i44j PRECAST 456 878 1073 1513 2020 2817 3333 4205 11 IN-4-(1601 PRECAST 359 767 D, 928 1294 1709 1 2188 2743 1 3409 14'-0-(168') PRECAST 321 7200 665 1204 15U 2017 2451 1 3106 17'-4" (2081 PRECAST NJ? 451,7 631 581 1141 1428,• 1750 2102 19',4'(232' PRECAST NJL 343 477p 700 925 115Q 13W,41509 4 SAF LOAD PLF LENGTH TYPE 12UEI 12FB RCMU S-6' (42' PRECAST 1295 4841 393 O- (4n PRECAST 1295 4841 299 4'-6- (541 PRECAST 1049 3922 2417 6-10'(70' PRECAST 681 2547 155 6'-6- (7n PRECAST 579 2167 123 7'-6' (90") PRECAST 474 1771 914 9'-4- (1 In PRECAST 355 1326 58 10'-6'(128 PRECAST 306 1143 454, II'-4-(136') PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 IS-4-(16n PRECAST 229 857 278 14'-O'(16n PRECAST 216 809 257 cm 17'-4'(208' PRESTRESSED N.R. 633 16 19'-4'(2321 PRESTRESSED I N.R. 534IJ 1300 1) De NlAMM Di PARENTHESIS ARE PF MW REDUC 0 5 FOR - .— uu.ravr..." lu MADE 40 FIELD ADDED REBY1. SEE CENTRAL NDIE R0. 4 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS W PRFCARTwl2• RFCERR ODOR LIJANTFL9 CCM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1211116 12WO-28 MIME 12M 4-2112MME 12922- 12RF17-2 12MO 4'-e (521 PRECAST 2538 2942 5468 75M 9640 11669 13679 15M 4'-6- (54') PRECAST 2319 2740 5468 7584 9640 11669 13879 15679 V-8' (W) PRECAST 1347 1841 3555 6395 9640 116M 13679 156?, 5'-10'(701 PRECAST 1259 1758 1 3351 1 5954 9358 11669 13679 158 6'-8- (801 PRECAST 924 1430 2633 4415 6584 1 1 14804 7'-e (901 PRECAST 703 1203 1157 13494 1 5259 7922D 9623 11321( 9'-8' (115I PRECAST 389 643 1451 2157 3203 4427 5417 8350 ME 400 FEDLAMMt. SEE M NM M FM Caw SAFE LOAD PLP LENGTH TYPE 12RU812RF6 RCMU 4'-4' (521 PRECAST 1295 3692 258 4'-6". (54' PRECAST 1213 3458 2417 5'-8- (68' PRECAST 784 2236 165CW 5'-10'(70' PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 117 7'4' (90' PRECAST 504 1438 914 9'-8' (1161 PRECAST 355 1011, 5 911 PRODucrp,A; C.Mplmr Bd ltvitA the Florida Yon Day g d 18 omra SEE GENERAL NOTES - SHEET 1 OF 3 4 MU41mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IZM-21 12 IMI12FIO-21IMD-2112f24-1i bn-21121732-21 Y-6' (421 PRECAST 2752 4287 5613 6938 8254 9589 10915 4'-0' (48' PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(7n PRECAST 1623 2527 m 331D 4092 4575 5658 6441 6'-6' (781 PRECAST 1444 2269 2972 3675 4378 5081 5784 Y-6' (901 PRECAST 1267,4 1787 2583,3194 3B06, 4417 50281 9'-4- (1121 PRECAST 1028 D, 1171,D 20DS 2590 M17 3583 4079 10'--6"(126' PRECAST 920 947 1612 2281 2764 3209 Mu 11'-4-(1361 PRECAST 858 829 140404 1982 2441 2902,3364 12'-0"(1441 PRECAST 814 753 1269 1788 2201 2616D 3032 13'-4'(160I PRECAST 678 633 1057 1485 1826 2169 2513 14'-0-(1631 PRECAST 6724 51T 974 D 1365 1679 i993j 2309 17-4'(2081 PRECAST 434 427 895 964 1182 1402 1623 19'-4'(2321 PRECAST 366 370, 593 817 1002 1187 13'2 Q THE RAwn TN PAR awm A2E PERDENT Rome 1UR GUM 40 FIELD ADDED tlfOM SEE GUIERAI NOR N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U•LINTE:LS Wr_*M 1. SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 1221`641 IIRFIO-2 12RFN-2 12RF15 2 12R122-2 12i526 2111RF30- 4'-4- (52' PRECAST 1626 2685 3748 4806 5367 6928 7989 4'-6- (54' PRECAST 1558 2582 3602 4623 5643 6654 7684 68") PRECAST 1210 2042 2850 3655 4466 5273 6081 5'-10'(701 PRECAST 1173 1 1984 rm 2769 3553 43M 5123 5908 6'-8' (B01 PRECAST 1020, 1538 2426 T3114 I 3B02 4489 5177 . 7'-6' (9Dj PRECAST 904 1226 21634 2776 3390 4003 4$17 19;8' 0 161 PRECAST 703 771 1 1472,4 MIJ 2663 3145 3828 1 a- Q.Y':. • • • QESMAI9ER5INPARCNTIARE Kpma RL7A1C110NS FUR J G ' y(% E N S•' 40 FmD ADDED FMYL SEE 4F OX NDIE Na 4 44 7 •• FROTwct IkFvtSCD k • * . 2Nnj lvidl Nu FTorfdo T E F/l Jr IroNo 0 0 03 A8 bk R11;.\N;' c sD vet S G. 70NA SEFFNEZa,S183584 D.do a Ft. P.E9ilC 10.4W156 u- CAST—CRETE 4', 6" & 12" LINTEL SAFE LOAD TABLES t FIE Wien asaA-14 OAAn n1 JOHAII AAMLU SGIC N.TJt. DUE, 3 t IXELkO R. 0= FUM fE - EF6. IM 44TSi 02RfRL M L11312 SMT 3 OF 3 MIAMI•pADE 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) rvvv,v.miamidaae.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 AID) 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 AM 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" 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 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 H1elmy A. Maallcar, P.E., M.S. WERMMIAMI DARE C17- 0821.19 OUNTY / J / NOA No. 05/ 21/2022 n JMW 1 / . Expiration Date: OS/2I/2022 b9 28 J Approve! Date: 09/28/2017 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 06107196, revision 41 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, 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 07130197, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations far Cast -Crete 8-inch Lintels, dated 06106196, 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 11111196, 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 44 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 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. A%lill Certified Inspection Report #84-N120749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Alfade 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: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 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 ASTME-529-94, prepared by Applied Research Laboratories, Report1& 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. g. dt" e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 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 Jame 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 0212012006, 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. e.. 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 C-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 912-0209.13 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., 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 914-0903.02 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. 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 (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 ar, 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 Regullatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Janumy 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 01126117, 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. 114- eimy A. M kar, 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 (PER). 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.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 AST RRA' HIGH STRENGTH PRECAST AND i PRESTRESSED CONCRETE LINTELS PR00=RENLWBD PRODUCT RBV ISM u ca10Jr[DI wRh th. Fhd& a com,&C d&Wlguilh tm Flarido glclvllBORpC.N 'wuz=irl AcmptRLce NO - D 2 .14 m D. o c ID Br Q hflosl PRODLR'.'C R£NbWFJ c m"rdY"'b 1fllh Q+D B.O&M Code Aecgwa B> m114 D lO yl BY I' 1Rfr151 4/ r' MCECD 000A U{MTKL Y PCCA2 UAIRT[L Lta[rirELSF9 U-UN TYPE 'A" STIRRUPS + 7/32°A BAR M STIRRUPS 8 1 4" • 8 L STIRRUP DETAILS PRFSTRESSED n rgp;filw3LL Y•YT:1 rn eA®17&3:2 ucs rv r 1rv rosa, E]Ctii mCF7t/mS uCs v T' u7 t•a0 a r•vc cic vca r r:I+',iol FIC![11t1f ilFlY/c.IOCEr DrTL"r..1fF]Lsf6.1i0 A' PRWrAST W / 2" RECESS DOOR U-LINTEL DATA TABL£ tEM m l r nr•rv+nl sao, IT I i,p{,7•!{v.r:•. Qil liill rF+iq Y:raai s.;yA• T. t( 5 11 f71 L'+I717 GYi GriFi=fi{LT 7 1JFIL:d'T+E?!t/Ef3'SS1UJMAMIRWMfC•AEG]it7Gilb•itl tla/!11'.i1R:i'!T,VtYL",1Lf..i7/.o i iiF3 it7i LIL•L• DIi1Jr i.'.'bS1R1+U'1VtY1t'.'.'.J i©©t' Luc'yr[±•I•sfr arr.rrr::f.-rl.c•r c eiFi>:rir'rmEs:amr.'.-i.nnK,• r r'.rrr at t>ar„rocl+t*mrlur 1:r.,v-xaT.r.r+rrtio irJa `Ir 7 7.15 12e2L AI '!•.Lull W pfl'A' I rg iq M RFOIroWo CAGE FAOOC&UQ+ MM .• RA Nam+ F!M-lm[MIMI ll i l r aaL`CACT a -I INTEL DATA TABLE Ezra KWEJ mil ML[!`./'1J11m]i Vc3.SJE7rmluL1rc>• ffzWamKlLmrajr" osinl u.taommmauaffULAIlrSitltpmLIM-Aaw©o r_a FS ra•re.u:art•a_ vEr vc.r l c,av r a iLFi1 Ri S7ri SaF1f><9f3'SaiRMC/L1 tSLSr[7I•?]:7r r:L'lf dCA r'rSG'iEfC•1 rrav r•'n m r n rm rr> D o rlfS•1[11L'f ar ll7 ir r1 .J"M.- mm F..a>•r.T at ulr:a:::uu r oo rxfza[r I:LT 3[diii6e T,_.•gIFSS F3C10 mcyr•a::srr ro r ml o TM nMMMRY KM WTIOA ClrI=19 FOR IL Y= APPROVAL Ir 11 rrOiECiEO re COTrr10e LOX AHO MXW SE 307R== CR cnmwEO 4Rr0UF T1R mm YOlrr• coma i Or y3l-CRE7r WA. OTC. TmE, 1. rp¢0=0 =M; 7/n Mlt A•OA AS1WI /O. M /. 010 Irr 10TM Ir AM Or WMWS AND 15 9MI I.LDE •D AMM AIt51•f/1r INCH RMUOlEO C coma u mrJ Fou iDrA OOY011 27M LOff-ASL"OK PKMUSTND eft of 1M RWWm O c= ra UUM rOWD ARTY A4M R" of sll=n • A. UtM 71% 1U60tM WE )W..l. E IRA[1RI r. CMM= sllllO= /• • MOD PSI r0• I' rum r"N m M1fT MO FR rmm 1'. " am rm 102 ML L W rWM= Of 1o01MprnM rwrlr5 rGcmIOWLWV-. OY.7A Oi HA7 /[ m LcCU L OBRL MS TMO Mta . 0.70 " It. m ul O AURFMuummunEtrornmracar L SIRVrOTo.fii4;10T1U MURaaU to •aw tfrWm am PArn•8 10rCQ. G• • Eks , : PAOD=U VMM rntodir4 Codey (/ MwryUY4i N4hG»Plortd0 ro. ,'. By Ikn lliU2o16 E O , r CRAIQ PARRM 0, g' S R.\S4'k S[iRlER FL 93784 D FLP.E.LIC.NO.44M CAST-CRETE 8" LINTEL FABRICATION DETAILS eT-nTv 1 n0nc Gna a• PaF2:AF'T R PRFSTRF9Sm U-UNTELS SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENC9TH 8IR1 93-0 va-111 Of12-01 8n2-1e e1`11-00 OGlh1e 04-03 1IF20-11 U2+-W IF24-15 f A-W I lStble W-n-M IF32-1e Y4 4n PRECAST 2231 s069 Mill 61a3 W7 AM4 9502 1=1 3019 4a03 5IM 7547 U74 IM94 11629 4 -0' (48 PRECASi 1968 23/1 2751 3120 4020IM 7034 107 2q3 M5 91 t3 7547 IM94 IISM 4'-6' (54') -PRECAST 1599 1462 2710 2031 3753 6400 1221 2169 4375 0113 7547 1=4 I= 5-4- 64 PRECAST1 1217 WS 1438 1909 ZM 3w 420 tali 3M E365 7%7 a733 t01z7 6'-10' PRECAST7 i002 1105 1173 1a31 2090 30D9 3470 1451 2612 436D 6e 71e1 IM 5'-6' (78 J PRECAST M8 12n 21 3031 4w 6001 1233 2177 34M 53e1 IM94p eb:s 7'-6' 9D i PRECAST 743 1011 1721 26M IE93 3191 395 toil 17N 2011 3a9I 5001 0467 1472 9'-4' (112l PRECAST 554 41ro I00 1625 2514 34a0 1015 702 1245 W3 2564 3455 1 4705 IM3 10'-8'(12n PRECAST 475 GM a90 1247 2033 2777 1 2163 2W HS 1032 175M 20l3 2731 1 U430 0E4 17'-4' 1J PRECAST 362 S/2 94 13a0 tail 24D 3127 4M 62 045 1]66 1045 2423 1 3127 40M 17 -0' iM PRECAST7 3}7 373 1254 IM4 2193 2W ZW 6W 73— 1254 1061 2SW M 3552 13-4' 1 PRECAST 296 471 755 1075 142E I 2316 21113 471 76S 1075 142a I= 2314 21e.1 14'-0' 168 PRECAST 279 424 70! t00! 132E 1197 1121 2:W 442 701 t002 1321 1617 2127 2W 14'-8'(1760 PRESTRESSED N.R x11 xn 6R Ni- 450 7m 1310 o1901 242245 151731 7t9t2 15'-4' (184 / PRESTRESSED N.R rat 7m ha fw xE xR x1 H2 710 1- l- 17'-4'(2081 PRFSIRES4w NA RA to at tU NA 300 548 950 321ua 1609 16498 0120p 19'-4'(232' PRESTRESSED N,R. MR MR 2353 4ID 760 1037 1212 1515 Ole 21'-e(25b') PRESTRFSM N.R. IR 10t 7R M! tall lit IEO 340 521s93 I4e 1114 1359 140e 22'-D' (264') PRESTRESSED U. t x! 7m RR 14R 37Im31a55034TOSS10NI3'A9 139! 24'-D'(288') PRESTRESSED HA 125 230 450 054 004 I032 1 1221 SAFE LATERAL LOADS FOR umm 6Mla6eaT9a0aanimivTF1A . A`• SAFE LOAD PLF LENGTH TYPE sus 8F8 RC•MU 3'-6' (42n' PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-8' ,(54j PRECAST 592 591 1073 5'-4' (541 PRECAST 411 411 745 5'- IQ- (7n PRECAST 340 339 616 6'-r (781 PRECAST 507 721 490 7-6' (90") PRECAST 424 534 363 9'-4- (1121 PRECAST 326 • 512 230 1 O'-0' (126') PRECAST 28:4 401 1 SO 11'-4' (13C) PRECAST 260 152r1.3712'-O'(1441 PRECAST 244 40213'-4'(1601 PRECM 217 32414'-O'(1681 PRECAST 205 293 14'-e (1761 PRESTRESSED N.R. 284 91 IV-4-(184") PRESTRESSED N.R. 259 83 17-4'(2D8') PRESTRESSED N.R. 194 64 18'-4"(232') PRESTRM W N.R. 146 52 21'-4'(2361 PRESTRESSED N.R. 125 42 22'-0' (264' PRESTRESSED H.R. 1 % 40 24'-0' (238' PRESM3SED N-R. 91 33 A= i tot Ipi• I nenc PnR Ra PRFCASIT E. PRESTRESSED U4_1N1ELS 4Gasac2Ti SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH er0-11 era-Zr V12-O er12-71 anD.-u mE21 ergo-11 Ic70-2T 6F24-IT M4-6 I MB-IT EM-2T e-2-IT MrSZ-2r 3'-6' 4 MAST ZW 4 4394 SM MW 1SM ISM MS M24 4324 SM 6132 7001 4'-0" (48 PRECAST 1307 23M 3M 350 4570 5- col/ 53M 2XI 3010 3315 4570 m 41170 4'_a* (541 PRE4ASi 1207 20m 27M 3375 4043 4711 5379 12DI 2040 2707 3M5 4063 4711 5379 5'-4' 84 PRECAST1 101i W1 2271 IM M" 32i 45Y2 IQIO i)15 t2)e 2aM 3J39 361 4522 5'-10'(70 PRECAST sm lw 2593 3 7 ss2o 41M 7! 1567 20e0 2553 1 3107 SON 4133 6'-6' (76') PRECAST H07 1 2321 3257 371 21407 tM 13a 1 2790 3251 3712 Y-6' (90 PRECAST 717 lus 1624 2025 242E M 322E 727 1 1714 IM4 2023 1 24211 1 UV n35 9 -4' (112 PRECAST 611 701 n IQS 1474 1015 2W - 2590 21 an 1318 IM I96! 1 294 2612 10 -6' (17d' PRECAST 630 5760, Ste 1101 1491ftd 1736w 201tiv E70 69S ligo I472 17ID 2055 2349 11'-4'(136' PRECAST 414 sw f077 tv4 1513 I79 rm 494 907 1042 1372 1943 IS 15 2107 12 -0' ( 144 PRECAST 470 4Se 7u m I I lam MCC 470 ma D IM2 1500 let 2073 no iS-4'(160`) PRECAST 41e 306 507 7e5 964 1143 13NJX 42a • 400 W 1159 fe t 1007 DM 14'-0'{168') PRECAST J°4 3 a 724 ee! m54 1230 410 123 717 10U M 1552 1007 14 0 (176 PRESTRESSED 255 520 672 a2s ste nit 246 mM3 930 1]03 1516 173E 15'-4'(1841 PRESTRESSED 313 4b 027 761 9n IM 7]0 343 016 A OOe od l2 14W 1649 17'-4'(2081 PKMTZESSEO 107 2e3 405 2 I70 75D M 192 me 096 cj 740 mi 1 1271w 1473 wl 10'-4' (2321 PRESTRESSED 182 222 346 447 NJ 547 747 lit 253 4" M 14 059 1277 21'-4' (258) PRESTRESSED H2 104 307 W e3 55/ 6m H2 232 373 537 721 03 100 22'-0'(2641 PRESTRESSED 7]7 197 M M! 482 546 m 137 22] m 513 00 333 990 2+' -0'(z60I PRE5TRES5ED 124 179 267 s12 10 492 5A n4 202 31! 435 c01 57 D THE NUy8ER4 IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE N0. W ON SHEET 3 OF 3. D) T 1 FIELD ADDED REHAB SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. Y.GDUC7R@4S'/ED 1nnDucr PttODUCTRl:VLSED tommptying.rllhtheFlorldu f vlthlhc5'isi114 4 9 Coll- Ftor4C0 Dailding Cale A -r1b 022%./S A tmnnD.f;. '03 tAateplmceNajZZf?O) 4r.Ty11e11a1117UU 't 2 DY 9-j 2022 Z a /7 Mraai MnTFS - SHEET 3 OF 3 tYT11aa1 m,a Caniml y ip MLY5 AXL I'Mml rttu"Isumb r1n1 t,r ,u GENERAL NOTE NO. 4 ON SHEET 3 OF 1 OEN' t'RooUL71t77Y1b'gD o tndla.ym mr6omate. 71C+ A 16n DuL a 0 '0LCRAMF1O924Cfl67S6198SEFFNER. N4476 3614 SAST 11CRETE8" LINTEL FABRICATION DETAILS v07g0I rt, 0wc rLra4 rZ - 0t0 to 44731 g 0m sm a20ny omv IL m um 2 01 3 N SAFF rRAVITY LOADS FOR B" PRECAST WIr RECESS DOUR U-LINTELS 4A__-40K/11,'O SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 018 e1D5••60 Mfl lAFI A2r1e-0 ffiF2/-09UF]o- save -le e6Nfm W14-1 W8-1 I 10P31-ie e47o-i 4'-4' (521 PRECAST 1635 1749 3755 3250 4YA 542T 403 Mg ISII SE9f 5201 6I139 5010 9475 0 4'-8' (S4 PRECAST 1494 Iwo 30e3 2992 395n 4946 5924 6904 1755 9 5201 ee31g7015 479 10n93 5'-6' (68 PRECAST 8B6 920 1770 me 2277 3402 3960 11A 2161 4557 ON7217 9311 5'-1D"(707 PRECAST 810 1600 2124 3171 3700 1113 M2342 4242 MM7402 VMW 6 -8' {B0') PREGST 79J 9o1 Ie73 3120 5041 9445 7350 901 te25 3120 am 247P 1 7-6' (9A1') PRECAST 669 755 1490 2459 3776 5743 7239 5623 7m 1490 210 Tn6 5743 1 118) PRECAST 411 ISEa 2263 3129 4091 3146 520 ee/ 155e 2253 3129 4150 5691 SAFE LATERAL LOADS FOR A' 77dFCARTwl 9" RFI1799 nOnR ILLIFITHLS C a SAFE LOAD PLF LENGTH TYPE 8RU8 8RF6 R yMU 4'-•4' (52' PRECAST 758 757 1164 4'4' (541 PRECAST 894 693 1073 5'-8' (68') PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-8' (8D') PRECAST 595 788 464 7'-S' (90') PRECAST 609 674 363 9'-8' (116") PRECAST 370 490 1 214 SAFE UPLIFT LOADS FOR B" PRECAST WI 2" RECESS DOOR U-LINTELS 4Axr-lVA_ffM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH M:*-IT IO-1 Mn -I 8RFI8-t 11 8RF1FI AFf3D-ll IC\F6-iT 5M0- OS14-21 OMO-2 ers22- mru-21 AFFM-21 4'-4° (52') PRECAST 9aS 1666 2392 W3751 444S 6140 toIGW 2562 3030 3751 444S 5140 4'-6' (54' PRECAST e67 1604 22n 2931 3607 4Ds 4943 am604 22n 2139 36D7 4273 4143 5'-43' (Br' PRECAST 575 12W T79/ 2323 2LS4 3M 3911 75 IT69 1797 2325 2A54 M82 3111 5-10'(7n RUA% 655 1207 174n 2259 2773 3256 i7i—gol 655 1233 1741 2M 2773 346 2729 i$ (80' PRECAST 570 M . 1 19ID 2f29 2579 3329 570 1 1060 1530 19e0 2422 2979 3329 7'-e (90' PRECAST soe 742 1364 195 2186 2667 296e 606 595 1364 17e3 21fi0 2567 2155 116'1 PRECAST 395. I6e 154 1222 164 1 2150 395 1sa ton 13ee n01 mill 2331 p THE NUMBERS N PARDNTESM ARE PERCENT REDUCTIONS FOR GRADE 40 ' SEE CENDM NOTE 18 FIELD ADDED REBAR. SEE CEHERAL NOTE NO. 4 ragM-RM 1) V:lafr. 121 Udds bn kird7 m 5-1n' 11.0 'kA.. a %& .ad. 1. =Md.L raGd w3 r a ow as 0, lval Yid • 4000 p.1 I'e pcdn d Lt4 1d dr51 170D - gfrqTgv9w3ODOW. ri.Yr.er rul 1190 13) 1Y. audw orl.a. d Coh,4' le.h . ak- mnN. ryemt7 t u.trd .I .Nero. l fd r wrn4x! 93 /6SLL f.12` w c9ur MPor.l =.a* l Ydnl1.1 (Ld.-0vno.vrrolw p nkr 1vy A= Af15 .i. to dmN W ATIV A411 W. 2" W. rdbvA dmnLr 141 tr 1v+1nI{w, M Y+AL•d v .rniymp { V!.....,...• 9 flu] W ASM 1 70Typ H w 9 AppSl1Yalinl Md+lhft,"f IA Iodro' i i.lZ) q .d. 6.d hud(NTdndiiY 4 lad or d MaM1 a. LrQC1s 4 Yn m u! M- S7.—Y"UW i 5d. 10 Al -w", Wd Mob w1 .ma m d. law fmm rod My WON dm e1 2M1I Y 1..'L+5 Iny4+6 d 1/2 )mill I6) !v fed h4lbs W d.% i0. w1. k d is n me iapt k.0 gb- 3) crab bd 4pM1w 1d W h[d *IL 17) Sd. Md. v.. Wmpm d MAk Bala v 4) T3. mbdr M p..&ul. Mamie IM "KWA rd.dM 119 11) SO. ball b d n rWOW dwip WAY. Nr AU 530 obi Aa A DELIS Y-r U.1d a n-n l 1d .b 1.d - 6472 02 ISY w6rlGu 4 6lT! ) ` A501 T5 H) ACi7ani klc !1 MI ua l...Md de..W.m .dale) r.WWc A wia.l. ou.bry ici. R7N) c a. Dr fad Sa SAA Mb"r. r ;: A 1r.b wa w sera t%JW ddkc0.A aFa1L•D: fredrm YW t». OfL 77--4 .ad 1e.5u meta MODUCTI4^e4MMIYa. w ®.d. 00l U. b fjcts 3Jd4. ate! m W FWdo MAV m •'•M* noim.E. Fiwu. Y •+' CLd. Swim INISI w q e Q Ron 2d OrLrL o rcpYwd. Adb3 Cb L Fxpra, c. hSl -a 22 . J4 ISDOpSi r~ ''+ 7) Cc 17 hw r+o7 b. eA.PAA 1.r !ba 13 rob= 1) THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRATE 4D FTELD ADDED RMM SEE GD1M& NOTE NO. 4 Q TYPE DESIGNATION F -; MUD 4d'S OFAll / 0 • IAMO Ji A FFBF16-- 1 B/ITT 1RlDlltl 59D, J Hm" M=J L'OIpNpY DT 15 t¢ eAll AT 1 is we no a1 e) Mll9.Y./ '.A 4Md .end mm1Er — o. wd.1wlvd Dy C ... %. ' SEE SAFE UM LOAD y1 lalTASTE' FOR LOAD WaN0 as JIM . 1) Ta. dw>?,w .a.7 ...axle au.ah.l./ Wis k" ur n4 I.d W. by FOR 64A4 AOWMWAL feat rt Cr .ledsmal ma'AO mom d MA riv d d-ap lr® M. ; I,.; pRCE 3 C151 ( FLQ. L COME EN 10) 9R ' Nd edd ft 11) 9d1Yb G!N .d" r*ff 6 M kdd edV.bM- d W Ltd e.RIF. 1/2• CM TYP •; ':. (2) +s REM Coddor = 0.44 OR40 or CR60By -a MW IT,t 1 n1 cenDo : TFc: R1 1910UT e: - 15 EVIN AT 10D0Y PRODUCT RDVLCGD I 'm DI1'b.8 wi0. the 17btid: If 17r0= 11 NQM h'U05J 7-0 ALTL2Im1= VM Dose -! Tj 027. WMPTRGVWD j 4'° 71b Tn01 [halq.rlde boDai c.i! e 4• Io'.I - vwmr4. r OZ DYDhg7on b.1o CRAI4 40 p j i ° la OR 6 Wn MECA $ 3 SEfp• pFL65564a!1 Qfb nftil7f iii7lTiiC. 3.`%ifl:f6YI iYE7d L3GT':1• lI[LIQII LI:;Im AIM.Si(il!/U'YL.I: Ja„t•+ ) />, i ri4'.'[ Hi; li./1:7y1RRd. _fff:Is:%1f ,ti',yPic r';.i-•,I'.:.• ' •1,•f F' 7\Iri u Idpm iYGZY(.kl '1 > - A• _ .dy, \;,:`.. IIA4.i.[ Hd.1f:41.1Y141PL' _ ___ _ 14AWAE11 . _ _ __ x t ' CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: I ,,- 125 1 Documented Construction Value: $ J 2 Job Address: 39H Z Loon L f Historic District: Yes No D Parcel ID: Residential [D Commercial Type of Work: New 13 Addition Alteration Repair Demo Change of Use Move Description of Work: pi e,,, b t N S Frz cLs t o kc.A a g a Plan iew o tact Person: 5-e eN t b4 ko ui I J -e r Title: Pho e:, Fax: Email: Property Owner Information Nam Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: 9L-4-Z'-{3` 3 3 Street: 4? o1 Fax: LI off- City, State Zip: <a4ci-r\L6-, CC, Z-` i State License No.: Arch itect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST B RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation h commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construetic in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pool 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wr 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 requit in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit! 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 vale 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 Print Owner/Agent's Name Date Signature of NouuyState of Florida Date T=—r a' T-/_>oll Signature: of Contractor/Agent Date J vc Print Contractor/Agent's Name, PAT SUSI MY COMMISSION 0 FF 120904 EXPIRES: August 25, 2018 Bonded Tbfu Nntery Pubre Undemdun 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[:] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r 9701 Bachman Road Established 1973 9507 Stale Road 52 123 Miller Road viwuv.RJKleI .com Hudson, FL 34669 Valrico, FL 33594 m Orlando, FL 32824 0 ca 407-855-2636 State License # CF•CO20 727.863-5486 813.661-0707 Page:10FR.J. KiELT4' - Proposal No: 717-13532 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 $5,925.00WeProposeherebytofurnishmaterialandtabor - complete in accordance with specifications below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All viork to be completed In a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra costs will be led only upon vrritten orders, and will become an extra charge over and above tha estimate. Allr agreements contingent upon strikes, accidents beyond our control. Owner to arornado, aother necessary insurance. Our workers are ti covered by worker's compensation Insur V" I• r 1 AUTHORIZED SIGNATURE:_ THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA We hereby submit cpecifi tons and estimates for: Master Bath Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve1Shower Gerber Maxwell 21-912 1.23 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome Faucet1Lov 2nd Bath Sterling Accord 60x30 71140120 White With Walls And Moen Chateau 71-1113 Chrome Valve1Tub Gerber Maxwell 21-912 1.28 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome FaucetILyv Kitchen i Sink By Builder 1 Faucet Moan Integra 67315 Chrome 1 Disposal ISE Badger V W ilh Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up utfnues 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sevier & Water Only (Slab Backfiliing By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Inckrcted Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per fool Applies to any direct contract behveen an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be madeoutlinedabove. I agree to pay reasonable attorney's leas court costs in the event of legal action. A monthly service charge of 1 1/2%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: "%—W— ' ' ` W tDATE OF ACCEPTANCE S PAGE 2: Branch: Hudson Last Edit By: last Edit Date: 7/27/2017 J 4.;..:CITY OF i SikNFOR-a Building & Fire Prevention Division PERMIT APPLICATION rail Application No: Documented Construction Value: $ 51,000 Job Address: 3842 Loon Lane Historic District: Yes No Parcel ID: 17-20-31-502-0000-1030 Residential l Commercials Type of Work: Ncw z 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 Phone:407-630-0119 Fax: Name Street: Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : No Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: 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 constructioninthisjurisdiction. 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: 6rh 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 be. found in the public records of this county, and there maybe 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. e of it submittal. A copy of the is The City of Sanford requires payment e tim arf a anlandwilltew fee at be considered the estimated construction value of the job atthetimeotf submittal. in order to calculate a plan reviewgermit issued, The actual construction value will be figured based on the current 1CC Valuation charges figured off the executed Table in effect at t timactu a construct on value accordance with local ordinance. Should creditwillbeappliedtoyourpermitfeeswhenthe permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Print Ovmer/Agent's Name Date Signature of Notary-Stat6 of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID l3l SignatureofContractor/Agent NKA r c. ncaor Cibbs Q Print Contractor/Agent's Name Signature of No of Florida ate LL 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: Min. Occupancy Load: # of Stories: Plumbing - # of Fixtures New Construction: Electric - # of Amps 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, 2019 CITY OF SkNFOIRD fIRF I)FI1AI*(1Wl:N-1 Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 3842 Loon Lane Historic District: Yes No Parcel TD: 17-20-31-502-0000-1030 Residential 0 Commercials Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person. Phone: 407-630-0119 Name Street: Brandon Gibbs Fax: Starlight Homes FL LLC. Title: Director Email. brandon.gibbs@reedcm.com Property owner Information Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : NO Contractor Information Name Brandon Gibbs Street: 146 West Plant Street, Ste. 240 City, state zip: Winter Garden, FL 34787 Phone: 407-630-0119 Fax: State License No.: Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: EC 13008106 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 OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 6'h Edition (2017) Florida Building Code Permit Application Revised: January 1, 2018 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable s property that may betothis ental entities such as water found in the public records of this county, and thereagencies. be additional permits required from other governm management districts, state agencies, or federal Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. y of is The City of Sanford requires payment of a planer lltbe coew ensidee at hed the estimatee time of rd construction vatsubmittal. A lue ofthe job atthetimeotf submittal. in order to calculate a plan review charge andct at the The actual construction value will be figured based barges figured off the executed on the current ICC Valuation lcontractfexceed thtremactual construction valuermit'is issued, e, accordance with local ordinance. Should cal credit willbeappliedtoyourpermitfeeswhenthepermit is issued. ation is OWNER'S AFFIDAVIT: I certify that all of the forego gonstr ininform andaonnge andthat all work will be done in compliance with all applicable laws regulating Signature of Owner/ Agent Date Print OwnedAgent' s Name Signaturo of Notary - State of Florida We va Signature of Contractor/ Agent ak s o c. nc iun Gibbs Contractor/Agent's Name 9aA Print a Signature of No of Florida ate a" 13 wn to Me or Contractor/Agent is 9 Personally Known to Me or Owner/Agent is Personally ICno produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Electrical Mechanical Plumbing[] Gas[] El Permits Required: Building Flood Zone: Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [I# of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: January 1, 2018 AT CITY OF SANFORD TIRE DEPARTMEt\T, Building & Fire Prevention Division: PERMIT APPLICATION Application No: i? I25J - Documented Construction Value: $ 4,344.00 Job Address: 3842 Loon Ln, Sanford, FL 32773 Historic District: Yes No Parcel ID:17-20-31-502-0000-1030 Residential Commercial Type of Work: New 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 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? : Contractor Information Phone: 407-886-3729 Fax: 407-781-1643 State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10S 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 I, 2018 Pcrrnit Application Ir NOTICE: In addition to the requirements of this permit, there may he 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 nolify 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 O mer/Agent Date Print Owner/Agent's Nome Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID t SipaturcorContmct AgentDat Print Contractor/Agent's Namc into Si ature of Notary -State of Florida ate of eT Notary Public State of Flodda Jesslca Kline wolf Explr 2/ 92 20 Commission GG 056367 Cont in 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: 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: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application s WORK ORDER Job #: 34656 Date: 1/25/2018 145950 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 103 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3842 Loon Ln Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Model/Bldg: 1769 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: A/H-1 or Furnace FB4CNP030L00 Job Phone: Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03O00G 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 Eff iciency Efficient EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y81 SOA1017 Qty 1 Builder calls inspection: yes Zone Kit #1 ZD1 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. 12 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air CI. 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 BFQF7O X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rou hin 2,137.00 21.33 319.9504-Installation Labor 06-Piping Labor 6.38 108.38 Trim 2,137.00 14-Kitchen Vent Trim 1,048.8702-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 09-Permit/Other 80.00 1 1.17 14.77011-Delivery Labor 20-Pull Material Labor 2.34 29.55 Total Contract: 4,344.00 2.50 42.50112-Startup Labor 5P-4- 16_tm, l7_51 t v O zm 1 G oL c 'v O N Oa Wp W v— M 000 z v vvyc DO a Survey Note: NO SOD AT TIME OF SURVEY. O N 1y W a U n Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 103 PB 81, PG 93) OTRACT A N89043'03 "E SIR NOR7H BOUNDARY OF LOT ioi w LOT 103 AREA = 6,900 S.F. r-------------- 11.0, PAD 13.7 n COVEREDPATIO F.; 0 11.6 h i 1 STORY RESIDENCE CO 3842 LOON LANE LOT 104 ^ ram^ FFE= 27.18 V 0 ATT BO O SIR 7 0 ui W 4.7 20.0 in o CONC WALK 1O 13.3T__4_ CO Ex 00uNiw 10' UTILITY EASEMENT 0 S g ",Vv O LOT 102 O J w 60.00S89043 03W SIR y. 7.L- CONC SIDEWALK o p to N o LOON LANE coNc cuRe 0 PCP — N — 50' RIGHT—OF—WAY— — 162. 50' (PRIVATE ROAD) PCP CENTER S 89 43'03" W 291.64' U LINE r --. ` 4.' `" LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB -Licensed usiness BFP- Backflow Preventer h PtDistance Easement Survey eSirmanent Ref. Monument PRMR - Reported PCP -Permanent Control Point JSJD -Description FP&L -Florida Power do Light P - Plat FFE -Finish Floor Elevation D. B. -Deed Book M -Water Meter O. R. -Official Records Book N -Water Valve P. B. -Plat Book Cf-Fire Hydrant Pg. - Page RC® -Reclaimed Water Meter Elev. - Elevation RCM -Reclaimed Water Valve Cone. - Concrete Cable Box BP - Brick Paver M -Telephone Box SW - Sidewalk m -Electric Box FFE - Finished Floor Elevation O-Utility Pole CI - Curb Inlet Guy Pole GTI - Grate Top Inlet Light Pole P. U.E.-Public Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS- No Corner Set (Falls in Water) m-Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E. -Droinage/Utility Easement COO -Clean Out FMGD - MAG NAIL do DISK CVD4-Irrigation Control Valve P. K. -Parker Kolon Nail 1. -Sign SIR - Set 1 /2' Iron Rod LB7768 wDG-Gate Water Valve SPKD - Set P.K. do Disk L87768 f Gas Meter FIR - Found 1/2" Iron Rod LB7768 Existing Grade FIP - Found 1 /2" Iron Pipe LB7768 CI -Blow-off Valve FPKD- found P.K. Nail do Disk LB7768 -_-Drainage Flow Direction FCM - found 4'x4" Concrete Proposed Design Grade Monument PRM LB7778 10.2 -As-Built/Existinq Grad Note: Some items in above leaen may not be coo Coble Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM of 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' = 20'. 7. All boundary line dimensions are field measured unless otherwise noted. 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 x" DESCRIPTION: LOT 103, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 10 18 18- 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17 Florida Administrative Licensed Business No. LB 7768 code, pursuant to Sect' orida Statutes. / GeoPoint Surveying, Inc. es D. LALS6915 Drawn: RCA Checked: JDL P.C.: Data File:11rismEast-Plat L SURVEYOR do MAPPER N0. S ORIDAPROFESSIONALNOTVAL1D WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 10/22/18Dwg:lbissmEad-LM103 Order No.: ED SEAL OF A FLORIDA LICENSED SURVEY -OR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: r--