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3920 Loon Ln 18-1157; NSFHt=q CITY OF SANFORD VIA PERMIT BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S-7 Documented Construction Value: S } Z&3 1 52 ° c Job Address: 39x,0. Historic District: Yes No Parcel ID: 17-20-31-502-0000- O N i o Wyndham Preserve Lot 91 Residential ® Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 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 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect/Eng I neer Information Name: Mulhem & Kulp Phone: 215-046-8001 Street: 20 South Maple Street, Suite 150 Fax: 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: June 30, 2015 1`3 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent 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 Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of No to a NOTARY PUBLIC STATE OF FLORIDA rommtY GG113111 jticf t e Expires 6/21/2021 Contractor/Agent is /Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ff Electrical o Mechanical ff PlumbingEl Gas[] Roof Construction Type:_ S16 Occupancy Use: 2.3 Flood Zone: V --"i CE ATTWCHEI Total Sq Ft of Bldg: Z&A62— Min. Occupancy Load: 13 # of Stories: k New Construction: Electric - # of Amps 1<0 Plumbing - # of Fixtures 1 < Fire Sprinkler Permit: Yes Noe # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: "TL 3 -1q -1& FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 3b.9 01. ;Mt, 182'7 FVre-Ply- V, CTU Fire Alarm Permit: Yes No b /WASTE WATER: BUILDING: !r;g 1 Revised: June 30, 2015 Permit Application TMS INSTRUMENT PREPARED By >rlmY Lott.tName: Starlight Homes Florida, LLC J Address: 1064 Greenwood Blvd Suite 124 Lake Maly-FL32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole 1111111111111111111111111111111111111111 GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9085 P9 1599 (iPys) CLERK'S A 2018025035 RECORDED 03/05/2018 03:05:38 PM RECORDING FEES $10.00 RECORDED BY hdevol•e Permit Number: Parcel ID Number: 17-20-31-502-0000- O 91 D 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 available) Wyndham Preserve. PB 81 Pgs 53-102. Lot 91 Address: 39910 L_c>or-% Lssr--,e., Sc%rN;j A GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name. Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Sufte 200, Roswell, GA 30076 Foe Simple Title Holder (if other than owner) Name. NA Address: CONTRACTOR: Name' Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons 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 Lienors 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 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pens perjury, I declare that I have read the foregoing and that the facts stated In It are true to t my, wledge and belief. to 7 owners-monsture • Owners Prinled Name Flodde Statute 713.13(ij(g). -The owner must s10 the notke of commencoment and no one else maybe pemd@ed to sign In his or bar stead' State ofmpl—County of df - The foro'goinp instrument woucknowledged before me this day of by fft Qd - Yl C Who Is personalty known to me None of person making statement OR who has produced Idenoncatlon type of Identification produced: Shayne Mengel ONOTARY PUBLIC STATE OF FLORIDI Comm# GG1f3111 WE Expires 6/21/2021 BY . i r, REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES —DETACHED Permit # Address: BUILDING PERMIT MinMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation i IN 1000 Final Single Family Residence REVISED: June 2014 x rr;ecr_ `.,-f.kiy •bir]R .1'rir. Y: :: '1" :W=. -r ;tq ""••: •:f.=},.: v.-;,-. ^k`.'. Cia tELECRICAtL.PE :. _ •; ;'.: ;.; rt' " : e•,;Y.,, .. .i 'I'4':..Li}I;t;'?' 11 Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough I 1000 Electric Final I i i y"br.yt .r¢.•,t ya --im .r s n T•. c.,.- } T-+a.--....37i" _ .te;:i:; M.. f.n' r'i S< •. r,r.. t IECIi' Ntic,iLF`PF1R lvtrr" ' '''.` i. ,:,v} ti...... -V,.., l -. _.i:— t_5:.:_._'•:'N'_.u..i..--1s+n'}', t: ?+i:'. 111:1111s;1oll! 11 11 J l 1al• Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final y"br.yt .r¢.•,t ya --im .r s n T•. c.,.- } T-+a.--....37i" _ .te;:i:; M.. f.n' r'i S< •. r,r.. t IECIi' Ntic,iLF`PF1R lvtrr" ' '''.` i. ,:,v} ti...... -V,.., l -. _.i:— t_5:.:_._'•:'N'_.u..i..--1s+n'}', t: ?+i:'. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i 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: 3920Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0910 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1157 Reviewed by: Michael Cash, CFM Date: March 19, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & i$tnmtiLandscaping in Right-of-Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over -100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the ae,r.n,rsbelow. size and location of the existing right -of --way and use shall be provided or application could be delayed. Callbetereyoudi% 1. Project Location/Address: 39 ao Lob 1 LoLn e-. gf1 e,s{ r 'l.- b%N7 7 3 2. Proposed Activity: © Driveway rX_J Walkway Other. 3. Schedule of Work. Start Date Completion Date 0 Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application osmitted by. Ply Signature: Print Name:. (-V-\1Ck,0te_[ Kr--r-kC- Address: 1064 Gree?(Wood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-047-0700 Email: sheyne.mangel®sWligh'h—*s.00m Date: 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/mprovement 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 pennitted 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 have ad and nderstan the bove statement and Signature: by signing this application I agree to its terms. Date: a' Cke-1 % This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 -19 `Z61 8 - Date: rvavemaer cvia ROW Use Dr1veway.pd1 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a.. o1Uc - 1 4 Project Name: v.nT trbr n YtSaYJCr Project Address: s3 1d -1Z %__4pr1 V Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. inZowne'r/Tenant Ower/Tenant Signa r JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Printm of Gen. Contractorze Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) Oft &51ev-brok Print Name of El. Contractor ignature of El. Contractor Ej'aod30% EI. Contractor License # o Florida Power and Light on / LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a - al.o - i a 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): Ga' The specific permit and application for work located at: 3124) L,601, l..tr,. ,4r4ord V -L- _ Street Addiess) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The folegoing instrument was acknowledged before me this jaday ofIrAr( ar l 200, by Robert Willett who is o personally known to me or o who has produced as identification and who did (did not) take an oath. Notary Seal) Shayne Manges NOTARY PUBLIC o=STATE OF FLORIDA Comm# GG113111 VCE ISIS Expires 6/21/2021 Rev. 08.12) IAS 0 I xl pe- CY'CZrQ—1 Print or a name Notary Public - State of Commission No. My Commission Expires: r FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 91 - 1827 UL Builder Name: Starlight Homes Street: 3920 Loon Ave Permit Office: Seminole County BU/Z'0' City, State, Zip: Sanford , FL, 32773 Permit Number: Q _ Owner. ,-}yy, Jurisdiction: v 1 0% Design Location: FL. Sanfor County:: Seminole (Florida Climate Zone 2) V% 9q 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent c. N/A R=13.0 217.00 ft' R= fta 4. Number of Bedrooms 4 d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned floor area above grade (ft') 1909 b. N/A R= ft' Conditioned floor area below grade (ft') 0 R 0 11 Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 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 Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1909.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstal Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.45 PASSTotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and THE SrATFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis OF p Code. calculation indicates compliance C2 with the Florida Energy Code. n,,,, '•••:' °:`:€i• °.•3;, O PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener ode. 010 WE V. OWNER /AGEN . BUILDING OFFICIAL: DATE: 0 DATE: ' t 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 Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNETIICC 380, is not greater than 0.030 Gin for whole house. 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM A405-2017 1/17/2018 2:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 91 - 1827 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 91 Wyndham 3920 Loon Ave Seminole Sanford , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Healing 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 Blockt 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Hip Composition shingles 2135 ft2 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1909 R' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft' 0.1 Wood 1/17/2018 2:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-20.17 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Space Cavity Width F1 In 9:1 Height In Aran Sheathing Framing Solar Below PA/ahlP FrArfinn Ahsor 0 1 S Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 5 W Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In F1 In 1 S Wood Main None 39 3 7 21 ft' 2 S Wood Main None 39 2 8 7 18.7 ft' 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 S 1 Vinyl Low -E Double Yes 0.34 0.26 N 30.011' 1 ft 0 in 1 ft 0 in None None 2 W 2 Vinyl Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 3 ft 8 in None None 3 W 2 Vinyl Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 6 in None None 4 N 3 Vinyl Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 5 E 4 4nyl Low -E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 1 ft 0 in None None 6 E 4 Vinyl Low -E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft' 64 It 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .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 0.7 1 sys#1 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ry: DUCTS V Supply --- Return — Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin jj jj Jan HeatinIX] Jan j ]] Feb [[ ]]Mar X] Feb [X] Mar] A r Apr May jXj Jun Xj Jul n Au May [ i Jun 4 ) Jul Aug X] Se Sep j j Oct [ j Nov Oct [X] Nov j ] Dec X) Dec Venting[)Jan i Feb [Xi Mar A r [ t May (i Jun [ i Jul Au i Se X] Oct [Xi 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 Healing (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heal Pum 1 - Central Unit 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-1017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3920 Loon Ave, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned floor area (ft') 1909 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.34 120.00 ft' 11. Ducts a. Sup: Attic. Ret: Main, AH: Main R ft' 6 381.8 SHGC: SHGC=0.26 b. U -Factor. Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsa. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: a- " D Win•,,_ A__ Date: Address of New Home: q d,.. City/FL Zip: Lf t- Ot THE STq Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 2:21 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Street: City, State, Zip: Owner: Design Location: TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Lot 91 - 1827 UL 3920 Loon Ave Sanford, FL, 32773 FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the aibarrriier. 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 lop side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. 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 oiMna and wirina- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire-sofinklgr cover plates and walls or cefflnos- a. in addition, inspection or iog walls shall be in accordance with the provisions of ICC400. 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 91 - 1827 UL Builder Name: Starlight Homes Street: 3920 Loon Ave Permit Office: Seminole County City, Stale, Zip: Sanford. FL . 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data 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 rale of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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)(1), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: yo4T14E - r 7% 1/17/2018 2:21 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form -R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rale of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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)(1), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: yo4T14E - r 7% 1/17/2018 2:21 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method Project Name: Street: City, State. Zip: Design Location: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Lot 91 - 1827 UL 3920 Loon Ave Sanford. FL , 32773 FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakaae 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 1909 House Duct System Total Conditioned Floor Area) Leakage On,out)` 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 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 00HE ST,91 0.{ 1 ar l t rC 1/17/2018 2:21 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 r Project Summa Job: Starlight -Wyndham Preset.. wrightsoft Project Dane: 4/18/2017 Entire House By. Energy Air, Inc Plan: 1827 U 5401 Energy Air. CL Orlando. FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: www.energyairoom For. Lot 91-1827 UL, Starlight Homes 3920 Loon Ln, Sanford, FI 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15199 Btuh Structure 16292 Btuh Ducts 2027 Btuh Duds 3646 Btuh Central vent (62 dm) 1621 Btuh Central vent (62 dm) 1199 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18847 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Infiltration Equipment sensible load 21137 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 2027 Btuh Ducts Central vent (62 dm) 1840 Btuh Heating Cooing Outside air Area (ft) 1910 1910 Equipment latent load 4443 Btuh Volume (ft') 17760 17760 Air changes/hour 0.26 0.14 Equipment Total Load Sen+Lat) 25581 Btuh Equiv. AVF (dm) 77 41 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR 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 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 dm Actual airflow 899 ctrm Air flow factor 0.052 ctrrlBtuh Air flow factor 0.045 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =17616 13tuh,100 AFUE AokYrtalie values have been manuallyoverrfdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018 -Jan -1714:19:34!-, wrighttsoft' Right -Suite Llnhersal20l7l7.0.28RSU17013 Pagels .- SpecifidWj ndham Preservetot 91-1827 UL rup Calc = M1B Front Door faces: W i Manual S Compliance Deport wrightsoft• Entire House Energy Air, Inc 5401 Energy Mr, Cl. Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner@energyairoom Web: www energyaircom For. Lot 91 -1827 UL, Starlight Homes 3920 Loon Ln, Sanford, FI 32773 Design Conditions Job: starlight -Wyndham Prese... Date: 411812017 W. Plan: 1827 U Outdoor design DB: 92.6°F Sensible gain: 21137 Btuh Entering coil DB: 77.9°F Outdoor design WB: 75.9°F Latent gain: 4443 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 25581 Btuh Indoor RH: 50% Estimated airflow. 899 cfn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 dm Sensible capacity: 20104 Btuh 95% of load Latent capacity: 6015 Btuh 135% of load Total capacity: 26119 Btuh 102% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18847 Btuh Entering coil DB: 65.9°F Indoor design DB: 68.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14 B0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 152% of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 ctm Output capacity: 5.2 kW 93% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. c 2018 -Jan -1714:1935 wrightsoft• Right-Suite®Unhersal201717.028RSU17013 S Page 1 pedfidWyndham Preservelot 91- 1827 UL.rup Calc =NUB Front Door faces: W Duct System Summary Job. Starlight -Wyndham Prese... wrightsofte Date: 4118/2017 Entire House By: Energy Air, Inc Plan: 1827 U 5401 Energy Air, CL Orlando, FL 32810 Phone, 407-886.3729 Email: GRenner@energyairoom Web: www.energyaircom For. Lot 91-1827 UL, Starlight Homes 3920 Loon Ln, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.168 in/100ft 899 cfm 167 Supply Branch Detail Table Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.168 in/100ft 899 cfm Name Design Btuh) Htg ctm) Clg dm) Design FR Diam in) H x W in) Dud Mab Actual Ln (ft) 1 Ftg.Egv Ln (ft) Trunk Bae h 632 33 18 0.377 4.0 Ox 0 VIFx 4.3 70.0 PeakAVF Bede h 1257 66 45 0.349 5.0 Ox 0 VIFx 5.2 75.0 315 Bed3 h 3624 189 156 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1462 76 51 0.177 6.0 Ox 0 VIFx 28.5 130.0 s12 FamlDinll(ft c 2093 64 94 0.174 6.0 Ox 0 VIFx 35.5 125.0 stl FamUnlKit-A c 2093 64 94 0.190 6.0 Ox 0 VIFx 22.2 125.0 stl FanMrV il-B c 2093 64 94 0.182 6.0 Ox 0 VIFx 29.0 125.0 stl Famawit-C c 2093 64 94 0.178 6.0 Ox 0 VIFx 32.4 125.0 SO Foyer h 761 40 36 0.376 4.0 Ox 0 VIFx 4.5 70.0 Mee h 905 47 27 0.175 4.0 Ox 0 VIFx 29.8 130.0 St2 Med h 2781 145 125 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 WC h 552 29 17 0.177 4.0 Ox 0 VIFx 28.3 130.0 S12 Indy c 1043 18 47 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Supply Trunk Detail Table Soldlulic values have been manualyoverrfd*n wrightsoft• Right -Suit OLIniversal201717.0.28RSU17013 SpedfidW ndham Preser4et0191-1827 UL.rup Calc = Nt18 Front Door faces W 2018•Jan-1714.19:35 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type ctm) ctm) FR fpm) in) in) Material Trunk SO PeakAVF 256 377 0.174 692 10.0 0 x 0 VinlFlx st2 PeakAVF 315 267 0.168 578 10.0 0 x 0 VinlFlx Soldlulic values have been manualyoverrfd*n wrightsoft• Right -Suit OLIniversal201717.0.28RSU17013 SpedfidW ndham Preser4et0191-1827 UL.rup Calc = Nt18 Front Door faces W 2018•Jan-1714.19:35 Page 1 Name Grille Size (in) Htg dm) Clg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mal Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrightSOW Right-Suke®Universal201717.028RSU17013 AC -CA ... SpecificlWyndham Preservelot 91- 1827 UL rup Calc = MJB Front Door faces: W 2018 -Jan -1714:19:35 Page 2 C Level 1 Job #: Starlight - Wyndham Preserve Performed for: Lot 91 -1827 UL 3920 Loon Ln Sanford, Fl 32773 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407.886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page 1 Right -S te® UnKersal 2017 17.028 RSU17013 2018 -Jan -1714:19:42 am Preser%eV..ot 91-1827 ULruP VTR VTR 1-1/2" VTR Jll I N I I Il I I I I i I I I STUDORI I I I I I I I I KS I I I I I I we y I SH I o o I oI3" of LAV I 3„ I I wC 2" LAV 2" I 3' I Tus J 301 wM a a C/O V PLAN 1827 PLUMBING RISER DIAGRAM C PCP n z ti O a, a0CX v zXa0Z OCXa C, Lr) OD N U WH WZ U = PCP 1NYNDHAM PRESERVE - LOT 91 PLOT PLAN DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior 3P 18-115-7 ZONINF 9Lf,.QDATE_"1t_ Ok to construct single family home with setbacks and impervious area shown on plan. 3$ . Ot l* Zev p, laZ'7 F -%re -014 - U , CzL BFP-Backflow Preventer i I LOT 92 IV89'43'03 "E 128.61 ' m R -Reported PCP -Permanent Control Point w N P -Plat II Water Meter v N -Water Valve P.B. -Plot Book v a RC® -Reclaimed Water Meter 00, t"I 7 v a was ED -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation v aj CI -Curb InletGuy Pole 5.3 PAD m V 0. PVC -Polyvinyl Chloride Storm Sewer Manhole Ov al O i in SF -Square FeetSquare 63.5 D.U.E. Easement COO -Clean Out FMGD -MAG NAIL & ISK v m P.K.-Porker Kolon Nail om SIR -Set 1/2' Iron Rod LB7768 WD4-Gote Water Valve LOT 91 IR Gas MeterTfFill -Found 1/2* Iron Rod L87768 w O I. • .• . •. ' a Monument PRM LB7778 10 J-As-Built/Existing) GradeNote: Some items in above leaena may not be ane ienble 10 AREA = C PCP n z ti O a, a0CX v zXa0Z OCXa C, Lr) OD N U WH WZ U = PCP 1NYNDHAM PRESERVE - LOT 91 PLOT PLAN DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior 3P 18-115-7 ZONINF 9Lf,.QDATE_"1t_ Ok to construct single family home with setbacks and impervious area shown on plan. 3$ . Ot l* Zev p, laZ'7 F -%re -014 - U , CzL 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 users sole risk. r""' "r"' "'G"` ILEGEND:ADUSSD-Access Dmina a Utilities SidewalkLB -Licensed usmess / 9 / / ' BFP-Backflow Preventer i I LOT 92 IV89'43'03 "E 128.61 ' PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-FTondo Power & Light P -Plat FFE-Finish Floor Elevation 1J Water Meter 24 N -Water Valve P.B. -Plot Book Cr -Fire Hydrant RC® -Reclaimed Water Meter Elev.-Elevation RC04-Reclaimed Water Valve 7 10 -Cable Box BP -Brick Paver ED -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation I CI -Curb InletGuy Pole 5.3 PAD Guy Anchor OU --Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Fells in Water) O-Sonitary Sewer Manhole SF -Square FeetSquare 63.5 D.U.E. Easement COO -Clean Out FMGD -MAG NAIL & ISK XV1>4-Irrigation Control Valve P.K.-Porker Kolon Nail I'. a SIR -Set 1/2' Iron Rod LB7768 WD4-Gote Water Valve LOT 91 IR Gas MeterTfFill -Found 1/2* Iron Rod L87768 O I. • .• . •. ' 10.0 Proposed Design Grade Monument PRM LB7778 10 J-As-Built/Existing) GradeNote: Some items in above leaena may not be ane ienble 10 AREA = O PROPOSED • :p> R o PROPOSED 7,974 S.F. ±; DRIVEWAY • O N 1 STORY RESIDENCE d,%: , a • : 3920 LOON LANE to.0 5. 17.3 827 FIREFLY o ; PATIO c z I e', ; PORCH , ELEVATION - U I PROPOSED 12.3 GARAGE - LEFT 10.0 I m a ICONC WALK n N ls] O V—) I FFE= 25.1 Ov a0 1-9 1 d 58.5 39.8' J I 22 i 128.61 ' S89'431031W 239II I LOT 90 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 users sole risk. r""' "r"' "'G"` ILEGEND:ADUSSD-Access Dmina a Utilities SidewalkLB -Licensed usmess / 9 / / ' BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-FTondo Power & Light P -Plat FFE-Finish Floor Elevation D.. -Deed Book Water Meter O.R.-Official Records Book N -Water Valve P.B. -Plot Book Cr -Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev.-Elevation RC04-Reclaimed Water Valve Conc.-Concrete 10 -Cable Box BP -Brick Paver ED -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation O -Utility Pole CI -Curb InletGuy Pole GTI -Grote Top Inlet YI-Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Fells in Water) O-Sonitary Sewer Manhole SF -Square FeetSquare VVHo -Electric Hondhole D.U.E. Easement COO -Clean Out FMGD -MAG NAIL & ISK XV1>4-Irrigation Control Valve P.K.-Porker Kolon Nail p -Sign SIR -Set 1/2' Iron Rod LB7768 WD4-Gote Water Valve SPKD-Set P.K. & Disk LB7768 IR Gas MeterTfFill -Found 1/2* Iron Rod L87768 r Existing Grade FlP-Found 1/2' Iron Pipe LB7768 CI -Blow -off Valve FPKD-Found P.K. Nail &Disk LB7768 -ah.-Drainage now Direction FCM-Found 4'x4' Concrete 10.0 Proposed Design Grade Monument PRM LB7778 10 J-As-Built/Existing) GradeNote: Some items in above leaena may not be ane ienble P.C. I Order LOT AREA CALCULATIONS LOT = 7,974 SQ.FT. LIVING AREA= 1,909 SQ.FT. GARAGE = 405 SQ.FT. ENTRY = 70 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 38.9 SOD = 4,872 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD = 258 SQ.FT. TOTAL AREA AREA= 9,524 SOW.— DRIVEWAY DRIVEWAY = 646 SQ.FT. SIDEWALK = 387 SQ.FT. SOD = 5,130 SQ.FT. 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 pion. 2. Roods, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon ore in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & 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) WEL F o a9 NILY OrPermitting Ol'IILiO oo LORA es D. 1-6ine RIDA PROFESSIONAL SURi/EYOR &MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' WYNDHAM PRESERVE LOT 91 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Flood Zone Y DESCRIPTION: LOT 91, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: JE I Checked: JR I P.C.: Data Rle:8rI33onEost-Pkd Date: 01 /20/18 Dwg: &bsonEmt-1o0i Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: RECORD COPY pom PALMER ELECTRIC SI'".,es 182 LOAD LATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (411 VALUE TOTAL ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 1.50 5.40 KVA 2 TON LAUNDRY CIRCUIT 1.50 1.50 3 TON I DRYER CIRCUIT 5.00 4 TON KVA 0 STACK WASHER/DRYER 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 7.00 KVA 0.67 7.67 KVA 2 KVA KVA 0 WATER HEATER (2) 3 KVA 1 4 KVA J\ p1NG 1.20 KVA 5 KVA O 0.80 0.80 TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 501- 2 13.07 KVA TOTAL LOAD FOR COMPRESOR C 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER Q 65% DfPA C 4.99 KVA TOTAL HVAC DEMAND LOAD 12.00 10.39 KVA IL GENERAL LOADS (NEC 2014- 220.82MM- (411 LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 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) e 4.50 4.50 KVA 0 WATER HEATER (2) 71 4.50 1 Q DISHWASHER 11 1 p 1.20 1.20 KVA I DISPOSAL(1) tf 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA IST 10 KVA (GENERAL LOADS) Q 100% 10.00 KVA REMAINDER (GENERAL LOADS) Q 40% 10.49 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(8)1 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)l 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 1;50 Amp Electrical..Diagram 150; AM. V,, Main L Typical 150 Amp Interior Panel 18- 1157 0J,, IDING SANFpFtD OFPAR(l3` 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek ® RECORD COPY RE: W P0091 - W P0091 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0091 Model: 1827 Tampa, FL 33610-4115 Lot/Block: 91 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date 1 1 T13030976 1 A01 1/23/18 12 1 T130309771 A02 11/23/18 13 I T13030978 I A03 11/23/18 14 I T13030979 I A04 11/23/18 1 15 I T1303098O I A05 11/23/18 1 6 IT13030981IA06 1/23/18 17 IT13030982IA07 1/23/18 8 IT13030983IA08 1/23/18 19 1 T13030984 1 A09 11/23/18 I 110 I T13030985 I A10 1 1/23/18_J 111 I T130309861 B01 11/23/18 1 112 1 T130309871 B02 11/23/18 1 113 1 T130309881 CJ 11/23/18 1 114 1 T130309891 CJ3 11/23/18 1 115 I T130309901 CJ5 11/23/18 16 IT13030991JEJ7 1/23/18 117 1 T13030992 1 HJ7 1 1/23/18 18- 157 X01-MVc SANFORD O AgRTN` The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 0S 11 / No 39 0 • IX Z ST F '•W 111111 Thomas A. Out PE No.39380 MITek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: January 23,2018 Albani, Thomas l of l auiraersrirstoource. Tampa, riam,ity,rrunuaoouvo o.,—o..F , ,, ,.,,, ..,,,..,..,..oma ,,, . ,,.o,.o..— — — . -11 . ID:rbOYL3Jo1CV1U1FgSJd63xypdA?•MPOZNOAyC21DuHFOPm?KhkVNe133go7 uatkJWzs7rd 1.0-0 4.2.6 1 7.0.0 + 13-3.14 19.6 0 1 25.8.2 32 .0.0 I 34.9.10 39.0.0 80.010.0 4.2-6 2.9.10 6.3.14 6.2.2 6.2-2 6 3.14 2.8.10 4.2.6 0.0 Scale = 1:66.8 2x4 11 5.00 F12 5x6 = 3X8 = 3x6 = 3x8 = 4 20 21 5 22 23 6 7 24 25 26 8 27 28 5x6 = 9 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 IS 14 37 38 13 4x6 54 = 6x8 = 2x4 11 5x8 = 2x4 11 6x8 = 5x8 = 14 LOADING (psi) Truss Truss Type I O yPlyA01 CSI. DEFL. in IJob TCLL 20.0 MiTek Plate Grip DOL 1.25 713030976 Vert(LL) -0.49 16 >931 240 MT20 244/190 HIPGIRDER ' t2 Lumber DOL 0091 Reference (optional) auiraersrirstoource. Tampa, riam,ity,rrunuaoouvo o.,—o..F , ,, ,.,,, ..,,,..,..,..oma ,,, . ,,.o,.o..— — — . -11 . ID:rbOYL3Jo1CV1U1FgSJd63xypdA?•MPOZNOAyC21DuHFOPm?KhkVNe133go7 uatkJWzs7rd 1.0-0 4.2.6 1 7.0.0 + 13-3.14 19.6 0 1 25.8.2 32 .0.0 I 34.9.10 39.0.0 80.010.0 4.2-6 2.9.10 6.3.14 6.2.2 6.2-2 6 3.14 2.8.10 4.2.6 0.0 Scale = 1:66.8 2x4 11 5.00 F12 5x6 = 3X8 = 3x6 = 3x8 = 4 20 21 5 22 23 6 7 24 25 26 8 27 28 5x6 = 9 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 IS 14 37 38 13 4x6 54 = 6x8 = 2x4 11 5x8 = 2x4 11 6x8 = 5x8 = 14 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 MiTek Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.49 16 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(TL) -1.14 16 >405 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.20 11 We n/a BCDL 10.0 Code FBC2014/TP12007 Malrlx-SH Weight: 441 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=2942/0.8-0, 11=2941/0.8.0 Max HorZ 2=46(LC 12) Max Uplift 2=-983(LC 4), 11=-983(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5.7=-10532/3593, 7.8-10532/3593, 8-9=-6206/2124, 9.10-6618/2245, 10-11=-6636/2217 BOT CHORD 2-19=-1974/6017, 17-19=-3165/9503, 16-17=-3165/9503, 15-16=-3163/9496, 13-15=-3163/9496, 11.13-198216014 WEBS 3-19=-139/263.4-19-531/1999, 5-19=-3669/1256, 5-17=0/527, 5-16=-373/1169, 7-16=-683/426, 8-16-378/1177, 8.15-0/527, 8-13=-3664/1253, 9-13=-530/1996, 10.13=-140/264 NOTES- (10) 1) 2 -ply truss to be connected together with I Off (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) lace In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuli=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed lot a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed lot a five load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tali by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except QI=Ib) 2=983,11=983. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ceit 6634 ON Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNINO • Veft dodpn Pwwneloe and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 004,673 rov. IM300IS BEFORE USE De*p valid for use orgy with WOO connectors lrgs de*m S basad orgy upon parameters shown, and is for an trldlvkW building component not a nuss system. Befoie use, the blkfrlp designer must vedfy the applicablilty, of design parameters aril lxoperly Incorporate thb design Into the overall bSalrtg design. Bracing Indicated Is to pievent buclding of Individual in= web and/of chord members only. Addtional temporary and permanent backV MiTek K always required for stabllity and to prevent coltgxse wish possible personal troy and property damage. For general Guidance iWoFc2np the lab collon, storage. delivery. erection and bating of lenses and truss systems. seeANSI/TPI I QuatlN Criteria. DSB-89 and BCSI Building Component 6904 Porke East Blvd. Safety Information ovalloble horn truss Role Institute. 218 N. Lee Sheel. Suite 312, Alexorxdrta, VA 22314. Tompe. FL 33610 Job Truss Truss Type Ty Ply WP0091 MOW Is always recgbed for stability and to prevent collapse wllh possible personal Injury and property damage. For general grldance regarding the fabilcallm slaage, delivery, eiocllon and brachng of Irussos and truss systems. seeANSI/IPtl Quality Cdledo. DS6-89 and SCSI aulklIng Component 6904 Parke East Blvd safety Information available horn buss Plate Inslllute. 218 N. lee sheer. Sults 312. Alexarxslo. VA 22314. Tempo. FL 33610 713030976 WP0091 A01 HIP GIRDER 1 2 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 U.13u s zmp lb eul / MI I ek Inausliles, Ina. I Ue id" 23 i2; rO:OD ev la rayu c ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-gbxxakBayMu3VRgayTWZEy2Y09PIZFN77EdlsyzsTrc NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ib down and 203 lb up at 7-0-0,105 lb down and 107 Ib up at 9-0-12,105 Ib down and 107 Ib up at 11-0-12,105 Ib down and 107 Ib up at 13-0-12,105 Ib down and 107 Ib up at 15-0-12,105 lb down and 107 Ib up at 17-0-12,1051b down and 107 Ib up at 19-0-12.105 Ib down and 107 Ib up at 19.11.4, 105 Ib down and 107 Ib up at 21-11-4,105 Ib down and 107 Ib up at 23-11-4,105 lb down and 107 Ib up at 25-11-4, 105 Ib down and 107 Ib up at 27.11-4, and 105 Ib down and 107 Ib up at 29-11.4, and 203 Ib down and 2031b up at 32.0-0 on top chord, and 317 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11.0.12, 81 Ib down at 13-0.12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12,81 Ib down at 19.0.12, 81 Ib down at 19-11-4, 81 Ib down at 21-11-4, 81 Ib down at 23.11-4, 81 Ib down at 25-11-4, 81 Ib down at 27-11-4, and 81 Ib down at 29.11.4, and 317 Ib down and 109 Ib up at 31-11.4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (Ib) Van: 4=- 1 56(B) 6=- 1 05(B) 9=- 1 56(B) 19=-317(B) 5=- 1 05(B) 17=-58(B) 15= -58(B)8= -105(B)13= -317(B)20= -105(B)21= -105(B)22= -105(B)23= -105(B) 24= -105(B)25= -105(B)26= -105(B)27=-105(8)28=-105(8)29=-58(8)30= 58(B)31= -58(8)32= -58(8)33= -58(B)34= -58(8)35=-58(8)36=-58(8)37=-58(B) 38=-58(B) 0 WARNING - Verfly daalyn paramsras and READ NOTES ON THIS ANDWCLUOEO MITEK REFERANCE PAGE M11.7473 MV. 169Y1015 BEFORE USE. Design vaild for use only vAth MlleM connectors. This design Is based orgy upon puameters shown. and Is for an MMdrxA building component, nor a miss system. Before rue. the bdidling doslg of must verify the applicability of design parameters and p iopedy lncogwralo this design Into the overall b ulding design. Bracing Indicated Is to prevent txrclding of Individual Iruss web and/or chord members only. Additional temporary and permanent bracing MOW Is always recgbed for stability and to prevent collapse wllh possible personal Injury and property damage. For general grldance regarding the fabilcallm slaage, delivery, eiocllon and brachng of Irussos and truss systems. seeANSI/IPtl Quality Cdledo. DS6-89 and SCSI aulklIng Component 6904 Parke East Blvd safety Information available horn buss Plate Inslllute. 218 N. lee sheer. Sults 312. Alexarxslo. VA 22314. Tempo. FL 33610 WP0091 IA02 IHip I1 I 1 I 713030977 ders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16:55 2018 Page 1 ID:rbOYL3Jo 1 CV 1 UI FgSJd63xypdA?-gbxxakBayMu3V RgayT W ZEy2ak90W ZFB77Edlsyzs7rc 11.0.0 4.9.14 I 9.0 0 16.0.9 22.11.7 0 34-2.2 39.0.0 40.0-0 0 0 4.9.14 4.2.2 7-0.9 6-10-13 INS - Scale 4.2.2 4.9.14 1.0.0 5x6 = 5.00 FIT 3x8 = 34 = 20 II 5x8 = 1:67.2 3x6 = 17 16 15 14 13 12 axil = 34 = 3x8 MT20HS = 20 11 SKS = 4x6 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Tampa. FL 33610 Plate Grip DOL 1.25 TC 0.85 Veri(LL) 0.34 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Verl(TL) 0.84 14-15 >548 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(rL) 0.23 10 n1a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 6.8. 20 SP No. t BOT CHORD Rigid telling directly applied or 2.2.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 5.17 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0.8-0, 10=14900.8-0 Max Horz 2=58(LC 16) Max Uplift 2=411(LC 8). 10=411(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 3008/1786, 3-4=-2802/1628, 4.5. 2576/1566, 5.7=-3527/2115, 7-8=-3527/2115, 8-9=-2802/1628, 9-10=-3009/1787 BOT CHORD 2-17=-1 520/2707, 15-17=-1867/3526, 14.15=-1867/3526, 12.14=-1307/2555, 10-12=-1537/2708 WEBS 3-17=-181/253,4-17=-358f765, 5-17=-1170/634,5-15--0/261, 7-14=-397/344, 8-14=-643/1191, 8-12=-56/353, 9-12=-183/254 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at )olnt(s) except 61=1b) 2=411,10=411. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6631 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWG • verity dedgn parameters end READ NOTES ON THIS AND WCLUDED ABTEK REFERANCE PAGE M07473 rov. 1MMI S BEFORE USE Design wild for use only calm tAlek® connectors. Itis design Is Ixs d only upon p3rameters shown, and Is for on Individual buldbtg component. rat a friss system. Before rise. the blrUdblg doslgror intsl verity the apWlc("Ify of design Ixxametcrs and properly Incogwroto 9* design Into the o%;V1 building design. &achg Indicated Is to Ixevent b uclriing of Individual truss web aril/or chord mombeis only. Additional lemWory and permanent bracing MiTek Is always rectubed to; statAlly and to prevent cdlarne wllh possible paisoral b*sy and properly damogo For general guldolco rogaiding the labk Ilton storage. dollvery, erection and bracing of trusses and truss systems. seeANSI/IPI l Quality criteria, DSB-89 and SCSI Building Componenl 6904 Parke East Blvd. Safety Information available from buss Plate Inslllute. 218 N Lee Sireel. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 T13030978 W POO91 A03 Hip 1 1 Job Reference (optional) Builders FlrsiSource, Tampa, Plant Cly, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc Tue Jan 23 12:16:57 2018 Page 1 ID:rbOYL3Jol CV1 U1 FgSJd63xypdA?-n_3r?ODgUz8nll_y4uY1JN7zry5H19JOaY60wrzsTra n1.0.0 5 9.14 i 11.0.0 16.8.0 F 22.4.0 I 28.0 .0 + 33.2.2 I 39.0.0 40.0.0 00 5914 52.2 5&0 5.6.0 5.8.0 52.2 5.9.14 rY0 r•.MR-7 Sx6 =_ 3x4 = 3x6 3x4 = 5x6 = 4 5 6 7 a Scale a 1:66.9 5x6 WB= 3x8 = 3x4 = 3x8 = 5x6 WB= LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.32 2-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Ver(TL) -0.88 2.16 >521 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz( L) 0.20 10 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 190 lb FT = 200% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7.13 oc purlins. BOT CHORD 20 SP No.t 'Except' BOT CHORD Rigid telling directly applied or 4-9-4 oc bracing. 13-15. 2x4 SP No.2 WEBS 20 SP No.3 OTHERS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0.8.0, 10=1490/0.8.0 Max Horz 2=70(LC 12) Max Uplift 2=-391 (LC 8), 10=-391(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2982/1802, 3-4=-2659/1565, 4-5=-2422/1508, 5-7. 2926/1793, 7.8=-2422/1508, 8-9=-2659/1565,9-10=-2982/1802 BOT CHORD 2-16=-1531/2690, 14-16=-1509/2883, 12-14=-1511/2883, 10.12=-1544/2690 WEBS 3-16=-327/379,4-16=-353!735, 5-16---703/396,7-12=-7031396,8-12=-353r735, 9.12=-327/378 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. 11; Exp C; End., GCpl=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=391.10=391. 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.' Thomas A. Albani PE No.39360 MITsk USA, Inc. FL Cert 66U 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - VeAry dordpn peremeten and READ NOTES ON THIS AND wcLUOEO MrrEK REFERANCE PAGE M1F7477 mv, 180302015 BEFORE USE Design valid la use only vAlh WIek® connectors. This design Is based only upon paamelws stnown, and Is for on indNkAxi blldbng component, not a lits system. Before use, the building designer rntsl verity the aWicalally of design pxnanelem ural Ixoporly Incorporate Ihts design Into the overall t4Mdt ng design. backing Indicated Is to prevent buckling of Individual tons web and/ow chord members only. Additional temporary and permanent txocing WOW is always regtdrod fa sldbally and to prevent collar se wllh possible personal inkeY and Ixoperly damage. For general 9tWo nce regarding the fabrication storogo. delivery, erection and Ixaclng of tnmes and IRIS systoms, s[+eANSI/TPI I Quality Criteria, DSB-89 and SCSI Sullding Component 6904 Pouke East Blvd. Safety Information available nom truss Wale Institute. 218 N. Lee Sheet, Sulte 312, Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss TypeOty DEFL. Vert(LL) Vert(TL) HOrz(TL) Ply WP0091 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD 20 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 713030979 WP0091 A04 Hip 1 1 Max Harz 2=-81 (LC 13) Max Uplift 2=-371 (LC 8),8=-371 (LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Reference (optional) tsuiiaers 1-IfS1A0urce, I ampa, manl Lmy, i-iwioa JO000 O..0v a ovy P cv. i -.. nn n.vum..oa, n.... . ve van w ....v..+v cv.v I ID:rbOYL3Jo1 CV t U 1 FgSJd63xypdA?-FAd4DmDSFHGeMuZ9ec3Gsag6AMS?mjrapCrySH Scale = 1.67.2 5x8 - 2x4 II 5x6 = 4 5 6 3x6 = ... ... .., 12 .. .. . _ 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 30 = 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 FBC2014lrP12007 CSI, TC 0.77 BC 0.88 WB 0.30 Matrix -SH DEFL. Vert(LL) Vert(TL) HOrz(TL) In (loc) Udell Ud 0.29 10.12 >999 240 0.68 10.12 >676 180 0.17 8 rVa Na PLATES GRIP MT20 244/190 Weight: 184 lb FT = 209b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD 20 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 11-13:20 SP No.2 Safety Information ovalic"o from hus Plate InsilMe. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0.8-0, 8=1490/0-8-0 Max Harz 2=-81 (LC 13) Max Uplift 2=-371 (LC 8),8=-371 (LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4=-2720/1661, 4-5=-2545/1628, 5.6=.2545/1628,6-7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2 -14= -1501/2670,12 -14= -ll 1312206,10.12-111612206, 8-10=-1511/2670 WEBS 3.14=-328/389, 4-14. 263/537, 4-12=-220/581, 5.12=-399/339, 6-12=-220/581, 6.10=-263/537,7-10=-328/389 NOTES- (7) 1) Unbalanced fool 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; End., GCpi--O.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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, with BCDL = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0I=1b) 2=37118=371. 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." Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 66U 6904 Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verffy design peremogre end READ NOTES ON 7NIS AND INCLUDED AWTK REFERANCE PAGE NIP -7473 m. IMMIS BEFORE USE Design valid for use only with 14 106 conneclors. INs desIM Is based orgy upon pararneters shown, aid Is lot an WIv1UId buldbV component. not a frtis syslorn. Before use, the txdlding designer rntnt verity the al3NIcobally of design parameters and Ixopeily Incorporate this design Into the overall Ixgding design. Bracing Indicated Is to b Irling of Individual Inrs web and/or chord members only. Additional temporary and permanent bracing MiTek' Ixevenl Is always requlned for stability and to Ixevenl collapse with posllAe personal frtltay and property damage. For general puldance regarding the 6904 Parke East Blvd. falxlcatlon, storage, delivery, erection and blacfrlg of trusses and Inrss systems, seeANSI/iPI l Quality Criteria. DSB-89 and SCSI SutWlnp Component Tonpo. FL 33610SafetyInformationovalic"o from hus Plate InsilMe. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Pty Ply W120091 LUMBER- BRACING - 6904 Parke East Blvd TOP CHORD 20 SP No.2 TOP CHORD 713030980 WP0091 A05 Hip 1 1 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0,10--1490/0-8-0 JoD Reference o Uonal ounvers nrytAvult wl '..y, r,vnvu auavv r 14 14 ID:rbOYL3Jo1CV/U1FgSJd63xypdA?-INBS06E4ObOV 28LBJaVOoDFamIRV71I2sbV?IzsTrY 24-0.0 31-2.2 39.0.0 40-0- 5.00 FiT 5x6 - 2x4 11 5x6 = 6 7 Style = 1:68.3 34 = .., .., .. ._ 14- -- '- 3x6 = 30 = 3x6 = 3x8 = 3x6 = 3x4 = 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 FBC2014lrP12007 CSI. TC 0.92 BC 0.99 WB 0.50 Malrix-SH DEFL. Verl(LL) Vert(TL) Horz(TL) In (loc) Well Ud 0.32 14-16 >999 240 0.70 14-16 >658 180 0.17 10 Na We PLATES GRIP MT20 244/190 Weight: 189 Ib FT = 20% LUMBER- BRACING - 6904 Parke East Blvd TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. 13-15: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0,10--1490/0-8-0 Max Harz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1797,3-5=-2738/1724,5-6=-2184/1457,6.7_ 2184/1457,7-9=-2738/1724, 9-10=-2981/1797 BOT CHORD 2-16=-1514/2667, 14-16=-1012/2038, 12-14- 1014/2038, 10-12=-1524/2667 WEBS 3.16=-382/447, 5-16=-4031670, 5-14=-80/420, 6-14=-250/187, 7-14.80/420, 7-12=-4031670, 9-12=-383/447 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h--15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsl. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=369,10=369. 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.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Verrr7 desfpn Perarnefera and READ NOTES ON 7N1S AND INCLUDED M1fEK REFERANCE PAGE M/167473 rev. 1160 3WIS BEFORE USE. Design valkt for use only, vAlh 14 109 connectors Rtls design Is based only upon prnamefers shown. arxl Is for an IndlvIdual building component. nor g deslgnrn mmi verity the applicability of design pamolem and properly Incorporate this design Into the overall0busssystem. Before tw, Iho btildinax building design. Bracing Indicated Is to prevent bttcldnng of Individual IRM web and/or chord members only. Additional lemporory and peirnanent Ixacing WOW It always iequlrod far slotAlty and to prevent collapse wllh possBNo personal trnkay and Ixopedy damage. rot general guidance regarding the fabik:atbn. slorage. delivery. erection aril bracing of Inrssos and truss systems, seeANSI/TPI l Quality Criteria, DSB-89 and 8051 Building Component 6904 Parke East Blvd Safety Information avalkdlle nom buss Plate Institute. 218 N. lee Street. Supe 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type ply PlyWP Ven(LL) 0.2916.18 >999 240 MT20 244/190 BC 0.85 Verl(TL) 0.7512-14 >609 180 713030981 W P0091 A06 Hip 1 1 liob"Roe'larence Weight: 191 Ib FT = 20% BRACING - optional) Builders FirstSource, Tampa, Plant Cly, Florida 33566 d 8.130s ID:rbOYL3Jo 1 CV t U 1 I 5 00 Fl —2 5x8 = 3X8 11 5x8 = t 5 2017 M17ek Industries, Inc Tue Jan 23 12:17:00 2018 Page 1 163xvDdA?-BZIQeRFinuW McCiX115kx?ITzA7xEaOsHW K3XAzsTrX Scale = 1:68.1 3x6 , o „ ,o — 16 « , 3x6 -- 06 = 30 = LOADING (psi) 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 FBC2014/TP12007 LUMBER - TOP CHORD 20 SP No.2 'Except' 6.8: 2x6 SP M 26, 1.4,10.13: 2x4 SP No.l BOT CHORD 20 SP No.1 'Except' 15.17: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0, 12=1490/0.8.0 Max Horc 2=-104(LC 13) Max Uplift 2=-383(LC 12), 12=-383(LC 13) 34 = 3x4 = 4x6 = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.75 Ven(LL) 0.2916.18 >999 240 MT20 244/190 BC 0.85 Verl(TL) 0.7512-14 >609 180 Tempo. FL 33610 WB 0.49 Horz(7L) 0.17 12 rVa rVa Matrix -SH Weight: 191 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4- 10-0 oc bracing. WEBS 1 Row at micipt 5-16,9-16 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2935/1795,3-5=-2698/1712,5-6=-1919/1302, 6-7=-1749/1239,7-8=-1749/1239, B-9=-1919/1302,9-11=-2698/1712,11-12=-2935/1795 BOT CHORD 2-18=-150512637, 16-18=-1125/2166, 14-16=-1128/2166, 12-14_ 1515/2637 WEBS 3-18---356/404,5.18--.311/567, 5-16=-584/438,9-16=-584/438,9-14=-311/567, 11-14=-3561404,7-16=-529/899 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vt111=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 lit between the bottom chord and any other members, with BCDL = 10.Opsl. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=lb) 2=383,12=383. 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." 3 fd Thomas A. Albani PE No.39380 IMTak USA, Inc. FL Call 6634 8904 Park# East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vart/y doafyn pamniefan and READ NOTES ON TNIS AND INCLUDED NrrEK REFERANCE PAGE ND -7473 rov. 100MI S BEFORE USE. Design valid lot use only wllh Mllekl9 connectors. fils design Is based orgy upon patamelers shown. and is 101 an IndMtAxri Irulding component. nor a buss system. Before use, the LAAkkV designer must verily the applicabliy, of design parameters and property incorporate this design Into the overall br/ding design. Racing Indlcaled Is to brcalng of IrldMdrKJ inns web and/or chord members only. AdtABorxil temporary and permanent bioctrng MiTek' Prevent Is always tequfred for stability and to Ixevent collgbse with possible personal b*sy and property damage. For general guidance regaalng Bre 6904 Parke East Blvdfabricationstorage, delivery, erection and backing of trusses and friss systems. seeANSI/iPI I Quality Criteria, DSB-69 and SCSI BullOtng Component Tempo. FL 33610SafetyInformationavailablefromtrussRatetnstlMe. 218 N. lee Sheet. Sulle 312, Alexandria. VA 22314. Job Truss Truss Type Ply Ply[0091 in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 713030982 WP0091 A07 Hip 1 1 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.74 2-18 626 Reference (optional) UU110e16 FIr6150urCe, 1 ampa, Plant airy, Ftorla8 33566 0. rJU 5 Qtly t0 Zvi f mr 1 tlA II IVUDIIItlJ, Il d. , Ytl Va„ GJ - . .- -V. . ID:rbOYL3Jo 1 CV t U t FgSJd63xypdA7-tIJCrnGLYCeDDMHkJkdzTDIcBZTAzyUOVA4c3czsTr W 200.0 1-of1 e-o•e 13.4.4 Ism 19.6.0, 25-7•12 3011.8 39.00 ak N000 608 5-3•,+ 5-7•,2 5-7.12 5-3•++ 9.08 0.6.0 Scale = 1.67 9 3x6 11 3x6 = 3x6 = 5.00 12 678 4x6 = 3x8 = 30 = 3X4 = 06 = 2040 1065 19.00 19 2 26511 39-" 10.65 6517 UL6906 I 6571 10.65 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.26 16-18 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.74 2-18 626 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 12 Na We BCDL 10.0 Code FBC2014lrP12007 Matrix -SH LUMBER - TOP CHORD 2x4 SP No.2 *Except' 11-4,110-13:20 SP No 1 BOT CHORD 20 SP No.1 'Except' 6904 Parke East Blvd. 15-17: 20 SP No.2 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 189 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 4-9-9 oc bracing. WEBS 1 Row at midpt 5-16,9-16 REACTIONS. (lb/size) 2=149010-8-0,12=11490t0-8-0 Max Harz 2=-116(LC 17) Max Uplift 2= 396(LC 12), 12=-396(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2927/1809, 3-5=-2698/1733,5-6=-1894/1302, 6-7=-1692/1261, 7-8=-1692/1261, 8-9=-1894/1302,9-1 1=-2698/1733,11.12-2927/1809 BOT CHORD 2-18---1517/2628,16-18---1164/2188,14-16=-1 167/2188,12-14-1527/2628 WEBS 3-18=-330/377, 5.18=-287/551, 5.16=-690/546, 9-16=-690/546, 9-14=-287/551, 11-14=-330/377,7-16=-67511063 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=4.2pst, BCDL=3.Opsf,, h=1511; Cal. II; Exp C-, Encl., GCpl=0.18; MWFRS (envelope) and C -C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=396,12=396. 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.' 3- Thomas A. Albani PE No.39380 MITirk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 A WARNING - Verify dt Ogn paranterare end READ NOTES ON THIS AND INCLUDED M17Ex REFERANCE PAGE M07473 rev. I093R0f6 BEFORE USE. Deslan vdkl lot use only with Mliek® connectors. Irgs design Is based orgy upon parameters shown. and Is la an hdlvkkx>t t-AAdbng component nDl a buss system. Before use, the lxlldng designer must verify the appledrilfy of design lxvamelers and prolx7rly hcogxxate this design Into the overall lxdldbng design baeklg Indicated Is to prevent buckling of Individual truss web and/or chord members only. AddIllonal lemporrny and pemnanonl bracing MiTek' Is always regWred lot stabillly and to Ixevent collapse vAlh possible personal Injury and properly damage. For general gnJdance regarding the fabrication storage. delivery, erection and Macing of Inures and Inst systems. soeANSI/1PI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from buss Rale Instltule. 218 N. Leo Street, Suite 312. Alexandria. VA 22314. Tango. FL 33610 Job Truss Truss Type 0ty PlyW P0091 BRACING - Is dways rocitlred for slabUpry arta to pievenl collapse wllh possmle personal frlKry and pommy damage. For general guidance tegadng the fatrl0atlon. storage, delivery, erection and bracing of trusses and truss systems seeANsl/TPI l Quality Criteria, D$11-89 and SCSI Building Component TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 713030983 W P0091 A08 Common 13 1 13-15: 2x4 SP No.2 WEBS 20 SP No.3 Job Reference (optional) Builders FIrSISOUrCe, Tampa, Plant filly, Honda 33566 6. I'm s oep 10 cul r mr r ex mousnres, inc. r ue .ran ca ie;; r:w cv 10 rays ID:rbOYL3Jo1CV1U1FgSJd63xypdA7-b80zGTHb4puxTgR6091RZeNxPN9cRrOJzUZj6UzsTrU X1.0.0 8.0.15 13.4.5 19 6.0 25.7.11 i 30 11.1 i 39.0-0 40 N0• 9.0.15 33 6 6 1.11 6.1.11 5 3-6 8-0.15 40 5x6 = 5.0071-2 Scale - 1:65.7 4x6 = 3x8 = 3x4 = 3x4 = 4x6 = 1 Ig 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 FBC2014fTP12007 CSI. TC 0.87 BC 0.85 WB 0.88 Matrix -SH DEFL. Vert(LL) Veri( L) Horc(TL) In (loc) Well Ud PLATES GRIP 0.26 10-12 >999 240 MT20 244/190 0.74 10.12 >622 180 0.17 10 rda rt/a Weight: 190 lb FT = 20°b LUMBER- BRACING - Is dways rocitlred for slabUpry arta to pievenl collapse wllh possmle personal frlKry and pommy damage. For general guidance tegadng the fatrl0atlon. storage, delivery, erection and bracing of trusses and truss systems seeANsl/TPI l Quality Criteria, D$11-89 and SCSI Building Component TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1.4,8.11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9.6 oc bracing. BOT CHORD 20 SP No.l 'Except' WEBS 1 Row at midpt 7-14,5-14 13-15: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0,10--149010-8-0 Max Harz 2=-119(LC 13) Max Uplift 2- 399(LC 12), 10=-399(LC 13) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2941/1812, 3-5=-2697/1739, 5.6. 1892/1307, 6-7=-1892/1307, 7-9=-2697/1739, 9.10=-2941/1812 BOT CHORD 2-16=-1519/2625,14-16---117212191, 12-14=-1175/2191, 10-12=-1528/2625 WEBS 6-14=-69311080, 7-14=-699/559, 7-12=-285/549,9-12=-328(372,5-14=-699/559, 5-16=-285/549,3-16---328/372 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C -C Exierior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, Wlh BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0I=1b) 2=399,10=399. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parka Ent Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • VaOy daclpn poarratam and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A07473 rov. IDOW015 BEFORE USE. Design vdld for use only wllh Mllek9 conneclois. Inls design Is based only upon parameters shown, and Is for an InclMdual holding component. not a Inas system. Before ubse. the tllding designer must verity the applicabliry of design parameters and properly Incorporate this design Into the over,,, Irilding design. ®acing Indicated Is to prevent bridling of IndlvkAld truss web and/(x chord members orgy. AddBporx9 temporary and rotmanent bracing WOW Is dways rocitlred for slabUpry arta to pievenl collapse wllh possmle personal frlKry and pommy damage. For general guidance tegadng the fatrl0atlon. storage, delivery, erection and bracing of trusses and truss systems seeANsl/TPI l Quality Criteria, D$11-89 and SCSI Building Component 69M Parke East Blvd safety =motion ovdtalAe from truss Plate Inslltuto. 218 N. Lee Street. Sille 312. Alexandria. VA 22314. Tempa. FL 33610 WP0091 Common Ory T13030984 ders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries. Inc. Tue Jan 23 12:17:05 2018 Page 1 I D:rbOYL3J01 CV 1 U1 FgSJd63xypdA?-0165uVKTNkGW K7Ah6HC8AG?YKeH5eHwI1SnNlpzsTTR 1.0- 6.9.14 13 0-0 19.6.0 26.0.0 32.2.2 39.0.0 0.0- 0• 6-9 14 6.2-2 6.6 0 6.6.0 6.2.2 6.9.14 0 5x6 = 5.00 12 Scale = 1.65.7 2x4 II 3x6 = 6x8 = 3x4 = 20 11 30 = 3x6 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Veri(LL) 0.05 10.12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(rL) 0.14 10-12 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 n1a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -SH Weight: 203 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP NO -2 TOP CHORD Structural wood sheathing directly applied or 5.9.9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-15,7-15.5-15 REACTIONS. All bearings 0.8-0. Ib) - Max Horz 2=-119(LC 17) Max Uplift All uplift 1001b or less ai joints) except 2=-116(LC 12), 15= 429(LC 13), 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 Ib or less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10=583(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3. 402/186, 3-5= 130/447, 5-6=-160/594, 6-7=-161/595, 9-10=-819/453 BOT CHORD 2-18— 110/308, 16-18=-110/308, 15-16— 353/391, 12-14=-301/689, 10.12=-301/689 WEBS 6-15=-732/422,7-15=-772/587,7-14=•153/438,9-14=-6131467, 9-12=0/273, 5.15=-231N251, 5.16=-355/174, 3-16=-629/477,3-18--0/274 NOTES- (6) 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=3.0psf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 Ib uplift at joint 15,240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING • VaUy design panwWora and READ NOTES ON THIS ANOWCLUDED MrrEK REFERANCE PAGE AID -74173 rev. 140MIS BEFORE USE 1k-gIgI valkl for use only vAth Mtlek® con nectas. Bis design 6 tamed only upon parameters W omx and Is for on MlvkltlW binding component. roof a iiia system. Before use. the txNdlnp designer must verily the aWlc(A Oty of design Ixxameters aril properly Incorlorale this design eHo the overall Ixlldkng design. Bracing Indicated Is to prevent Welding of IndWuc4 Inas web and/or chord members only Additional lemporary and pennanenl pacing MiTek' Is always retµ/rod for sldlBlly and to prevent cotfarm wnh possa)le personal Injury and Ixoperty damage For general guidance regarding the fabrication. storage. dotivery. erection and txaclng of Inmos and In= systems, weANSI/TPI I Ouoaly Criteria. DS111-89 and BCSI aullding Component 6904 Parke Eost Blvd. Solely Information ovaaabfe from truss Rate i nstffute. 218 N. tee Skeet. Srlle 312, Alexandria. VA 22314. Tempa. FL 33610 Job Truss Truss Type ply Ply W POO91 TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 10.12 >976 240 713030985 W P0091 A10 GABLE 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 10 rVa We Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 12:17:08 2018 I' I D:rbOYL3Jol CV 1 U1 FgSJd63xypdA?-ySEsJALkvMW DZRK4DIFcGhSrZOrz6F126mGUl 19.6-C 6.1-11 5.00 12 5x6 = Scale = 1:68.6 v^V _ 24 23 22 21 20 19 18 41'V 1645 15 14 3x6 = 3x4 = 34 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 10.12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 10-12 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 10 rVa We BCDL 10.0 Code FBC2014/TPI2007 Matrix -SH Weight: 267 lb FT = 20°e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9-4 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 20 SP No.3 10-0.0 oc bracing: 12-14,10-12. OTHERS 20 SP No.3 WEBS 1 Row at micipt 6-14, 7-14, 5-14 REACTIONS. All bearings 19-4-8 except Qt=length) 10=0-8-0. Ib) - Max Horz 2=-119(LC 13) Max Uplift All uplift 100 Ib or less at joints) 2, 23, 24 except 14=-411(LC 13), 20=-278(LC 12), 15=-111(LC 18), 10=-191(LC 13) Max Grav All reactions 250 Ib or less ai joints) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1), 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-52/269, 5-6=-122/528, 6.7=-122/529, 7-9=470/363, 9-10=-7251442 BOT CHORD 19-20=-238/308, 17-19=-238/308, 16.17=-238/308, 15-16=-238/308, 14-15=-238/308, 10-12= 273/597 WEBS 6-14=-679/389,7-14=-728/578, 7-12=-313/589, 9.12=-369/402,5-14=-308/323, 5-20=-185/252,3-20=-360/412 NOTES- (9) 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterfor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2.0.0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' Thls truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jofnl(s) 2, 23, 24 except Qt=1b) 14=411, 20=278, 15=111, 10=191. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. VerW dodifn parsmetors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB -7473 rev. lag"015 BEFORE USE. Design vard for use only with Mllek® connectors. Inls claslpn Is based only upon pawmoton 0x>wn, and Is lot an Individual building component. nor a Inns system. Before rise, the building designer mint verify the applkbablity of design p mameleis and property lncogotate this design Into the overall building design ®achy Indicated Is to rxevent buckling of kdlvkluaal truss web and/of chord members only. Additional temporary and permanent bracing WOW Is always required got stoblllly and to prevent collapse with possible personal "and p operiy damage For gonerai guidance regarding nw k"Icallm sloroge, delivery, oiectlon and t'Aacing of trusses and Inrss systems seeANSI/FPI I Quality Criteria, OSS -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovallable bom truss Rate trulltute. 218 N. Lee Sheet. State 312. Alexandda. VA 22314. Tonga. FL 33610 Job Truss Truss Type Qty Ply in loc) Well Ud TCLL 20.0 Plate Grip DOL 713030986 WP0091 801 Common Suppdrled Gable' t 1I jWP0091 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ven(TL) Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.rsu s sep a zui / Mirex mousures, rnc. rue dan 23 tzrr rve 20iii Faye i ID:rbOYL3Jo1 CVt Ut FgSJd63xypdA?-OIoEXWMMffe4BbuGnOmrovd8OoObilJBLO01 L8zs7rO 1.0.0 10-0.0 _ 20.0-0 , 21.0.0 1•ao 10-0.0 f 10-0.0 1-0.0 ' Scale= 1:35.3 4x6 = 3x4 = 18 17 16 1s 14 13 12 3x4 = 1•S.1 -E 20-0-0 r 20.0.0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 VerI(LL) 0.00 11 Nr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ven(TL) 0.01 11 Nr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 We n/a BCDL 10.0 Code FSC2014fTP12007 Matrix -SH PLATES GRIP MT20 244/190 Weight: 92 Ib FT = 20"0- LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins BOT CHORD 20 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 20.0.0. lb) - Max Harz 2=-64(LC 13) Max Uplilt All uplift 100 Ib or less al joints) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 Ib or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 qualilied building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0.0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 8) ' 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 lit between the bottom chord and any other members. 9) N/A 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' lg Thomas A. Albani PE No.38380 MiT sk USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Data: January 23,2018 0 WARNING - Vary dedgn parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev. IdWO2015 BEFORE USE. Design valid la use only with Mllek®conneclas. this design Is based orgy upon parameters shown. and 61or anindlvidurA building component, not o firms system. Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Boeing IrWicalod h to piovent buckling of IndNklual In= web and/or chord members only. Additional lempoiary axf pennonenl bracing TMIsok' Is always ioc"Fed lot stablilly and to prevent collapse with possible personal k*iry and properly damage. For general guidance rogarding the tabxk:ollon. storage. delivery. erection and bracing of Inrssos and iniss systems, s"ANSVWI l Quality Criteria, DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. safety Information available from Iran Plate elstituto. 218 N. lee Street. Sulle 312. Atexanddo. VA 22314 Tampa, FL 33610 Job Truss Truss Type City Ply LUMBER- BRACING - design. prevent tsalwoys reWied for stablllly arta to rxeveni collapse vAlh pDm"e personal k'dtay and rxoporly damage. for general gUtla,ce regarding the TOP CHORD 20 SP No.2 TOP CHORD 713030987 W P0091 B02 Common 2 1 IWPO091 REACTIONS. (Ib/size) 2=78710-8-0,6=787/0-8-0 Max Horz 2=-64(LC 13) Job Reference (optional) tfumers t usibource, I ampa, rrani tarry, rronoe s sobu o. wV b ouy Ice GV 1 r me 1 an llluubl11v*' e1- a- Vale GV ec. a 1. e eo aya e ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN OzmxpkTSL7H4L6AFkCX?aAOLa4lauazsTrN I . 5.5.0 10.0.0 14.7.0 20.0.0 i 1 z1- 0a• 1.00l 01•o -o Scale = 1:35 3 4x6 = Sx8 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 FBC2014lf P12007 CSI. TC 0.41 BC 0.93 WB 0.20 Matrix -SH DEFL. in Verl(LL) -016 Verl(TL) -0.43 Horz(TL) 0.05 loc) Well Ud 6.8 >999 240 6.8 >534 180 6 Na Na PLATES GRIP MT20 244/190 Weight: 86 Ib FT = 20% LUMBER- BRACING - design. prevent tsalwoys reWied for stablllly arta to rxeveni collapse vAlh pDm"e personal k'dtay and rxoporly damage. for general gUtla,ce regarding the TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=78710-8-0,6=787/0-8-0 Max Horz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6=-216(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1317/849, 3.4=-997/621, 4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8-67211172, 6-8=-681/1172 WEBS 4.8=-247/533, 5-8=-354/366, 3-8=-354/366 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Extedor(2) zone;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.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=216,6=216. 6) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Ig Thomas A. Albani PE N0.39380 MITO USA, Inc. FL Carl 6634 8904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNING • Vorlly dasdyn paramotore and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE 0149&7477 rev. rd0. W I5 BEFORE USE. Design vaild for use only wllh dalelt® connectors. Inls design Is based only upon paanotars shown, and Is for an InxdMtkral building component. not a Was system. Befao use, the bAWn eg designer must verity the aWIcabaify of design Ixaarneters and rroperty Incorporate this design Into the overall bxNding Bracing Wicated Is to bxickling of Individual Inns web and/or chord members orgy. Addltioral temporary and permanent bracing MiTek' design. prevent tsalwoys reWied for stablllly arta to rxeveni collapse vAlh pDm"e personal k'dtay and rxoporly damage. for general gUtla,ce regarding the 6804 Parke East Blvd. Iatxk:allm slorrrge, dolivery. erection and bracing of inures and muss systems. seeANSU1Pb 1 Quality Criteria, DSB-89 and BCSI Building Component Tompe. FL 33610SafetyInformationavdiabbekomtrussPlateInstilute, 218 N. Lee Street. Suile 312. Alexandria. VA 22314 1 Job Tru Truss Type Ury W P0091 icilss iJack-Open I'4ry I rly 1 jWVVVbFi 713030988 nda 33566 8.130 S Sep 15 Z017 MI I e1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uUl 1.0.0 1.0.0 I— 1.0.0 F 1.0.0 20 = 1.0.0 Scale = 1.6 5 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In Ioc) Well L/d PLATES GRIP TCU. 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -P Weight: 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2— 69(LC 8) Max Grav 3=15(LC 8)• 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 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 Exterfor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplill at joint(s) 3, 2. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tempa FL 33610 Date: January 23,2018 Q WARNING- Vally dedpn poanwlen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 mv. 10V=IS BEFORE USE. Design valid lar use only wllh Mllck® connoctors. lhls design Is tied only upon Imomoters shown, and Is for an Individual buedlrrg cornponenl, not o hus syslem. Beloro uso, the WIc9ng designer must verily lho "lcaL41ty of (Jeslgn palaneters and properly hcorporato Ihisdeslgn Inlo the ovenill building dosign Bracing Indicated Is to rrevent buckling of individual Inin web and/or chard members orgy Additional lemporory and permanent bracing WOW Is always requiied for slalAily and to prevent collapse wllh posa)le personal hpuy and property damage. For general guidance regardng Me 6904 Parke Ease Blvdk"Icollm storage, delivery. erection and broclng of Innes and Inns systems seeANSI/1PI l Quality Criteria. DSB-89 and SCSI Building Component Tampe. FL 33610SalaryInformationovdloblebanhusRateinstitute. 218 N. lee Sheet. Suite 312, Alexandria. VA 22314. Job Truss Truss Type 10ty, PlyJoPbOR0991arence in loc) Well Ud TCLL 20.0 Plate Grip DOL 713030989 IWP00911 CJ3 Jack -Open 4 1 240 i Lumber DOL 1.25 BC 0.08 Ven(TL) optional) Builders Fustsource, Tampa, want Lary, Fiertda 33bbb a. a Ju s oep a eu n r PAI! enc nnaubureb, ria:. n ue van ca !4. r r: r r cv 10 rays ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-Mgv_xCOcBHvoOu2turoJiKjVzb4ZJtpUokV8OlzsTrM 1.0.0 3.0.0 1.0.0 3.0.0 2x4 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) 0.01 2.4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO -2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max GraV 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 11 Ib FT = 20% TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Extedor(2) zone;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 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 til between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITdk USA, Inc. FL Can 6631 6901 Parke East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNING- Verify dodppn parameters and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE P40E MD -7473 rov. IOMW r6 BEFORE USE DLA valid fon use orgy vAM Nalek® connectors. Itis design is based orgy upon parameters sl o and Is for an individual building component, not a hus system. Below use, the Ixdlclng designer must verity the appalicatAlly of design pasanelors and properly Ineonporato Iht design Into the overall building design. tracing Indicated Is to prevent buckling of Individual Trus web and/or chord memo ws only. Additional lemp erary aw permanent Lvocing WOW is always required fa stablllly and to ixeveni collapse wllh possk)le personal Injury and paoperty damage. For general guldance regarding the 691N Parke East BlvdfaMlccllion. storage. dellvery. erection and bracing of musses and truss syslerns. seeANSI/iPlr Quality CAlefb, DSB-89 and SCSI Building Component Tonga. FL 33610SafetylnformadonavallaMefromtrussPlateInstitute. 218 N. lee Sheel. Sulle 312. Alexandria. VA 71314. Job Truss Truss TypeOty CSI. Ply WPOO 91 loc) Well Ud TCLL 20.0 Plate Grip DOL 713030990 WP0091 CJS Jack -Open 4 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) Job Reference (optional) nmpaers raslsource, 1 ampa. Irani city. rronaa a0000 o.. ov o .F . u .... o..,.,.,,wo ., ti. , — e . ID:rbOYL3Jol CV t Ut FgSJd63xypdA?-n7M9YOEya1122drSYJYOXFbb?Mv263d1 OEhyTzs7rL 1.0.0 5.0.0 1.0.0 5.0.0 Scale a 1:14.9 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Veri(LL) 0.03 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.07 2-4 820 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014lrP12007 Matrix -P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/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. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 2M? 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- (6) 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterlor(2) zone;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 lot a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNWG - Ved y dasrpn parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NIP7473 rov. raDMIS BEFORE USE. Design voild for use only Won Wlek® connectors Itis design Is based orgy upon parameters shown. arxl Is for an Individual building component. not a truss system. Before use, the building designer must verity the cll3ftablilty, of design pxaanelers caul properly Incorporate this design Into the overall Ix/ding design. Bracing Indicated Is to prevent buckfi ng of individual Inrss web and/or chord members only. Additional lemporay and permanent bracing MiTek h always required tot stablilty and to prevent collapse vAlh possible personal InMy and popetly damage. For general guidance w9ading the fabk:ation, storage, delivery. (section and bracing of Inmes and Inns systems soc-ANSI/IPI I Quality Criletlo, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from buss P1ale Institute. 218 N. lee Street. Sulle 312. Alexandria, VA 22314. Tornpa, FL 33610 Job Truss Truss Type City PlyWP0091 loc) Wall Ud PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 713030981 WP0091 EJ7 Jack -Open 14 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.24 Job Reference (optional) Builders FustSource, Tampa, Plant Utty, Florida 33566 8.1 3v s Sep 1 o zv1 r mi r en mvubureb, mc, r ue 0011 za i c: r r: rc cv r o rays ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-rtTM9YOEya 1 f22drSYJYOXFXT?JT263d 1 OEhyTzsTrL 1-a0 7-a0 1.0.0 7.0.0 Ir};%1E C> 6 N Scale = 1:18 8 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wall Ud PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2-4 772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.24 2-4 337 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014ITP12007 Matrix -SH Weight: 23 Ib FT = 2040 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 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 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VUI1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0pst; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C -C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 011=1b) 3=102. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Thomas A. Albani PE No.39380 MIT sk USA, Inc. FL Cert 6634 ON Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING . Vedy dWpn pr rametm and READ NOTES ON THIS AND INCL UOED MrIEK REFERANCE PAGE N* 7473 rov. ifbWWI$ BEFORE USE. Design valid for use orgy wllh Kiek® connectors. This design Is based orgy upon Parameters shown, and is for on Individual Wading component, naler 11eleisandbworporatothisdesignInlotheoverallaBusssystem. Before use, the Irik9ng designer rnusl vedty the opinikabaity of deslpn Ixiramd p design. Bracing IncDcaled Is to Ixevent buckling of IndWua1 Inca web and/or chord mernbets only. Additional IemPaary and Permanent bracing M iTek' Is always regal ed for sta"lty and to Ixevernl coltarne vAlh poaBole personal b*sy and property damage. For general guidance iegading the labrk:atbn storage, delivery. orectlon and Mocing of Inures and truss systems seeANSI/rPl I Quality CAteda, OSS -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabte born Gua Plate Inslllule. 218 N. lee Sboel. Sulle 312. Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply WP0091 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% LUMBER- Oty prevent h krivoys nekalred tot slot -Ally and to prevenl collgne wllh possible personal may and property damage. For general guidance regarding the 713030992 WP0091 HJ7 Diagonal Hip Girder 2 1 1 Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0.10.15, 5=288/Mechanical Job Reference (optional) Builders FlIS1501.11'Ce, Tampa, Plant airy, Florida 33566 8.14V s aep I0 ZV1 t M1 r elk mauslrre5, mc. rue jen za rz: r v 1 a zv r a rage i ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-J311MuPsju9W gCC I OFgnzlomAPdinVfnG2_FUvzsTrK 1-5.0 5.2.9 9.10.1 I 5.2-9 F 4.7.8 Scale = 1:21.2 2x4 = 2x4 = ' 5 LOADING (psl) 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 NO Code FBC2014/rP12007 CSI. TC 0.40 BC 0.61 WB 0.29 Matrix -SH DEFL. In Vert(LL) -0.05 Vert(TL) -0.13 Horz(rL) 0.01 loc) Well Ud 6-7 >999 240 6-7 >841 180 5 We Na PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% LUMBER- BRACING - prevent h krivoys nekalred tot slot -Ally and to prevenl collgne wllh possible personal may and property damage. For general guidance regarding the TOP CHORD 20 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 20 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0.10.15, 5=288/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-87(LC 4), 2=-145(LC 4),5=-81 (LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-769/218 BOT CHORD 2-7=-276/707, 6.7=-276(707 WEBS 3.7-0/308, 3-6=-761/297 NOTES- (8) 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jtdb) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1-4-15, 68 Ib down and 85 Ib up at 1-4-15, 25 Ib down and 38 Ib up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 Ib down and 87 Ib up at 7-0-14, and 50 lb down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib down at 4.2-15, 18 lb down a1 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib down at 7-0-14 on bottom chord. The designtselection 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). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1.4=-54, 2-5=-20 Concentrated Loads (lb) Veil: 8=44(F=22, B=22) 1D= -75(F=-38, B-38) 13-36(F— 18, B=-18) Thomas A. Albani PE No.39360 MITsk USA, Inc. FL Cert 6634 6904 Parka Ent Blvd. Tampa FL 33610 Dats: N January 23,2018 WARNWO - Verify dos/yn panmoters and REAO NOTES ON THIS AND WCLUOEO MITEN REFERANCE PAGE MB -7,173 niv. 149MIS BEFORE USE Design volld for use only with Mlleirls connectors. this design Is posed only upon parameters shown, and Is for an Individual building component, not a frtiss system. Before trse. the blk9np designer must verify the afxllcabillty, of design paamelors and property Inconpwato this design Into the overall btOding design. 9acing Indlcated Is to buckling of l ndWuo1 truss web and/a chord members orgy. Additional temporary and permanent bracing MiTek' prevent h krivoys nekalred tot slot -Ally and to prevenl collgne wllh possible personal may and property damage. For general guidance regarding the 6904 Parke East Blvd. falbnk:atlon, storage. delivery. erection and brocbng of trusses and In= systems seeANSI/FPI I Quality Criteda, 0S9-89 and BCSI Building Component Terma. FL 33610SafetyInformationavailablefromTrussRatetrutltute. 218 N. toe Street. Sulle 312. Alexandria. VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/;' Center plate on joint unless x, y4offsetsoreindicated. 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, Is always required. See BCSI. 0-1/ 11, C1•2 C2. 3h 2. Truss bracing must be designed by on engineer. For WEBSmay wide truss spacing. Individual lateral braces themselves require bracing, or alternative Tor I OU3. Ustock Never exceed the design boding shown ontl never on Inadequately braced trusses. materials 0. 4. O Provide copies of this truss design to the building For 4 x 2 orientation, locate c a BOTTOM CHORDS au si nnrr, erectiodsupervisor, property owner and plates 0-'ne" from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIAPI 1. software Or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber Shall not exceed 19% at time of fobricotion. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless plicablefire ICC-ES Reports: use with retardnotant, preservative treated, ot green lumber. The first dimension is the plate 10. Comber is a nonstructurol consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR responsibility of truss fobricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing, or less. If no ceiling Is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 0 2012 MiTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. or treated lumber mayUseofgreeny pose unacceptable environmental, health of performance risks. Consult whit project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood TfUSS Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPl 1 Quality Criterio. Installing & Bracing of Metol Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 39-0-0 5-8-0 13-4-0 6EARW6 HEIGHT 5GHEPULE NOTE5: t) REFER TO HID 91(RECOAMENDATION5 FOR fNNDLIN6 INSTALLATION AND TEMPORARY DRACIN6 ) REFER TO ENGINEERED DRAWIN65 FOR PERMANENT ORACW6 REQUIRED 2) ALL MUSSES (MLLOIN6 TRUSSES INVER VALLEY FRAMM) MT DE COMPLETELY DECKED OR REFER TO DETAIL V05 FOR ALTERNATE DRAM REQUIREMENTS. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY MWER. t ) ALL TRUSSES ARE DES16NED FOR 7 ox. 1MXMIM 5PAaN(L UPLE55 OTHERWISE NOTED. 5.) ALL WALLS 5HOWN ON FLA(MNT PLAN ARE CONSIDERED TO DE LOAD DEARIN6. UNLESS OTHERWISE NOTED 6) 1;Y41 TRUSSES MUST DE INSTALLED WITH THE TOP DEIN6 IW. 1.) ALL ROOF TRUSS HANGERS TO DE SIMPSON HFU76 MESS OTHERWISE NOTED, ALL FLOOR TM% HANGERS TO DE 51MP5ON THAM U ILE55 OTKRW15E NOTED, D) DEMWMEADERIUNTEL((HDR) TO DE FURN15HED BY DULDER SHOP DRAWING APPROVAL THIS LAYOUT K THE 50.E WOW FOR FADOCAMN OF TORS AND VOIDS ALL PREVIOIFA ARQIFECEIIKAL OR OHER TORS LAYOUTS REVIEW AW AfMAL OF THIS IAYM W61 DE RECEIVED DEFOG: ANY TOMES ILL DE BUILT. VEOFY ALL COWIFI@6 TO IXAIRE MAMI WME5 THAT YIL MALT W EXTRA CHASES TO YOU Lga.uA Od.a1 %u : 6 Builders FirstSource Orlando PHONE: •07-851.2100 FAX. 407-851-7111 Plant City PHONE: 813.75Q-5951 FAX: 813-752.1532 MLDER. Starlight Homes T 1827 IL AMM WPOO91 un Vy 1-23-18 Josh oil Mil 5-8-0 13-4-0 6EARW6 HEIGHT 5GHEPULE NOTE5: t) REFER TO HID 91(RECOAMENDATION5 FOR fNNDLIN6 INSTALLATION AND TEMPORARY DRACIN6 ) REFER TO ENGINEERED DRAWIN65 FOR PERMANENT ORACW6 REQUIRED 2) ALL MUSSES (MLLOIN6 TRUSSES INVER VALLEY FRAMM) MT DE COMPLETELY DECKED OR REFER TO DETAIL V05 FOR ALTERNATE DRAM REQUIREMENTS. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY MWER. t ) ALL TRUSSES ARE DES16NED FOR 7 ox. 1MXMIM 5PAaN(L UPLE55 OTHERWISE NOTED. 5.) ALL WALLS 5HOWN ON FLA(MNT PLAN ARE CONSIDERED TO DE LOAD DEARIN6. UNLESS OTHERWISE NOTED 6) 1;Y41 TRUSSES MUST DE INSTALLED WITH THE TOP DEIN6 IW. 1.) ALL ROOF TRUSS HANGERS TO DE SIMPSON HFU76 MESS OTHERWISE NOTED, ALL FLOOR TM% HANGERS TO DE 51MP5ON THAM U ILE55 OTKRW15E NOTED, D) DEMWMEADERIUNTEL((HDR) TO DE FURN15HED BY DULDER SHOP DRAWING APPROVAL THIS LAYOUT K THE 50.E WOW FOR FADOCAMN OF TORS AND VOIDS ALL PREVIOIFA ARQIFECEIIKAL OR OHER TORS LAYOUTS REVIEW AW AfMAL OF THIS IAYM W61 DE RECEIVED DEFOG: ANY TOMES ILL DE BUILT. VEOFY ALL COWIFI@6 TO IXAIRE MAMI WME5 THAT YIL MALT W EXTRA CHASES TO YOU Lga.uA Od.a1 %u : 6 Builders FirstSource Orlando PHONE: •07-851.2100 FAX. 407-851-7111 Plant City PHONE: 813.75Q-5951 FAX: 813-752.1532 MLDER. Starlight Homes T 1827 IL AMM WPOO91 un Vy 1-23-18 Josh RECORD COPY W lS% nS City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 8' 1 1 5 7 ViLDrNC SANFORD Project Location Address 1 LOt '° ARTM fi 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.floridabuildincl.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC FL1 5036-R9 Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DAI TON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # decimal 3. Panel Walls including Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 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 Shingle 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 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 158-R 0 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1 /2/2p18 Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Ca W Product ApprovalviUSER: Public Userd.b P Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 7 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@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 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) Eauivalencv of Standards.pdf hftps://www.floridabuilding.org/pr/pr app_dti.aspx 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 org/pr7pr app atl.aspx — — — — — — - 3 FL ilt Model, Number or Name Description j 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.pdF additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.2.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 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.3.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 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15036 R2 11 (a) Inst 15036.4.pd 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 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.DdiW0011011111OW94m; c' 14f pa icu rs. 15036.6; f. ClassicC_ raft Fiberglass Door. 8'0 "Non -Impact" Opaque Single_Fiberglass Door - Outswfng /. Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No' Design Pressure: N/A Created by Independent Third Party: Yes, Evaluation Reports' - Other: See INST 15036.6 for Design Pressure Ratings, any - additional use limitations, installation instructions and product A15036 R2 AE (a) Eval 15036.6.Ddf Created by Independent_ Third Party: Yes particulars. org/pr7pr app atl.aspx — — — — — — - 3 1/2/2818 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (al Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO -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 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 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: Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.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 Ccrtiricarc 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 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. Sheet 1 of 1 Testinq 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. Sinned & Sealed by Lyndon F. Schmidt, P.E Signed & Sealed by G NM1 T Lyndon F. Schmidt, P.E. No 43409 it • cr 9 STATE OF tV 4U 004 O i; 1 ID P• : 0 N AA Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 JV<JK*'3 sic -Craft FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 3C. WHE' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes 37 S' MAX S WING; FRAME..-:..*:. DESIGN.; PRESSURE. (PSF) nnerrnic iei+ Arnie OVERALL WIDTH 0zz Z s O w W W = W JLL J JJ W iY W o > b to a a S WING; FRAME..-:..*:. DESIGN.; PRESSURE. (PSF) nnerrnic iei+ Arnie EXTERIOR 17 4.11 P.30- bo i n E2 TOP RAIL LATCH STILE 1.49" f we T SG >= 0.67) T 44 EXTERIOR INTI o.ls CSINK or (TYP.) INTERIOR EXTERIOR 4 A 4 A 4 3 3 3 J) 8 40 7 INTERIOR EXTERIOR 10 U 9 10 3 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck INTERIOR EXTERIOR E o 0 o o o o ' 8 INTERIOR OSS SECTION i - inswing EXTERIOR see general notes, sheet 1 for "HVHT' Water infiltration requirements EXTERIOR EXTERIOR e e. Cq STRIKE JAMB MASONRY OPENING FRAME 2X BUCK Zo r i 0 O FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to D mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN. CLEARANCE MIN:..CLEARAN : 4- TO`MASONRY`.::::: TO A'DJACEW."." MENT::.::: ANCHOR 6 1 N MASONR 3 OPENIN( 2X BUCK n 04 N HINGE JAMB BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF 611 f 4° MASONRY TYP. HEAD OPENING — & JAMBS FRAME x a 2X BUCK _CF FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF tE FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to far Joints, additional concrete anchors 4 CENTER" dimension are not exceeded. MIN: CLEARANCE, TO -MASONRY{ . . RY-:.. .. T0.ADJAC*T-::---.J FIX:F:::..: ANCHOR ' to 1 i I HINGE JAMB MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and c Der- L,F- = 4.56" 7! N o 2.36' --i 19 pp HEAD & SIDE Jamb I 4.63' _ M C 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' 33 SELF ADJUSTING SADDLE THRfHOLD r L 4.56' iqN O WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15" MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 3NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC DDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56" 7! N o 2.36' --i 19 pp HEAD & SIDE Jamb I 4.63' _ M C 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' 33 SELF ADJUSTING SADDLE THRfHOLD r L 4.56' iqN O 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 Enginecrs Certificate or Authorization No. 9813 Product Sub Category Manufacturer Product Name Category ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ETC Laboratories ASTM D2843-99 Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 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 -15036.7 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 Architectural Testing, Inc. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ETC Laboratories ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929-96 ETC -01-741-10705.0 TAS 202-94 ETC -01-741-10593.0 TAS 202-94 TEL -06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by SC() e ELyndon^iR°°,,, C P! S moi Signed & Sealed byGf. • Lyndon F. Schmidt, P.E. No ;3409 Y-p : • t,r STATE OF a{IWa Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 IJ<J%JICJ Ssic-Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material cco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. stal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes Glozing detail DESIGN` WITHOUT -SURFACE:':.:. PS W1TH:SURFM SOUS NEC 53.13" MAX. OVERALL WIDTH Z? z z s o LU W W = W J U_ J J W ce o Q i O b a Lj DESIGN` WITHOUT -SURFACE:':.:. PS W1TH:SURFM SOUS NEC SG >= 0.67) 4.11" 3(Y' 42 TOP RAIL 43 LATCH STILE 1.49" 3Y' n. 44 42 46 EXTERIOR loolke^f-f-mor /'—N 1%.ftvw^ A's ft &of — 5" GLASS BITE 23 EXTERIOR 25/ 7,. INTERIOR 25 G >= 0.42) e frame screws) is J 25 24 29 GI GLAZING DETAIL5insulatedglassw/ smc lite frame S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR 1 /8" TEMPERED GLASS FAIR SPACE 1/8" TEMPERED INTERIORGLASS 25 24 18 G1 GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. X1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 14 50 11 INTERIOR U L EXTERIOR T20 o.ts" C'SINK TYP.) MONTAL CROSS SECTION ring shown - inswing approved SEE NO' EXTERIOR IN E) INTERIOR EXTERIOR IN NOTE: tg, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP,) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & 8 66". SEE NO' EXTERIOR IN E) INTERIOR EXTERIOR IN L 63 19 z a U INTERIOR Wfi60 61 SS SECTION nswing INTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S Inswing configuration see general notes, sheet 1 z 0 - forfor "HVHT' Water infiltration requirements m W INTFRIOR EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck 60 EXTERIOR 6— 61 INTERIOR 7 8 a u n o D o e p. w n n u o o a L 63 19 z a U INTERIOR Wfi60 61 SS SECTION nswing INTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S Inswing configuration see general notes, sheet 1 z 0 - forfor "HVHT' Water infiltration requirements m W INTFRIOR EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck 60 EXTERIOR 6— 61 INTERIOR 7 8 a u n D o e p. w n n M C SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved Z d Lm A------------- W 19 EXTERIOR SEE NOTE 1 (M EE EXTERIOR INTERIOR 11 D M 19 SEE NOTE 1 INTERIOR EXTERIOR 2-"\ VERTICAL CROSS SECTION Shown w/1 X sub -buck 0 NOTE: 1. Anchors ass'y thn sill at 4" in from ei INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration AULLION OWN FOR FERENCE ONLY IORING hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, odditionol concrete anchors ON CENTER" dimension are not exceeded. STRIKE JAMB 28 MIN: CLEARANCE:..::MIN:.:CLEARANCE TO:MASONRY`:`. .,:TO ADJACENT•.::• NT:.:::..:..::::.::. ::....: ::.::::...:.:.:.:...... EDGE: :..-..:: •.:..'.::ANCHOR:::::.. C27 211 4n I I MASONRY OPENING FRAME -/ 2X BUCK - M OUTSWIN, L INSWING M OUTSWIN, L INSWING 1"I 4" I LATCH d DEADBOLT DETAIL I I I I I SEE DETAIL 1 L to TYP. HEAD — JAMBS M TYP. 01 F cTYP. — N SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I n HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) a . FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction ON CENTER" must be adjusted to ir joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:.: C L EA RANC E::.`M IN..:'C LEARANCE: 4 SEE DETAIL 1 _ TYP. HEAD & ._ MASONRY JAMBS OPENING M TYP. ME BUCK F T. N SILL a . • : a . SEE DETAIL 2 FRA 1X a OMASONRY.::::`.. •`.`:TO:ADJACENT.•:: lt Zo 49 HINGE JAMB INSWING M OUTSWING D 2' L INSWING LATCH 8 DEADBOLT DETAIL Attat stri HINGE DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) ke as sh l Io 2.17' c' 16 OUTSWING SIDELITESpacer 2.14" 1.69" ---j Cito 3 BUMP FACE THRESHOLD I 2.1 S' Ci I• 1.68" ---j 5.75' VYVVU L4 1 1/4:-INIMUtri JF' um SIELL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL STEEL 41 DOOR SKIN:. 125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 1 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4!'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /2"PFH SCREW STEEL PE 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL j I1 66 67 13/16!'X 2-3/4" PFH ITW CONCRETE SCREW 13116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL l Io 2.17' c' 16 OUTSWING SIDELITESpacer 2.14" 1.69" ---j Cito 3 BUMP FACE THRESHOLD I 2.1 S' Ci I• 1.68" ---j 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Certificate of Aulhori>ation Pb. 9813 Product Sub Category Manufacturer Product Name Category LoSt b ,+• i Signed &Sea ed by G Aot yndonAnchoringRWBuildingConsultants, Inc. (CA #9813) 4ee F 1 S j,:•. F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 143409l Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Sheet 1 of 1 Phone 419.298.1740 Non -Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. 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. FIL 8 RW Building Inc. (CA #9813) Lyndon F. Schmidt, E 3. Cal ulations Prepared byConsultants, LoSt b ,+• i Signed &Sea ed by G Aot yndonAnchoringRWBuildingConsultants, Inc. (CA #9813) 4ee F 1 S j,:•. F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 143409l4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeat z'. Institute, certifying that Therma Tru Corporation is manufacturing products 0`V- = W within a quality assurance program that complies with ISO/IEC 17020 and ST.;,T E 0 F Lyndon F. Schmidt, P.E. . dV o z FL PE No. 43409 Guide 53. T `•, T,••;n( , 1 c•} , , ee 10/16/2017 j QSheet1of1 c.1 t f. x0a sovvIXv sic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON-IMPAcr nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not gents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I in aressures & aeneral notes I 68.5' MAX. OVERALL WIDTH OVERALL:• WING:>:•.•:;: WITHOUT:SIIRFA:CE.:. ;- `:.::::`;::;:'::: WITH. SURF 0 Z z 3 5 O w 0 r W w= BOLTS-.::>::>;:`::;';;:•:,,:::::.::::.;.:.::.:::`:%:::BOL TS: . 7-;pncirniF..;•::;w Fr_erivF:::::.:;;.oncir v.:;-.::;::.u s::::.:.::•.:;•:;:.:::;: g LL, ce JLL. J JJ W ceUj 0 O i 0 o DESIGN:.P..:RESSURE: OVERALL:• WING:>:•.•:;: WITHOUT:SIIRFA:CE.:. ;- `:.::::`;::;:'::: WITH. SURF DIMENSION.::::• BOLTS-.::>::>;:`::;';;:•:,,:::::.::::.;.:.::.:::`:%:::BOL TS: . 7-;pncirniF..;•::;w Fr_erivF:::::.:;;.oncir v.:;-.::;::.u s::::.:.::•.:;•:;:.:::;: EXIMUR to 4.11 T— aO T i n 2 42 TOP RAIL 43 LATCH ST1LE 1.49" LO G>=0.67) Ot T - HINGE MILE BOTrOM RAIL Ull EXTERIOR INTO 5" GLASS BITE INTERIOR SG >= 0.42) e frame screws) is j..... I r., 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS GI GLAZING DETAIL 5 insulated glass w/ smc lite frame o LL1J rIAro r e w^& • n... S' GLASS BITE 26 25 EXTERIOR INTERIOR 25 22 25 24 v GI GLAZING DETAIL5insulatedglassw/ pvc lite frame 1/2" MIN. GLASS THK. X1/8" TEMPERED GLASS EXTERIOR FAIR SPACF 1/8" TEMPERED GLASS INTERIOR EXTERIOR C'SINK TYP.) IZONTAL CROSS SECTION ruing shown - inswing approved 15' 0.15, ANK C'SINK P.) (TYP.) Inm SEE NOTE 1 12 M) ( 50 SEE NOTI INTERIOR S EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item # M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31 48.5" & 66". o.ts' 20 C'SINK -- { P-) I r 8 7 XTERIOR 40 JTERIOR (In) ' 1 (12) r, o V n o a 0 o o' A 0 o 63 19 z U INTERIOR Wfi60 61 SS SECTION inswing INTERIOR z L EXTERIOR 4 VERTICAL CROSS SECTION 5 Inswing configuration _ see general notes, sheet 1 _z a for "HVHT' Water infiltration requirements m EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck e INTERIOR 4 n o 0 o' A o' v v •. o vo p Za L = W 19 M za j Ci SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ting shown - inswing pproved EXTERIOR 0- N W O L d a G O D o • o a eo e e e o o' e o D rS-"'\ VERTICAL CROSS SECTION Outswing configuration 39 E A 11 D50 M SEE NOTE 1 INTERIOR EXTERIOR 12 VERTICAL CROSS SECTION Shown w/1X sub -buck 0 19 NOTE: 1. Anchors ass'y thn Sill at 4" in from e, INTERIOR EXTERIOR 00F PIED lopD M o e e D D o• J 0- N W O L d a G O D o • o a eo e e e o o' e o D rS-"'\ VERTICAL CROSS SECTION Outswing configuration 39 E A 11 D50 M SEE NOTE 1 INTERIOR EXTERIOR 12 VERTICAL CROSS SECTION Shown w/1X sub -buck 0 19 NOTE: 1. Anchors ass'y thn Sill at 4" in from e, INTERIOR EXTERIOR 00F PIED lopD M 00 0- N W O L d a G O D o • o a eo e e e o o' e o D rS-"'\ VERTICAL CROSS SECTION Outswing configuration 39 E A 11 D50 M SEE NOTE 1 INTERIOR EXTERIOR 12 VERTICAL CROSS SECTION Shown w/1X sub -buck 0 19 NOTE: 1. Anchors ass'y thn Sill at 4" in from e, INTERIOR EXTERIOR Q MASONRY a OPENING FRAME C - 4U C; 2X BUCK DETAIL 1 Al -1) TYP. HEAD & JAMBS EII!lIIP P, M ) TYP. F TYP. SILL I W`-SEE DETAIL 2 ANCHORING STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to rtar joints, additional concrete anchors N CENTER" dimension ore not exceeded. MIN:: CLEARANCE::: '::MIN.. CLEARA.NCE: TO` MASONRY:.Z.: ;. ;:::;TO ADJACENT..'.. EDGE:. ANCHOR.: 2" V In 4" 28 27 M OUTSWIN, L INSWING M OUTSWIN L INSWING o DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 0 N EQ C En N HINGE JAMB U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 n wiNrc n SONR IENIN FRAM XI SEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to for joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN. 0LEARANCE--' 'MIN' -'CLEARANCE I ...................... ................ TOMASONRY.":``TO-ADJACENT 0 11 I LATCH & DEADBOLT DETAIL INSWING OUTSWING INSWING HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) IfINGEDFAIL Affac strike: as sh. I I 11111T 11 0 1 SEE DETAIL I7. TYP. HEAD & JAMBS y TYP. to Lj LICK F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to for joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN. 0LEARANCE--' 'MIN' -'CLEARANCE I ...................... ................ TOMASONRY.":``TO-ADJACENT 0 11 I LATCH & DEADBOLT DETAIL INSWING OUTSWING INSWING HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) IfINGEDFAIL Affac strike: as sh. 6" i N O ib OUTSWING SIDELITE Spacer 2.14" 1.69" 3 BUMP FACE THRESHOLL 5.75' llv L -T 1/1 II'mILI%VLI 1 JI 31 CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 1 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS ESCREW HEATHER -STRIP STEEL FOAM 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. q STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 &Y' L. X .25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2"PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL 6" i N O ib OUTSWING SIDELITE Spacer 2.14" 1.69" 3 BUMP FACE THRESHOLL 5.75' 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 Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.9 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. Sianed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) t 1; Lyndon F. Schmidt, P.E. 4. Quality Assurance •...... Certificate of Participation issued by National Accreditation and v® :•,lG"`1'' I•° Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies; with ISO/IEC 17020 and Guide 53. .; lG+: Lyndon F. Schmidt, P.E. A, FL PE No. 43409 1 •• \'`'' 10/16/2017 Sheet 1 of 1 ,C) o' rs Sr':puc so••• a v VVVKJ ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material 1cco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 74.5' MAX. OVERALL FRAME WIDTH I , 1 9 ZZ Z o s = CU LU W W W U_ J LL JJ W O b CO DESIGN: P.RESSURE`(PSn:::`.::::..;. SWING:::;:::`;:.';:.::,:.•.FRAME WITHOUT:SURFACE .:.:.::: WITH:SURF) DIMENSION;:..:.:..,.::•:::::BOLTS..:::::..•......;:. 8..:TS n wiTili:.'•..' ':•.ri•iri ir-::::. e r ie'-:-.`+. .:`'ii:.::.`:.:: EXTERIOR 40 44 EXTERIOR 4.11" bo 2 42 TOP RAIL 43 LATCH STILE : 1.49" 1 30' A AK (SG >= 0.67) i.- 3 0.1 S' CSINK INTERIOR EXTERIOR INTERIOR J C) EXTERIOR U U I 9 10 61 4 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck INTERIOR EXTERIOR E L m W F-A1CRIVK W.fERIOR E a. o n d e o' d a o .. o d A 64 63 INTERIOR EXTERIOR q\ \\\\ 62QVERTICALCROSSSECTION vShown w/1X sub -buck m _m INTERIOR 4 VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet i for "HVHT' Water infiltration requirements INTERIOR 7 8 63, D e o n 1 MASONRY OPENING 2X BUC corners may be adjusted to maintain the min. BUCK ANCHORING I as 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN.-.GLEARANCE'; , MIN.::CLEARANCE TO OY' .: ADJACENT;;:; DMENT: : MASNR c.:..:: :. :...:.....:........ EDGE: ANCHOR:::::..:: 4n U c6 O SEE DETAIL 1 „l„ - L lEAD MASONRY TYP. HEAD MBS OPENING _ & JAMBS ASTRAGAL _ SHOWN FOR - 71 J REFERENCE a L FRAME ONLY 1-1 2X BUCK, F TYP. YP. 1.7, I SILL I FRAME ANCHORING ASTRAGAL STRIKE JAMB sonny 2X buck construction for DP <= 48 PSF e comers may be adjusted to maintain the min. d as 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN`:.CLEARANCE: MIN::;CLEARAN.• •E; AIN::::::`:::`.' .....................:..:....:::.::..... TO:MA.SONRY:: DMENT ::.......::::::: .....::..:..... ...:..:..:..:.::...::..:..... EDGE. ;`: ::: ;:;`.:::;ANCHOR:...;..:.. 4° 1 2" 1 4!' DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) SEE DETAIL I I 7 SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE X ONLY _ 2 yU o F TYP. SILL - FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF n 63 U 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) Sal Ej N HINGE JAMB K 10 HINGE DE yl V 0 7 SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY 0 TAIL TYP. 7. SILL FRAME ANCHORING sonny 1 X buck construction or DP <= 48 PSF M! ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. I ":CLEARANC. E.: MIN.-, CLEARANC E TO:MASONRY':'- - -TO:ADJACENT EbMENT.t'... ANCHOR: 1 /4n 2" 4" DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) @ (65 g FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 HINGE JAMB 3' SEE DETAIL MASONRYTYP. HEAD 01 OPENING1 JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY C14 c,i I X BUCK SEE DETAIL F TYP. C4 SILL DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) @ (65 g FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 HINGE JAMB 95.25' 8" 18.38" 20.63' 18.5' 14.W' 13) TYP. 3.25' TYP. SEE NOTE 1 3 --- 4[-- 0.06" to C4 I JL 0.13" ASTRAGAL DETAIL TWI?nW AT THF TOP AWr) TYP. 13 3.25'- 2-1 0.75' 4.00 W) II 19 p HEAD 3 SID E8EJamb 1 LQ 2.20" 4.63' 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L Lo 33 SELF ADJUSTING SADDLE THREHOLD r i 4.56' 0 rrvvU WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15'MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. EATHER-STRIP FOAM FEATHER -STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL 20FILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X'.25" THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 4.00 W) II 19 p HEAD 3 SID E8EJamb 1 LQ 2.20" 4.63' 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L Lo 33 SELF ADJUSTING SADDLE THREHOLD r i 4.56' 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Velrico, Fl. 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category 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 At 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawinq No. 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 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Siqned & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) t%tb%1111054esp Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ZE • St't'ji' hro Signed & Sealed bye • .,.•.,• i Anchoring RW Building Consultants, Inc. (CA #9813) S`•$;•, ,, Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. %' I%. r IVo .{.3 •OJ • i A 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemern Institute, certifying that Therma Tru Corporation is manufacturing products -0 : : L= within a quality assurance program that complies with ISO/IEC 17020 and S S i t_ OF Lyndon F. Schmidt, P.E. FL PE No. 43409 Guide 53. 10 ,% 10/16/20174 ;e, aSheet1of 0vv1%v sic -Craft SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material co. t is required to be protected with an impact resistant covering that 3C. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. configurations using sill items #31 & #33 under the active door do not encs for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by on overhang or canopy such that the angle erhong to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail 105.5" MAX. OVERALL FRAME WIDTH DESIGN SWIN.G::::,;;::,: f:.RAME::.:::>•::> z Z z 3 Z O i = C7 w _ DIMENSION:..•.:. B.O TS....:.:..:•::• ...•..: ....::.•... 0 TS. LAIC/_ATI\/C '.:•.:;•:•D/1C'ITl1•IC::'•.: x W LU x W JJ a: W LU O O i:::.:.::.`..;•''.:': ;:t;..:'::.'::::..::..:...'•:::.;.:.:.,:::':••:.:'::::':'•'::::t..:.:.;:.:.:D/1CIT1\/C'•:•:-. 114=11 Qi o Er) T A Bill DESIGN SWIN.G::::,;;::,: f:.RAME::.:::>•::> T. DIMENSION:..•.:. B.O TS....:.:..:•::• ...•..: ....::.•... 0 TS. LAIC/_ATI\/C '.:•.:;•:•D/1C'ITl1•IC::'•.: Alli:::.:.::.`..;•''.:': ;:t;..:'::.'::::..::..:...'•:::.;.:.:.,:::':••:.:'::::':'•'::::t..:.:.;:.:.:D/1CIT1\/C'•:•:-. tAltKlUK vw 4.11 to L,: -.:u LJLLL T - D2 42 TOP RAIL 43 LATCH STILE 1fI k— .30" to 0.67) - UILLIJ mitiar mi s: annew PAll IT, EXTERIOR INTEF d 5' GLASS BITE EXTERIOR INTERIOR iG >= 0.42) frame screws) is 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS GI GLAZING DETAIL 5 insulated glass w/ smc lite frame VI11Z4100 S' GLASS BITES I Z6 INTERIOR 25 221 25 v 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. X1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 18 29 SEE NOTE 1 Ir 14) 4 ( 1-1) 7 L 20 C'SINK TYP.) INTERIOR EXTERIOR RIZONTAL CROSS SECTION wing shown - inswing approved 5 4 3 6 6 6 rb ad tical 31 ", A/) INTERIOR EXTERIOR 3 Y 4 5 5 5 5 OTE 1 INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15' C'SINK TYP.) 8 7 EXTERIOR 40 20 INTERIOR 10 U C I ISI LI L I ff IRIZONTALCROSSSECTION wing shown - inswing approved 5 4 3 6 6 6 rb ad tical 31 ", A/) INTERIOR EXTERIOR 3 Y 4 5 5 5 5 OTE 1 INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15' C'SINK TYP.) 8 7 EXTERIOR 40 20 INTERIOR 10 U C d ov w a v D 63 19 oN INTERIOR U 60 61 SS SECTION inswing L INTERIOR EXTERIOR r4-""\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements Is. 4v - EXTERIOR O EXTERIOR CROSS SECTION INTERIOR kD(s) r, w rCZ p ° E o p ..... p n • a o ° o o s J _ A C W 19 M r^za C; SEE NOTE 1 EXTERIOR IERTICAL CROSS SECTION utswing shown - inswing ilso approved EXTERIOR EXTERIOR SEE NOTE 1 l M INTERIOR 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru sill at 4" in from eoc INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration ASTRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING s comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. MIN. -"CLEARANCE:.... MIN..CLEARANCE- UN :::; :: `:.::::...... ..... . TO -MASONRY:;.:::; : TO:ADJACENT.:: DMENT. .::.:..:.:.::..:.:.... . ANCHOR:: 2" 4n 1/4!' 1 1" 4" MASONR' OPENING FRAME 1 2X BUCK ASTRAGAL STRIKE JAMB DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63i 65x66 i I I I I I I I 11 SEE DETAIL I I I L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M NP ONLY N F TYP. SILL SEE DETAIL I FRAME ANCHORING Masonry 2X buck construction DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) zo M C4 N EO N HINGE JAMB LATCH & DEADBOLT DETAIL FRAME ANCHORING Masonry I X buck construction s may be adjusted to mointoin the min. X ON CENTER" must be odjusted to or joints, odditionol concrete anchors I CENTER" dimension ore not exceeded. MIN.':UEARANCEj-M .-:C-LE ARANCE MASONRY.*.'.. -"-'-:.".'--.TO ADJACENT..... TO ...... .. EDGE MASONRY:.'. . ...... . EDGE C OR': HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL SEE MAIL polls TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE MAIL FRAME ANCHORING Masonry I X buck construction s may be adjusted to mointoin the min. X ON CENTER" must be odjusted to or joints, odditionol concrete anchors I CENTER" dimension ore not exceeded. MIN.':UEARANCEj-M .-:C-LE ARANCE MASONRY.*.'.. -"-'-:.".'--.TO ADJACENT..... TO ...... .. EDGE MASONRY:.'. . ...... . EDGE C OR': HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL 95.25' l.88" 18.38" 20.63' 18.5' 14.38" 13) TYP. 3.25' TYP. SEE NOTE 1$T-4— 0.06' io C4 r 0.13. ASTRAGAL DETAIL THROW AT THE TOP AND TYP. 13, 0 4.S' 3.25' 7' 0.75' N 2.17' c5 I6 OUTSWING SIDEUTE Spacer 2.14" l 1.69" —1-1 1_ 3I BUMP FACE THRESHOLD LOW P. WOOD 22 1/8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACICONCRETE NFORMING TO ASTM C90 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS JNER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3141. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2" PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 1 66 13116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 61 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL N 2.17' c5 I6 OUTSWING SIDEUTE Spacer 2.14" l 1.69" —1-1 1_ 3I BUMP FACE THRESHOLD LOW P. 1/2/2018 Florida Buildinq Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts dbpr Product Approval USER: Public User 414= p= Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL * FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i7 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsidinger@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 O 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 i -0i 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:/hvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXCwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD 10/10/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.8 1 SERIES 430/440 ALUMINUM SGD Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.Ddf C t b d e n I it a SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00498E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510805D.Ddf Created by Independent Third Party: Yes 4 Installation Instructions FL15332 R4 II 08-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.odf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96", Installation Instructions FL15332 R4 II 08-02249C.Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.Ddf Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 II 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510808D.udf SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions https://www.fl fada—yl diD c[o tlAlDdldtlD Ca>vn-C,F IN1 ku3?m`„CO Ev3 2fBnuBf`CBS r4i U 1/5/2018 Approved for use iniHVHZ: No FL15332 R4 II 08-00502E.Ddf Appioved.for use. outside HVHZ: Yes Verified'By: Luis Roberto Lomas;62514 IRipact•,Resistant:, No Created by Iridependent Third Party: Yes Daiign P essuMe::N%tA' Evaluation Reports OtWr:•REFER;TOiliPP•,ROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 ,R4 AE 510809D.Ddf RATINGS Created by Independent Third Party: Yes 15332.9I 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 II 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 FLIS332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: fL0010® Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL,: EXTRUDED ALUMINUM. 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFQUIRFD FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. S. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 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 0-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 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. IDESCRIPTION I I NOTES 2 — 3 1 ELEVATIONS 4 — 10 1 INSTALLATION DETAILS I I — I m 1 A I ADDED CHARTS 03/05/12 1 R.L. 8 REVISED PER NEW TESTWC 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALATKIN DETAILS 07/30/15 R.L. E REVISED INSTALLATION "OETAIIS 06/20/17 R.L. SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 5Lp i i GEN't---f 51SERIES420SGD_ 96' X 80' NON—REINFORCEDNOTESAAii'OF0• 'vim oF''PIORIOP• olur,a: o c No. av 08 E 0iIIAI1I G``` MAL o" s"xctiNTS02/23/09 Of 1098 Luis R. Lomos P.E. FL No.: 62514 LROOEERMLawvaE. NZWOODFOROROLEWuvntF Mc27= JV 488.0 09 iaonusQtrbmvp mm I FI HI 6' MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 17' r MAX D.C. r 6' MAX M J0.0 36.0 420 4&0 17' MAX O.C. 10' I 0 X LAX AME ICNT 6 MAX 1 - SERIES 420 SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECHARTS a1 AND 42 FOR OTHER (NITS RATINGS NOTES: 1. MAXMIU.I4PANEL SIZE:401Q'x79' 2. MAXIMUM O.L.O.: 44 Wx 74 &r HARDWARE SCHEDULE PART 999.04.145) LOCATED 30 314.ONCE, PART OW17.195) AT EACH END OF PANEL 6' MAX CHARTss WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET I Design pressure chart (pso Fmm SYlple Parol and Total Frame Wblh (in) M J0.0 36.0 420 4&0 RLV19d6 80.00 T200 81.00 9600 Pos Nag Pas I Nog Pas Neg Pas Nog Rcv I- r sphow WTE APPAM A ADDEO CHARTS 03/05/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 1 R.L. Design pressure chart (pso Fmm SYlple Parol and Total Frame Wblh (in) M J0.0 36.0 420 4&0 l ti 80.00 T200 81.00 9600 Pos Nag Pas I Nog Pas Neg Pas Nog 80.0 40.0 1 $5.1 1 40.0 482 40.0 1 43.4 40.0 '40.0 CHART *2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design Pressure chart (psO Frame d PaW aro Total Frame Width (U140.0 Hoigrt 30.0 360 420 l ti 60.00 7200 84 00 Pos Nog Pas Nog Pas Nog 80.0 55.1 55.1 48Z 48.2 43A4 43.4 CHART R3 NuMbor of anchOF IOearlons reaulrod Sao, Singb Parol and TOW From Width (N Fight 30.0 360 4z0 4&0 I^) 60.0 7zo 84.0 960 H&S Jamb H&S Jamb H&S Jamb H&S Jnm0 80.0 4 5 5 1 5 1 6 1 5 1 6 1 3 - 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 scut NTS I a1E 02/23/09 1 SNM 2 OF 70 BOTTOM L ROWATO LOM tS P.E. 14T7 WOODFORD RO LEWISVILLE, NC 270:9 4}149e•04D9 bnurprmm SIGNED: 06120/2017 STAT SEOF O OR%,V, G''` 01YA . L a\` Lu13 R. Lomas P.E. FL No.: 62514 I FT HI 6' MAX CHART d Num&wo/sndW I9"V*nsropWNld WO 96- MAX FRAME WIDTH NNph1 70.0 J6.0 1 420 A.0 MO491 no NA 060 1) ANCHOR PER LOCATION 8 5 5 1 5 1 6 5 1 8 1 5 10/29/13 AT HEAD & JAMBS C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. SEE CHART 14 REVISED INSTALLATION DETAILS 07/30/15 R.L. E FOR NUMBER OF 06/20/17 R.L. LOCATIONS REOUIREO 17' 6 MAX r I O.C.r 6' MAX 17- MAX O.C. O X 10- - a tAX AME IGHi 6 MAX 6' MAX CHART d Num&wo/sndW I9"V*nsropWNld WO Shoo Panol aro Ta1d Um w5mh (hl NNph1 70.0 J6.0 1 420 A.0 MO491 no NA 060 mb H6S JsmO H&S lam0 N45 bm0 8 5 5 1 5 1 6 5 1 8 1 5 1 SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATWO SEE CHART e4 FOR NUMBER OF 140.OPSF NONE LOCATIONS REOUIREO SEE CHARTS or AND 42 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE. 48 1,r x 79- 2. MAXIMUM O.L.O.: 44 S r x 74 S/r HARDWARE MOUNTEO EACH ENO OF PANEL BOTTOM RAILS Rn I OCSCRPMN aTc• AVPRQVW I ADDEO CNARTS 03/05/12 ILL 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON -REINFORCED FIN ELEVATION CPA= owe eo. F.A. 08-00498 scut NTS 02/23/09 —3 OF 10 L AWRf0 LOMAS P.E. 1472 10000F+ORO RO LEINISVILLE. NC 2102? 4 Ia66Q609 /AornisQihbmsspr.Com SIGNED: 06/20/2017 0 P61 ••+= E OF i0 cF''r OR10• j` /c )NAL11 G` Luis R. Lomas P.k. FL No.: 62514 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR NOTES: 1. INTERIOR ANO EXTERIOR FWISHES, 8YOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO 6E DESIGNED W ACCORDANCE W?H ASTM E2112 1 3/8- MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE E SET IN 1/2- MIN. APPROVED EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. EMBEQMENT OR 2X BUCK I BY OTHERS WOOD FRAMING ADDED FLANGE AND FIN INSTALLATIONS 1/4 - MAX. 9W R.L. SHIM III10 WOOD SPACE SCREW 06/20/17 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR NOTES: 1. INTERIOR ANO EXTERIOR FWISHES, 8YOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO 6E DESIGNED W ACCORDANCE W?H ASTM E2112 1 3/8- MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE E SET IN APPROVED SEALANT ADDED CHARTS 10 WOOD R.L. SCREW 10/29/13 WOOD FRAMING ADDED FLANGE AND FIN INSTALLATIONS OR 2X BUCK R.L. SY OTHERS MIN. R.L WENT 06/20/17 MIN. STANCE RMSgR$ Dc5cwToR CAM APPROVED ADDED CHARTS 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 07/30/15 R.L REVISED INSTALLATION OErAILS 06/20/17 R.L 1/4 MAX. SHIM SPACE T'—M INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX SUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96- X 80` NON—REINFORCED FRAME INSTALLATION DETAILS oRN.rn owc ra F.A.08-00498 sc*ut NTS 0A1C 02/23/09 —4 OF 10 I. ROBERTO LO UALS P.E. 14L w000F= RD LEWISVILLE NC _7= 43448606119 dbM8$v&AMw aoarn SIGNED: 06/20/2017 S RAIL/O v•pENs•9J1.% 0,,6251 P ; STTAATfr OF ci Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN, EDGE DISTANCE 1/4• MAX. O. r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ILL TO BE SET IN BED OF PPROVED SEALANT i/2• MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATXNV NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARrrY. Z PERIMETER AND JONT SEALANT BY OTHERS TO BE DESiGNEO IN ACCORDANCE WfTHASTM E2112 T 1/2' MII EDGE DISTA I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV OCKROlwN art APPROVED A ADDED CWIRTS 03/05/12 R.L. 9 REIASEO PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND nN INSTAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED NSTALLATION OETAILS 06/20/17 R.L. i. .— JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 60' NON—REINFORCED FRAME INSTALLATION DETAILS ORMft OwC N0. F.A. 08-00498 scut NTS I °"'E 02/23/09 1 s"E'T5 OF 10 L ROSERTO LOMAS P.E. IutWODOFORORO LEWISVXLE. AC zaa 44.-6660kv b+mu+oebMeowcom SIGNED: 06/202017 VOENy.F'9 1i 61251• * _ QTTATTcE OF F1S`LORI. Luis R. Lomas P.E. FL No.: 62514 REWMNS 1 1/2" MIN 1" MIN. III--- aEv oE9taivtroN WE AvvaovtD SEPARATION EDGE DISTANCE I A ADDED CNARTS 03/05/12 R.L. B RMSEO PER NEW TESTING 10/29/13 R.L. C ADDED iIAxGE AND FlN INSTALLATIONS 12/06/13 R.L. n • : 1 1/4" MIN. 0 REVISEO WSTAUATION MATS 07/30/15 R.L. e. ; °:. EMBEDMENT 1 1/4" MIN, CONCRETE/ • _ EMBEDMENT E MASONRY REVISED INSTALLATION DETAILS 06/20/17 R.L. BY OTHERS r 1/4• MAX. r SHIM SPACE OPTIBUNAL — T T ` 1/4" MAX. TO BE 1' o I SHIM SPACE PROPERLY MIN, I INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCONMIN I 11 EXTERIOR INTERIOR SEPARATION 1 i SILL TO BE SET IN :a A BED OF APPROVED SEALANT 3/16• TAPCON 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1X'BUCIL JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETE/MASONRYINSTALLATJOW BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: y LIA' 4"MIN. 1, INTERIOR ANO EXTERIOR FINISHES, BY OTHERS. EDMENT NOT SHOWN FOAOLARITY, e . • °'' 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WffH ASTM E2112 SIGNED: 06/20/2017 2 7/B' MIN 1" MI MI WINDOWS AND DOORS LLC LL1111'IiISEPARATIONEDGEDISTANCE 650 CWEST RATZ MPAKE7030STREET JN J — - - . F VERTICAL CROSS SECTION . \ SF ,s CONCRETE441SONRYINSTALLATION SERIES 420 SGO *•,l4o,,,,6622SJA' 96' X 80' NON—REINFORCED= FRAME INSTALLATION DETAILS Zio s< TAT Of , oaAww DIG r% acv i'c-'°1OR10:•? Sr" NTS ° >< 02/23/09 08 ' 68 OF 10 E i SSIDNA ` 1SNG\. LROSERTOLOMOP.E Luis R. Lomas P.E. t4= W000FOW RD LEMASVALE NC 2, 438-6804W I FL No.: 62SIA WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW 00 FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX, SHIM SPACE 11110 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK IWALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS NOT SHOWN FOR CURDY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT T_ 1/2' MIN. EDGE DISTANCE d10 WOOD SCREWS IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT MIN. wvc U151ANCE RflISONS oescowim DATE APOROVCO ADOEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTINC 10/29/13 R.L. ADDED FIANCE ANO FW INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETALS 07/30/15 R.I. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOW 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 oMWt OMC NO. F.A. . 08-00498 arm NTS I 0`E 02/23/09 —7 OF 10 L RWERTOLOMA9 P.E IAV W000FORD RD LEW7SVfL &AIC 270.21 43a6804M dbaus@*bniWwm SIGNED: 06!20/2017 lk to pQ, TAT 5E OF ; cF 0R\ov,. ZONA ` 1ENG` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. SHIM SPACE J10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN L BED OF IPPROVEO SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. N?ERIOR ANO EXrER/OR FINISHES. BYOTHERS NOr SHOWN FOR CLARITY'. 2 PERIMETER AND JOwrSEALANI BY 077IERS TO BE DESIGNEO INACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE OISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVigONS M1E APPROVED ADDEO CHARTS 03/05/12 R.L REVM PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FIN INSULLATIONS 12/06/13 R.L. REVISED INSTAUATION OETAILS 07/30/15 R.L. REVLSEO INSTALLATION DETAILS 06/20/17 R.L. c v nn JAMS INSTALLATION DETAIL METAL STRUCTURE WSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON—REINFORCED FLANGE INSTALLATION DETAILS ORAYft OrG R0. F.A. 08-00498 WALE NTS JaAlc 02/23/09 s"m8 OF 10 L RWRTO UAW P.E. 04W NOOOFO W RO LEWISVILLE, NCZ?= 7sdlsdbaog dmrnaA9aLana Pr oan SIGNED: 06120/2017 N 6j iv ENqA0' 9,' P SE OF •, O R ';ORIOP• S/ONA 11'EV\\N Lu13 R. Lomo3 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. 14, EMBEDMENT r 1/4' MAX. 1 SHIM SPACE1IL-11 w6 EXTERIOR 2 7/8- MIN SEPARATION VERTICAL CROSS SECTION CONCRETE/ SONRYINSTALLATOY 3/16' TAPCON INTERIOR 3/16- TAPCON Nn RL%=gs OESCOanI10.r GATE APORQ+W A BED OF CONCRETE/MASONRY A ADDED CHARTS 03/05/12 R.L JAMB INSTALLATION DETAIL 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FIANCE AND FW INSTALLATIONS 12/06/13 PLL 0 REVISEO INSTALLATION DETAILS 07/30/15 R.L. 1 MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L y 1 1/4- MIN. 1/4' MAX EMBEDMENT SIGNED. 06/2011017 SHIM SPACE MI WINDOWS AND DOORS LLC R II` 650 WEST MARKET STREET S 1' MIN, GRATZ, PA 17030 GENSF'ys•= EDGE DISTANCE MIN. a INTERIOR E EDGE LA96" FLANGE INSTALLATION DETAILS I Cu:: tom` DISTANCE . oRA>,ll: ITA'C roo. aEv FS ,<OR10. G?` O8-00 98 E OY11ENTS 02/23/09 9 OF 10 L ROHERTO COMAS P.E. 143?IVO FM RDLEWISvuLENC27021 LUIS R. Lomas P.E. FL No,: 62514 v 3- MIN SEPARATION v • ' ' 3/16- TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONAYWSTALLATION TO BE PROPERLY SECUREDLSEENOTE3SHEET1 NOTES: 1. INTERIORANO EXTERIOR FINISHES. 8YOTNEn NOT SHOWN FOR CLARITY. I 2 PERIMETER AND JOINT SEALANT 8Y OTFIEAS TO 8E y 1 1/4- MIN. OESIGNED IN ACCORDANCE W/TN ASTM E2112 EMBEDMENT SIGNED. 06/2011017 MI WINDOWS AND DOORS LLC R II` 650 WEST MARKET STREET S 1' MIN, GRATZ, PA 17030 GENSF'ys•= EDGE DISTANCE SERIES 420 SGD 0 X 80' NON -REINFORCEDOTAIL E LA96" FLANGE INSTALLATION DETAILS 0 TAT OF ; a Cu:: tom` oRA>,ll: ITA'C roo. aEv FS ,<OR10. G?` O8-00 98 E OY11ENTS 02/23/09 9 OF 10 L ROHERTO COMAS P.E. 143?IVO FM RDLEWISvuLENC27021 LUIS R. Lomas P.E. FL No,: 625144a64M609rufpabmaspoom WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4• MIN. EMBEDMENT APPROVED SEALANT — BEHIND FIN 7/16" MIN EDGE OISTANCE 1/4• MAX SHIM SPACE 7/16• MIN EDGE DISTANCE EXTERIOR 1/2• MIN. EDGE DISTANCE REk90N5 JAMS INSTALLATION DETAIL OCSORpn0N DATE APPROvCD WOOD FRAMING OR 2X&ICKINSTALLATION METAL STRUCTURE 1 R.L REVISED PER NEW TESTING BY OTHERS APPROVED SEALANT ADOED FLJWCE ANO FIN INSTALLATIONS TRIM BEHIND FIN 1 1/4• MIN. 07/30/15 g8 EMBEDMENT W00D FRAMING 06/20/17 SCCREWREW BY OTHERS INTERIOR 1/4" MAX HOOK STRIP 7/16• MIN EDGE DISTANCE EXTERIOR 1/2• MIN. EDGE DISTANCE REk90N5 OCSORpn0N DATE APPROvCD ADDEO CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADOED FLJWCE ANO FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. RENSEO INSTALLATION OETAILS 06/20/17 R.L 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP ---' L SHIM SPACE #10 SELF DRILUNG SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS iA. NOTES: 1. INTERIOR MIO EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO HE OESIGNED IN ACCORDANCE WITH ASTM EZI 12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT S10 CREW000 I I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4N000 FRAMING 1 1/4• MIN. EMBEDMENT r 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY.CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON—REINFORCED FIN AND HOOK INSTALLATION DETAILS ORAWft owc NF F.A.08-00498 VAU NTS I D""' 02/23/09 SNEE110 OF 10 L AMRTO LOWS P.E. IAX W000FOR0 AD LEWNSVRIE. NC. -7= J3&6W4M abmasw.own SIGNED: 06/20/2017 to NN 1*3 .,•\ GENSF9iJ G D 51 13 STATE OF 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 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. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. 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 OVERHUNG 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 #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 8. 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. X0. XX, XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RDI1901$ 11CSgtivnpr 06TE I *R0,M ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATKN DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 1 R.L. SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 650 v11111rN GRWEST A Z. MARK 0STREET 30 a6 1t = g *•4T4AlTi SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" NOTES 10 , OF izisS10NA Lula R. Lomas P.E. V.L.08-02249 C rte` NTS aTc 10/30/13 s"w l OF 10 LRWilr0L0&"SP.E. I WOOOF0AOROLEH7SwtLE,NCt70S9 436-609-009Abmesptbms vcom FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 63 FOR NUMBER OF LOCATIONS REQUIRED 6' MAXr 17' MAX I [-- TO.C. -i 6" MAX 6" MAX 17' MAX O.C. 96' MAX FRAME HEIGHT 6" MAX L /11 SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEE CHARTS Of AND 022 FOR OTHER UNITS RA77NGS NOTES: 1. ' MAXIMUM PANEL /1' SIZE: 401 r 95' 2. MAXIMUM Sex 90548• AT 36 3I4.ON CENTER FROM PAN AT EACH ENO OF PANEL BOTTOM 1T ALL P/NFL INTERLOCKS CHART 4I WHERE WATER INFILTRATION RESISTANCE IS REOUIREO, cce ..nx a rurrr . Design pressuro chart (pso Desi94 pressure chart (psO 54ob Knot and TOW Frain W.M (in) 1 J0.0 1 36,0 420 40.0 t1) 60.00 7200 KOO Pot NOV Pot Not tNap840 420 40.0 5&4 40.0 50.9 042.0V.1 Sao 40.0 55.2 40.0 4&0 439.4920 6400 POS Hop 40.0 5L4 40.0 45.4 196.0 840 40.0 49.5 40.0 43.1 .0 35.0 CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I CHART n Desi94 pressure chart (psO Frwe single PMd and TUN FWx Wd01(n) OAI 310 1 390 420 49.0 60.00 7200 POt Nap Pot Hop 6400 POS Hop 96.00 Pat Hop 840 50.4 5&4 50.9 50.9 45.7 45.7 42.0 4L0 60.0 055.2 53.2 4& 0P-14&41 43.0 43.0 39.4 39.4 D20 521 52.4 16.4 40,8 40.6 37.1 37.199049.6 49.8 43.15 30 4 38.4 35.0 3S.0 CHART n acy6low 0cScNpr4" we APPWIM ADOEO FLANGE MIO FW INSTALLATION 12/10/13 R.L. REV19E0 INSTALLATK)N DETAILS 08/03/15 R.L. REVISEO INSTALLATION DETAILS 06/21/17 R.L. MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V•L 1 08-02249 • I C ' t- NTS - 10/30/13' -2 OF 10 1 1472 NOOOFOW RD LEW:$V"6 NC 27023 i74rtaa6o9 rdo+r+a.Ptrbmama.com SIGNED: 06t2lt2017 JSti X111 fl/ O',/, CENSt;1'P 0 61 •1t E N. ZORIaP Luis R. Lomas P.E. FL No.: 62514 Numaa oroncAorloWV0ntroeulra4l From Sr" P4W and Tatl Raro WkM (b) J0.0 36.0 420 4&0 n) 60.0 Teo 1 "a Has I Jamb I N&S I Jamb I N6S JSnIO Sao HdS Jamb 04.0 46 5 8 6 6 8 F. 80.0 4 8 5 6 6 6 6 6 020 4 0 S 0 0 6 6 6 0&0 4 6 5 8 6 6 6 6 acy6low 0cScNpr4" we APPWIM ADOEO FLANGE MIO FW INSTALLATION 12/10/13 R.L. REV19E0 INSTALLATK)N DETAILS 08/03/15 R.L. REVISEO INSTALLATION DETAILS 06/21/17 R.L. MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V•L 1 08-02249 • I C ' t- NTS - 10/30/13' -2 OF 10 1 1472 NOOOFOW RD LEW:$V"6 NC 27023 i74rtaa6o9 rdo+r+a.Ptrbmama.com SIGNED: 06t2lt2017 JSti X111 fl/ O',/, CENSt;1'P 0 61 •1t E N. ZORIaP Luis R. Lomas P.E. FL No.: 62514 c M FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART ®4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX6' MAX I O.C. I 6' MAX 6' MAX Numboro/onchorlocadonsraoulrod 17" MAX O.C. 6• t— AX kME GMT 6" MAX Ramo 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SIACHORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING 1MPACTRA7W6 REOUIREO t35.0PSF NONE SEE CHARTS OI ANO a SHEET 2 FOR OTHER UMfTS RA7WGS NAROWARESCHEOULE FLAT MOUNTED HANDLE SET (99-04.145) AT 36 3N• ON CENTER METALLIC TANDEM ROLLERS (MI 7-195) AT EACH ENO OF PANE 1MNUM 6063•T6 REINFORCEMENT (966) AT ALL PANEL NNTERLO FtLv I ocscapaR 114% - A ADDED FIJWGE AND FIN INSTALLATION 12/10/13 R.L B REVISED VMALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SUE: 40 Ilr r 95' 2 MAXWUMO.L0.:44SB•R905B CHART o4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION AM CK NO. I R V•L• 1 08-02249 NTS 1— 10/30/13 1-3 OF 10 L A06ERTO LOMAS P.E. NX V.=0FOM RO L&ASVU& NC 27021 434404M rapnullfiws noamm SIGNED: 06/21/2017 0 GEHSF'`P 5'.x: pO TAT OF i Rs: • 4R1C1: G?\J ONA ` 1Ea`. Lula R. Lomas P.E. FL No.: 62514 Numboro/onchorlocadonsraoulrod Ramo SbNpb Panol and Toul Uk* Width (Nn) SOK 30.0 J6 0 120 46.0 ih) 60.0 1 0 1 84.0 96.0 HAS I Amo I H&S Amo I H&S Jamb N6S JomO 84.0 s 6 5 6 8 8 6 6 daf 0 4 6 5 6 6 6 6 6 920 4 6 5 6 6 6 6 6 9R0 d 8 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION AM CK NO. I R V•L• 1 08-02249 NTS 1— 10/30/13 1-3 OF 10 L A06ERTO LOMAS P.E. NX V.=0FOM RO L&ASVU& NC 27021 434404M rapnullfiws noamm SIGNED: 06/21/2017 0 GEHSF'`P 5'.x: pO TAT OF i Rs: • 4R1C1: G?\J ONA ` 1Ea`. Lula R. Lomas P.E. FL No.: 62514 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROvED SEALANT MIN• ENT IIN. wvc Vg1ANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTAL.LATOV NOTES: 1. INTERIOR ANO EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACOOROANCE WITH ASTM E2 I Z 1 3/8' MIN. EMBEDMENT T_'_- 1/2' MIN. EDGE DISTANCE 1 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE RDISIONS CEsc%pnom are APPRM ADOEO FLANGE AND FlN INSTALIATKIN 12/10/13 Rd, REVISEO INSTALLATION OEUILS 08/03/15 R.L. REVISED INSTALLATION OETMLS 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION 1/2' MIN. MI WINDOWS AND DOORS LLC I EDGE DISTANCE I WOOD FRAMING 1 3/8" OR 2X BUCK ENTEMBEQMENT 1BYOTHERS z *• 51 1/4 - MAX. OPAWx' SHIM 110 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROvED SEALANT MIN• ENT IIN. wvc Vg1ANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTAL.LATOV NOTES: 1. INTERIOR ANO EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACOOROANCE WITH ASTM E2 I Z 1 3/8' MIN. EMBEDMENT T_'_- 1/2' MIN. EDGE DISTANCE 1 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE RDISIONS CEsc%pnom are APPRM ADOEO FLANGE AND FlN INSTALIATKIN 12/10/13 Rd, REVISEO INSTALLATION OEUILS 08/03/15 R.L. REVISED INSTALLATION OETMLS 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 o F' SERIES 420 SGO REINFORCED WITHOUT ADAPTER FRAME INSTALLATION DETAILS z *• 51 A • TAT OF40 OPAWx' A*' ITEC +o. 08-02249 REv C 5CAU NTS o"rz 10/30/13 T4 Of 10 L ROBERTO LOWS P.E. 84=WOOOPORD 90LEW4VUE. NC 27027 Luis R. Lomos P.E. 43+a36-060 1Qwna66w1a„L3'vvCam FL No.: 6251a METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. j EDGE DISTANCE r 1/4- MAX. I F SHIM SPACE 810 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA770N NOTES: 1. INTERIOR AND EXTERIOR FINISHES SYOTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT T- 1/2- Mil EDGE OISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS RLv DESOMP110n DOEI -PRO-TD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 1 R.L. C REVISED INSTALLATION DETAILS 06/21/17 1 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTAL LA TON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- X 96" FRAME INSTALLATION DETAILS OWWN. OWC NO. R V•L- 08-02249 uLLc NTS °LTL 10/30/13 y' S OF 10 L ROOERTO IOWAS P.F. 1422 wAODFORO AD LFw svV LLE A1C 27027 ueasacos laemrew.. SIGNED: 06,21/2017 0,,626 . I TATE OF iX,tL` 4OR1DV"',W ONA ` 1%\\\ G` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. avraNs MTE APPRQvCD SEPARATIONEDGE DISTANCEEl r A ADDED FLANGE AND FIN INSTALLAnoN 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 06/03/15 R.L. C REVISED INSTALLATION OETAILS 06/21/17 R.L. d d 1 1/4' MIN. EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE 77 OPTIONAL IX BUCK 1 1 • 1/4• MAX SHIM SPACE TO BE MIN. INTERIOR PROPERLY EDGE I SECURED DISTANCE SEE NOTE 3 SHEET 1 I II a3/16' TAPCON 3' MIN I SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL IX BUCK CONCRETE4WISONRY INSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 d • . f NOTES., 1. a 1 1/4 MIN. INTERIOR ANO EXTERIOR FINISHES, SY OTHERS. d' ..'• • • EMBEDMENT NOTSHOWNFORCLIRITI d 2. PERIMETER AL4NT BY TO BE a HERS DESIGNED ACOOROANCP ASTM SIGNED: 0621/2017 MI WINDOWS AND DOORS LLC 2 7/8' MIN 1' MIN. 650 WEST MARKET STREET S R' LO (// SEPARATION EDGE DISTANCE GRAT2, PA 17030 G E LYS VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER *• 0 61 * = CONCREr&u450NRrINSTALLATIau 96" X 96" FRAME INSTALLATION DETAILS O•• TATE OF :` oRAhc owcw. F•1aR10;•'` v.l 08-02249 rtcv tlo* C // i ilex W`CE NTS °i`TE 10/30/13 —6 Of 10 IIIIILII C.ROVER70COMAS P.E. 143?W000FORORDLFWISVRLENCZ2a2T Luis R. Lomas P.E. 4u4n.0609 onus 06ms yor °om FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING F 1 1 3/8' MIN. OR 2X BUCK 1 EMBEDMENT BY OTHERS I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4* MAX, SHIM SPACE 10 WOOD SCREWS EXTERIOR W J U INTERIOR GWC VIJ IAVrMG VERTICAL CROSS SECTION WOOD FRA14ING OR 2X BUCK INSTALLATfON NOTES: I. INTERIOR AND EXTERIOR FINISHES• BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESCNEO IN ACCORDANCE WITH ASTM E2112 TO BE SET IN D OF OVED SEALANT MIN. WENT 1RN510N5 oesampf" O -W APPWWW ADDED iLANGE AND FIN INSTAUAT10N 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 r.L 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2' MIN. INTERIOR EDGE DISTANCE 10 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED. 06/2112017 MI WINDOWS AND DOORS LLC IIIA//I . 650 WEST MARKET STREET GRATZ. PA 17030 5 it• LOQ/ice M;EIvs SERIES 420 SGO REINFORCED WITHOUT ADAPTER g 96" X 96" FLANGE INSTALLATION DETAILS T:: -A 5TAE Or - F '- o, W• z K MNG Ma v% S:< ORIOT: G: 08-02249 C scu[ °"'E SjlO11jA11?`\` NTS 10/30/13 —7 OF 10 LROBERTOLOLKi P.E. RD LE1471M000FOR0 M7SVUL NC 2747 LYIS R. Lomas P.E. 434- acus dboi eftn"Or.cwn FL No.: 62514 1/2" MIN. EDGE j— DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTLIREWSTAUATION NOTES: 1. WTERJOR AND EXTERIOR FINISHES. BYOTNERS. NOT SHOWN FOR CLAAm. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE OISTAN( 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS It 1AgON5 ale APPROVED A ADDED FIANCE AND FW INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAIL$ 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/2112017 MI WINDOWS AND DOORS LLC 1u111 ru 650 WEST MARKET STREET ft..LO iiGRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 6 tr 96' X FLANGE INSTALLATIOTIO N DETAILS E top , TA OF V L orc "° my'cFS; O . A,t0Rit 08—02249 C NTS 10/30/13 X89 OF 10 L R08ERT0L0MAq P.C. 14L R.000FOR0 RD LEMsVILLE. AC LUI3 R. Lomas P.E. 01-W409 townasobbmw. FL No.: 62514 1 1'/2' MIN, 1- MIN, SEPARATION EDGE DISTANCE a" 1 1/4MIN. eCONCRETE/ .' EMBEDMENT MASONRY I BY OTHERS 1/4- MAX. SHIM SPACE OPTIONAL 1X 8UCK TO BE TIOFLANGEINSTALLATION DETAILSNf PROPERLY SECURED MIN, SEE NOTE 3 RAP C SHEET t T HTSxA1tHTS ° TE 10/30/13 s"T9 Of 10 3/16- TAPCON EXTERIOR ( j_J UJ INTERIOR SILL TO BE SET IN A BED OF 3/16' TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS a. 1 1/4• MIN. a, EMBEDMENT f. 2L717/8S'7 MIN, 1* MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMk$ONRYWSTALLATIOW RM90NS RNA'+ DATE APPROVED A ADDED FLANGE AND FW INSTALLATION 17/10/13 R.L. B REVISED INSTALLATION OEUgS 06/03/15 R,L, C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN, EMBEDMENT I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. - NOT SHOWN FOR CLARITY. 2 PER'mETER ANO JOWT SEALANT BYOTNERS TO BE DESIGNED IN ACCORDANCE MTN ASTM 62112 SIGNED. 06/21/2017 J 1/4 MAX. I r SHIM SPACE MIN. 650 WEST MARKET STREET GRATZ. PA 17030 EDGE 9s i AT F DISTANCE 96' x TIOFLANGEINSTALLATION DETAILSNf p0:AT OF11,2 i F•'PfOR10S • • • . • - G \ MIN, owc R0. 08-02249 RAP C SEPARATION T HTSxA1tHTS ° TE 10/30/13 s"T9 Of 10 L ROBERTO LOMIS P.E. I4M W000FORO Ro LEWtSVXLE. MC zMLt v Luis R. Comas P.E. O&MI&OW9 awws®aon3op„som FL No.: 62514 3/16' TAPCON ; CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL C0NCRETE4NASONAY INSTALLATION MOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. - NOT SHOWN FOR CLARITY. 2 PER'mETER ANO JOWT SEALANT BYOTNERS TO BE DESIGNED IN ACCORDANCE MTN ASTM 62112 SIGNED. 06/21/2017 MI WINDOWS AND DOORS LLC 1luulrn, 650 WEST MARKET STREET GRATZ. PA 17030 5 FL LO41 i v . -G F Als' 9s i AT F SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96' x TIOFLANGEINSTALLATION DETAILSNf p0:AT OF11,2 iF•'PfOR10S • • • . • - G \ okmft V.L. owc R0. 08-02249 RAP C T HTSxA1tHTS ° TE 10/30/13 s"T9 Of 10 L ROBERTO LOMIS P.E. I4M W000FORO Ro LEWtSVXLE. MC zMLt Luis R. Comas P.E. O&MI&OW9 awws®aon3op„som FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN, EMBEDMENT T - APPROVED - SEALANT BEHIND FIN 8 WOOD SCREW 1/4 MAX SHIM SPACE 7/16' MIN EDGE DISTANCE OAS*ms my we .vvrtawo A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. 8 REVISED INSTAUATION DETAILS 08/03/15 R,1_ MASONRY,r,ONCRETE C ft'ASEO INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. 1/2- MIN. METAL STRUM RE a TRIM n 1 1/4' MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS WOOD TRIM 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED JAMB INSTALLATION DETAILEXTERIOR WOOD FRAMING OR 2X BUCK rasTALLATroN PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,r,ONCRETE APPROVED 1/2- MIN. METAL STRUM RE BEHIND FIN 1 1/4' MIN. EDGE BY OTHERS 1/2 MIN. EMBEDMENT DISTANCE EDGE DISTANCE 8 WOOD SCREW WOOD TRIM FRAMING BY OTHERS INTERIOR TRIM 1/4 MAX. INTERIOR 1 3/8' MIN, SHIM SPACE EMBEDMENT 7/16' MIN EDGE DISTANCE HOOK STRIP HOOK STRIP 10 SELF ORILUNG SCREW S10 W000 PANELSCREWEXTERIORINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR METAL STRUCTURE HOOK STRIP INSTALLATION 2X BUCK4Y000 FRAMING SIGNED: 06/21x1017 MI WINDOWS AND DOORS LLC 0%M1I1111/ 650 WEST MARKET STREET R' L0 GRATZ. PA 17030 5 N EF1"T 'p VERTICAL CROSS SECTION wOODFRAM/NGOR2x8UCK1NSTAl(ATKkJ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61 FOR SILL INS TALLA TION SEE SHEETS 4.9. 96' X 96' NAILFIN 6: HOOK IMSTALLATION DETAILS$TATE NOTES. OF EXTERIOR FINISHES, SYOTHERS, DRAWN:C Ko. RCV V.L.v 08-02249 i'4c.-.0R14t:' i s'vNOTSHO*WFORCcatrrY. C 2PERIMETER OIjIAj11O`\ AND JOINT SEALANTBY07HERSToBE NTS p 10/30/13 X10 OF 10OES/GNEDINACCOROANCE WITHASTME2112 C R09ER0LEWS LE. t.t72WVOOFORO RD LEN75Ya.LE NC 274'1 LYIS R. Lomas P.E. 4344SO- cog awws&ftnny..c" FL No.: 62514 Reviso6 FV 0c$cRlalaa GATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REOUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED WSTAWAT1oN DETAILS 0B/05/15 A.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 RL 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, 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD 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 EOUAL 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 BLACK 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 810 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 Gm0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). SIGNED: 06/22/2017 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-75 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. MI WINDOWS AND DOORS LLC 11a'1I1'lA, R.• 650 WEST MARKET STREET GRATZ. PA 17030 GENSF 9s• SERIES 430 SGO_*• 0 6 *= 143' z 80' NON REINFORCED o/k5NOTES E ¢ y TAT OF ry TABLE OF CONTENTS p yK REv ii 8`S=clORICT: G\ SHEET N0. DESCRIPTION F.A. SOS— 02 o tc E // jONA lINOTESNTS02/23/09 1 OF 9 2 ELEVATION LAMA4WwObor ROLaLEACZ s Luis R. Lomas P.E. 3 — 9 INSTALLATION DETAILS s+4a84w9 dbmaspvlwnawn.c*m FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART s3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX -{ t D.C. -{ 6' MAXO.C. 6' MAX T L 17'MAX 80' O.C. MAX RAMS T- 6' MAX I I /Y 11 / I I /, I SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS a AND "FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48I/." x Ar 2. MAXIMUM O.L.O.: 44 34.x 74 ZT HAROWARESCHEOULE HANDLE SET (99.04445) AT 38 314• FROM PANEL S0TT0M EM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS ocscWTON ADDED CHARTS REVISED PER NEW TESTING ADDED FIAMM INSTALUATIONS REVISED INSTALLATION OETAILS REVISED INSTALLATION DETAILS CNART s1 WHERE WATER INFILTRATION RESISTANCE IS AEOWREO SEE NOTE 9 SHEET I Design preswre chart (pso Frame Height n) Single Panel and Total Franc Width (in) 30.0 36.0 120 47.7 90.00 108.00 1 126.00 143.00 Pos I Nog Pas I Nog Pas Aleg Pas I Nog 80.0 40.0 1 54.9 40.01 48.0 40.0 432 40.0 40.0 CNAAT a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure chart (pso Frame Singe Panel and Total Frame Wdth (n) . Height n) 30.0 36.0 420 47.7 90.00 108.00 12000 143.00 POS TNg Pos Nog I Pos I Nog Pas I Nog 80.0 54.9 I 54.9 48.0 1 46.0 1 43.2 1 432 40.0 1 40.0 CHART /3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Heigh 30.0 3&0 420 47.7 n) 90.0 108.0 126.0 143.0 NdS Jamb Ras Jamb N6S Jamb N6S Jamb 80.0 6 5 7 5 8 5 9 S MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 108-00502 W4z NTS I 0"Tr 02/23/09 -2 OF 9 L ROSERTO LONA9 P.E. 1432 WOOOFOW RO LEW1Sv4.LE AC 27407 kw-w4w AIOWAs.avn are APYROVO) 03/06/12 R.L. 10/15/13 RA. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 0622/2017 511R I ILI0 ,/, pTAT E OF OR1Or • NAL 1? G`` Luis R. Lomas P.E. FL No.: 62514 d10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS CWC ULlUR" VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLA TON NOTES. 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED g10 WOOD MIN. SCREW HENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR rj <M JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: OW2/2017 1/2* MIN. RN Re"510NS O[SCRWgN MTE A7'PROV(b EDGE DISTANCE SERIES 430 SGID 143" FRA x 8S NON REINFORCED 07/ FRAME INSTALLATION DETAILS 5 E o ZTATOFss, A ADDED CHARTS 03/06/12 R.L. ow no 1 8 REVISED PER NEW TESTING 10/15/13 R.L. WOOD FRAMINGEMBE 1 3/8' MIN. LMMR70LOWSP.E. IA22 wVODAM RO LEWI5VRLE. NC 27a J' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L OR 2X BUCK MENT 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS - 1/4' MAX. E REVISED INSTALLATKIN DETAILS 06/22/17 I RL SHIM 10 WOOD SCREW SPACE 1 3/8' MIN. 1/4' MAX. EMSEOMENTSHIM SPACEr II 1E D MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR d10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS CWC ULlUR" VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLA TON NOTES. 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED g10 WOOD MIN. SCREW HENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR rj <M JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: OW2/2017 MI WINDOWS AND DOORS LLC 650 G ERASTZ.MPA 17030REET xxLxIII111/,,,, yJ E NSA p 5SERIES430SGID 143" FRA x 8S NON REINFORCED 07/ FRAME INSTALLATION DETAILS 5 E o ZTATOFss, i'°<c:•;<0R101;• : oRAne ow no ACV 08-00502 E s R. YTS R. Lomas P.E. L 62514 scar: ahNTS 02/23/09 3 OF 9 LMMR70LOWSP.E. IA22 wVODAM RO LEWI5VRLE. NC 27a J' 162•-66!-0609 H n2,1,Wmm METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1/4` MAX. SHIM SPACE 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR INTERIOR L TO BE SET IN BED OF APPROVED MANT AS OR RILUNG 1/ 2" MIN EOCE DISTANCE L-1 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, SY OTHERS, NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED W ACCORDANCE WITH ASTM E2112 RDASONS REV OcsCRIPRON are APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 RL C ADDED FUWGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L 1/4" MAX E REVISED INSTALLADON OETNLS 06/22/17 1 R.L I SHIM SPACE I 1/2• MIN. EDGE DISTANCE - 1 Ira INTERIOR f==17II 110 SMS OR SELF DRILLING SCREWS METAL TUESTRUCR BY OTHERS EXTERIOR it i:ll::: JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS OpwK. owc ND. F.A. 08-00502 5"x NTS o`h 02/23/09 —4 OF 9 L ROSERTO LOMAS P.H 14M W00OFM RD LEMSVXLE. NC non N+6st06o9 /abbmaM+.mm SIGNED: 06/12x2017 IR- to 2*•0 5 ••*__ 0 : TATE OF tz i js ONA 110\'' 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. SEPARATIQN EDGE DISTANCE n • •. e' 1 1/4' MIN. c EMBEDMENT r= 1/4' MAX. SHIM SPACE 3/16- TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •'v OISTANCE .' MIN. SEPARATION a • . a 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4- MIN. EMBEDMENT e I t• , L 2 7/8' MIN. 1' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRE76M0SONRY INSTALLATION IwV RLrISgnS oLSCRWI101I CAX APPROVO) A ADDEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1/4' MAX. 0 REVISED INSTALLATION OCIAILS 08/05/15 R.L Ir SHIM SPACE E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR g. EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRET&MASONRY INSTALLATIOnr TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIORAND EXTERIOR FINISHES. BYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT SYOTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS oaA,n1: owc No. F.A. 08-00502 scut NTS — 02/23/09 —5 OF 9 L RMRTO LOWS P.E. 143? WOODFORORDLEN75v4LE. NCY7W7 6460609 LbnLtAN7tlrntmo.mm SIGNED: 0&2WO17 NIo' 1 SF _ S TE OF•'0R10P• J/ 16 11EoG` Luis R. Lomas P.E. FL No.: 62514 X10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 I1 11. 11 INTERIOR CVVC VIJIM\VG VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN" CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCEWITHASflN E2112 SET IN APPROVED MIN. RENT 1/2' MIN. R vtgoNs 00CR WNTEDGEDISTANCE APPROKD 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1ii1/4' i REVISED PER NEW TESTING SMX. A @10 WOOD SPACE SCREW ADDED FIANCE INSTALLATIONS X10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 I1 11. 11 INTERIOR CVVC VIJIM\VG VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN" CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCEWITHASflN E2112 SET IN APPROVED MIN. RENT 10 WOOD SCREW EXTERIOR WOOD FRAMING JAM8 INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTAU.ATJON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OPAW. Ort 000. F.A. 08-00502 sr NTS ICAt 02/23/09 I - W6 OF 9 L NOWRFO lCE1 AS P.E. 0412 NOODFORO AO CEwlSvxM NC 270.7 SIGNED: 0&/22/2017 J` S 1- - - I% cErosF9i s 0 5 •, yc' PE OF 0• cF'F OR10*• -N ONA 11E V' Luis R. Lomas P.E. FL No.: 62514 Rn R vtgoNs 00CR WN arc APPROKD A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L D REVISED INSTAUATKIN DETAILS 08/05/15 R.L 1 3/8' MIN. 1/4' MAX. E REVISED wSTALLATION DETAILS 06/22/17 R.L EMBEDMENT r SHIM SPACE IT- 1/2' MIN. EDGE DISTANCE INTERIOR I fic-- 10 WOOD SCREW EXTERIOR WOOD FRAMING JAM8 INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTAU.ATJON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OPAW. Ort 000. F.A. 08-00502 sr NTS ICAt 02/23/09 I - W6 OF 9 L NOWRFO lCE1 AS P.E. 0412 NOODFORO AO CEwlSvxM NC 270.7 SIGNED: 0&/22/2017 J` S 1- - - I% cErosF9i s 0 5 •, yc' PE OF 0• cF'F OR10*• -N ONA 11E V' Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. I EDGE OISTANCE r METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS SELF DRILI Sc METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE rNSrAUATION NOTES: 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITHASTM E2112 L TO BE SET IN 3ED OF APPROVED GIANT RLV61MC REV o6cri"IOM CATS APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL, C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. r SHIM SPACE 1/2- EDGE INTERIOR DISTANCE 10 SMS OR SELF DRILLING SCREWS I METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS ORAMM OMC rlo. F.A.08-00502 SCALE NTS I ""c 02/23/09 1 S"M 7 OF 9 L P4WRTOLOMAS P.E. 1472 w000FOR0 RO LEw/SV4LE. NC 27027 Ast4 dxft iownasownuvac7m SIGNED: 0&/22/2017 RML/0'/, GENS' p • TATE OF A+ ALP 0R10t• SjIZ S+NA Luis R. Lomas P.E. FL No.: 62514 EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •v DISTANCE ' I 3. •• WON. SEPARATION a • . 3/16' TAPCON 3/16' TAPCON • ' I r SET IN SIGN OLL TOFEAPPROvEO Ed I CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS S _- f 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY IIQSTALLATION 1/4' MAX, SHIM SPACE 1 EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REymmNs 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY 03/06/12 BY OTHERS REVISED PER NEW TESTING 10/15/13 1 1/4' MIN, ADOEO FLANGE INSTALLATIONS e EMBEDMENT R.L REVISED INSTAUATION DETAILS OPTIONAL R.L. 1X BUCK 06/22/17 TO BE 143' x 80• NON REINFORCED PROPERLY SECURED 1/4' MAX SEE NOTE 3 SHIM SPACESHEET1 oRwoc owc No 3/16' TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •v DISTANCE ' I 3. •• WON. SEPARATION a • . 3/16' TAPCON 3/16' TAPCON • ' I r SET IN SIGN OLL TOFEAPPROvEO Ed I CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS S _- f 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY IIQSTALLATION 1/4' MAX, SHIM SPACE 1 EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REymmNs 1. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS, NOT SHOWN FOR CLARITY. OCSOItmRON DATE .PPROYM ADOED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADOEO FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTAUATION DETAILS 08/0b/15 R.L. REMEO INSTALLATION DETAILS 06/22/17 1 R,L INTERIOR J-6E:::m JAMB INSTALLATION DETAIL CONCRETE444SONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER ANO JOINT SEALANT SYOTNERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET VL to GRATZ. PA 17030 J S pENs 9si 2 Tt• 0 5 W = SERIES 430 SGD 143' x 80• NON REINFORCED FLANGE INSTALLATION DETAILS D Lu iP, -O(O RIQP • '' oRwoc owc No RE l 08 E d/S/ IIIINAl1E yG` Sc" NTS DATE 02/23/09 X82 OF 9 L ROBERTO LOMAS P.E. 1432 wOCOFORD AD LEWMMLE NC 17a?9 LUIS R. Lomas P.E. A.U400.009 nwmu jw&a .com FL No.: 62514 1 5/8, MIN. L EDGE DIST. TRIM 4 INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 4 1 1 /4" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE 1 PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP --- 1/2- MIN. EDGE DISTANCE L 10 SELF DRILLINGSSCREW EXTERIOR PANEL 1/2' MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8` MIN. EMBEDMENT mnqr=il#10SCR W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K SUCWW000 FRAMING NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND.IOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM IF2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS CRUM arc ra F.A. 08-00502 S'4" NTS I a1E 02/23/09 JS4W9 OF 9 L ROBERTO LOMAS P.E. 4.V WOOORDRD RO LEWAY4LE NC. -7= 434-6ts4 os 4bMj5p&,onwA„ wM SIGNED: 0612212017 J`:•' y 'moirrENs'9,I,iZ k 0!::' 04'- T5 *= E OF Luis R. Lomas P.E. FL No.: 62514 n 6LSORWI14n o APvllorc0 A ADDED CHARTS 03/06/12 P-1- 8 REVISED PER NEW TESTwG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTAAATION DETAILS 06/05/15 R.L. E REVISED INSTAUAnON DETAILS 06/22/17 R.L 1/2- MIN. EDGE DISTANCE L 10 SELF DRILLINGSSCREW EXTERIOR PANEL 1/2' MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8` MIN. EMBEDMENT mnqr=il#10SCR W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K SUCWW000 FRAMING NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND.IOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM IF2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS CRUM arc ra F.A. 08-00502 S'4" NTS I a1E 02/23/09 JS4W9 OF 9 L ROBERTO LOMAS P.E. 4.V WOOORDRD RO LEWAY4LE NC. -7= 434-6ts4 os 4bMj5p&,onwA„ wM SIGNED: 0612212017 J`:•' y 'moirrENs'9,I,iZ k 0!::' 04'- T5 *= E OF Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE 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/CO-NCRETE 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 ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CO -1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/a'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN IC. 00NOTREOUIREWATERINFILTRATIONRESISTANCE. RHANG OVERHANG KANG HEIGHT. 10. FORANCHORING INTO WOOD FRAMINGOR2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G.0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 'SGA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTAIIATIDN DRAM c RE MI WINDOWS AND DOORS LLC 111t11TI/r ANTE AivaovEO ADDEO CHARTS 03/06/12 R.L REVISED PER NEW TMMC 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L RMED INSTALLATION DETA45 08/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 111t11TI/r 650 WEST GRATZ. MPAK17030REET J S!tEN0,Ij9% S ;• G Sac .S yt . SERIES 430/440 XIX SGO 143' x 96' REINFORCED a„` NOTESO TAT OF i c"S orc la. F A. 08-00503 REV E c MO . G. 1aNAl1E V Luis R. Lomas P.E. sra[ NTS 01C 02/23/09 S"T 1 OF 9 LROHERTO 90LEwiA9P. E 1442 H'OOOFORO RO lEw4riY1E. Ar T70.+,1 43&c4606yy t®rp,l,gp,.pm FL No.: 6251A 143• MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 93 FOR NUMBER OF LOCATIONS REOUIREO 17' 6- MAX I I I O.C. 6' MAX r _ I 6- MAX I L 17" MAX O.C. 96 - MAX FRAME HEIGHT 6' MAX SERIES 4301440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA TING t NONE NONE SEE CHARTS /f ANO 02 FOR OTHER UNITS RA17NGS NOTES: f. MAXIMUM PANEL SIZE: 48 b7x 95' Z. MAXIMUM D.L.O.: 44 34'x 90 SSB• HARDWARESCHEDULE A, (1) FLAT MOUNTED HANDLE SET (99-04-145) AT 37 311 -ON CENTER FROM PANEL BOTTOM B.0)hETALLICTANOEMROLLERS (99-17.19S1ATEACHENO OFPAmm Rnrrnuame • . ouo4-124 KEINFORCENENT (668) AT ALL PANEL INTERLOCK 6063 -TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT CHART /2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEF NATE O G'MFFT f Dbslgn presmro chart (Pso Flab A JADDED CKARTS HWWA 30.0 360 420 1q.7 8 REVISEO PER NEW TESTING 9100 fe600 12600 14100 POs I Not Pas I Nov POs Np I Pas INp 84.0 C ADDED FLANGE INSTALLATIONS M. 60.0 60.0 54.8 $4.6 48.9 45.0 0 REVISED INSTALLATION DETAILS j246459.e 59.6 51.7 51.7 248.1 242356eJN CHART 01 L REVISED INSTALLATION DETAILS WHERE WATER INRLTRATTCN RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design prdisuro Chart (050 Fane Saab AwW- and TcW Trym WbU1(a) SOI J0.0 1 36.0 420 1 47.7 4 90.00 109.00 1z6Oo 14100 POs I Naa Pos Np Pos Np Pos Np 840 40.0 60.0 40.0 57.9 40.0 520 40.0 46.0 860 40.0 60.0 1 40.0 1 $4.6 40.0 1 48.9 1 40.0 450 ago 40.0 159.8 1 40.0 1 51.7 40.0 46.1 4o.0 427 960 40.0 58.0 40.0 49.0 40.0 43J 1 40.0 40.0 CHART /2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEF NATE O G'MFFT f Dbslgn presmro chart (Pso Flab Nr" Farol ano Tom Frain V4401(h) HWWA 30.0 360 420 1q.7 al) 9100 fe600 12600 14100 POs I Not Pas I Nov POs Np I Pas INp 84.0 60.0 60.0 579 57.9 520 52.0 400 2460 M. 60.0 60.0 54.8 $4.6 48.9 45.0 920 j246459.e 59.6 51.7 51.7 248.1 242356eJN 96o 56.6 49.o 490 43.7 0.0 40.0 cHART an Numlw of andw locations 7a001rae Franb Snde P0101 Ono TOLD RaM Wba1(n) Ham 300 360 1 420 1 47.7 90.0 1060 1%0 1410 H4$ Amb NIS Jab N8S Amb N8S Amb 840 8 5 7 0 b 6 9 e 2460 7 0 7 8 e 6 9 6 2420 7 6 7 8 8 8 8 6 96o 7 6 7 6 4 8 9 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED ELEVATIONS F.A. 108-00503 1 E ' SC' NTS I " 02/23/09 -2 OF 9 1 L ROBERTO LO"A$ P.E. Naz WOOOFO W RD LE14VVIILE NC 27023 434!484619 r9vnesob nus - DOM APPROYM 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 0612212017 D OENs TAYP04F ANi s=`OR10* G. 4W: 1S/ONA 11Ea\ Luis R. Lomas P.E. FL No.: 62514 110 WOOD SCREW 300 FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II If II II II INTERIOR wQ vla—n r_ 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 E2 12 1 3/8' MIN, EMBEDMENT L_ 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN. WENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. 1 SHIM SPACE 1/2' MIN. EDGE OISUNCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS L 03/06/12 R.L. B S HIM 110 WOOD SPACE SCREW - 110 WOOD SCREW 300 FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II If II II II INTERIOR wQ vla—n r_ 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 E2 12 1 3/8' MIN, EMBEDMENT L_ 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN. WENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. 1 SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS awx oc .a. F.A. 08-00503 scA NTS °`1E 02/23/09 513 OF 9 L ROOERTO LOMAS P.E. 14M W17OOFORO RD LEN4Sv¢LE NC 27= 4,.66!4609 Hanu®ean" ... SIGNED: 0&22/2017 S\G Ic `SF 103; 0 6 •x= TATE OF ZORMY\\5ONAItililu\ LU13 R. Lomas P.E. FL No.: 62514 RLVISgNS Iwv oESCRIPrwN WTC PPROYM A ADDEO O"TS 03/06/12 R.L. B REVISEO PER NEW TESTWC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 08/05/15 R.L. E REVISED INSTALLATION OE AILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS awx oc .a. F.A. 08-00503 scA NTS °`1E 02/23/09 513 OF 9 L ROOERTO LOMAS P.E. 14M W17OOFORO RD LEN4Sv¢LE NC 27= 4,.66!4609 Hanu®ean" ... SIGNED: 0&22/2017 S\G Ic `SF 103; 0 6 •x= TATE OF ZORMY\\5ONAItililu\ LU13 R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL 1/4 MAX. J-[ STRUCTURE SHIM SPACE BY OTHERS 810 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS I _ ` JI10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FUWSHES, BY OTHERS. NOT SHOWN FOR CLARITY: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WITH ASTM EZI 12 TO BE SET IN MID OF APPROVED LANT 1/2' MIN, EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. I SHIM SPACE INTERIOR EXTERIOR pi JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143- x 96' REINFORCED FRAME INSTALLATION DETAILS II Oft 0.c No. F.A. 1 08-00503 MALE NTS — 02/23/09 —4 OF 9 L RODERTOLOWSP.E. 1 -kV wOODFORD RO LEKISVILLE. RC r0_13 U}6J =9 MonLuvkAwt3vsaom SIGNEO: 06=2017 SL1R I1fi / 0//' iENSF'9`r 0 51 ••*= A ; TATE OF w:: FS !< ORIDt G'` 4 11`\ Luis R. Lomas P.E. FL No.: 62514 KV DESCRPMN a1E awla c A ADDED CHARTS 03/06/12 ILL. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED RWALLATION DETAILS 06/05/15 R.4 E REVISED INSTALLATION DETAILS 06/22/17 RL pi JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143- x 96' REINFORCED FRAME INSTALLATION DETAILS II Oft 0.c No. F.A. 1 08-00503 MALE NTS — 02/23/09 —4 OF 9 L RODERTOLOWSP.E. 1 -kV wOODFORD RO LEKISVILLE. RC r0_13 U}6J =9 MonLuvkAwt3vsaom SIGNEO: 06=2017 SL1R I1fi / 0//' iENSF'9`r 0 51 ••*= A ; TATE OF w:: FS !< ORIDt G'` 4 11`\ Luis R. Lomas P.E. FL No.: 62514 RVASIO6 1 1/2' MIN. 1' MIN, REV OCstaPFON Mle APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWC 10/15/13 R.L. 1 1/4' MIN. 1 1/4' MIN. _ 1/4' MAX. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED RMALLATXIN DETAILS 06/05/15 R.L. CONCRETE/ E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1_ MASONRY 1, BY OTHERS MIN. OPTIONAL EDGE • o IX BUCK DISTANCE . • ' ' INTERIOR . 70 BE--- PROPERLY 1/4 MAX. SECURED SHIM SPACE ' SEE NOTE 3 ' SHEET t Y 3/16' TAPCON MIN. !; SEPARATION EXTERIOR INTERIOR • •° D 3/16' TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16` TAPCON SEA ANT JAMS INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK C'ONCRETEMIASONRYINSTALLATION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 1 1/4' MIN' NO INTERIOR AND EXTERIOR FINISHES. 8YOTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. a'' , . 2 PERIMETER AND JOAVT SEALANT BY OTNERS TO BE sP DESIGNED INACCORDANCE WrM ASTLf E2112 SIGNED: 06/2212017 2 7/8'• MIN, ,' MIN. MI WINDOWS AND DOORS .LLC Xrj111f11/v/,, SEPARATION EDGE DISTANCE 650 WEST TZMARK1 0STREET , J? ;tE N oQj9VERTICALCROSSSECTION , CONCRETEJINASONRYINSTALLATION SERIES 430/440 XIX SGO *• 0 5 143" x 96' REINFORCED zFRAMEINSTALLATIONDETAILSX13 , $TAT OF s4 DRAW. owc ea. REV 'F•'O< ORtOP• VALE NTS oac 02/23/09 08-00503 OF 9 E '// 1i NAull `1;\0 1. R06ERD LEW* SP.E. Ly3 R. Lomas P.E. Iu wuoOPOROROLEsGQtmEAa;z7us FL No.: 62514s+ras•osom .mm ID FRAMING R 2X SUCK BY OTHERS 010 WOOD SCREW EXTERIOR 110 WOOD SCREW LIN OD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. MI WINDOWS AND DOORS LLC EDGE DISTANCE 650 WEST MARKET STREET J g R.•Lo i RLV Ocv-RIPTION DATE 1 3/8' MIN. A ADDED CHARTS 03/08/12 EMBEQMENT D REVISED PER NEW TESTING 10/15/13 RL 1 3/8' MIN. 1/4' EMBEDMENT MAX. SHIM E REVISED INSTALLATION DETAILS 06/22/17 SPACE isjoNAl1F` Luis R. Lomas P.E. 1/2' MIN, L. ROSERTO COMAS P.E. 14.V WL70GFORO RD LEIWSWUL NC 2-,= EDGE DISTANCE INTERIOR 1/2' MIN. EDGE DISTANCE _ VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLIRI` I. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM E2112 110 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT L_ 1/4' MAX. MI WINDOWS AND DOORS LLC REWS1ONS 650 WEST MARKET STREET J g R.•Lo i RLV Ocv-RIPTION DATE APPROVED A ADDED CHARTS 03/08/12 R.L. D REVISED PER NEW TESTING 10/15/13 RL C ADDED TRANCE INSTALLATIONS 12/06/13 R.L, D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE INTERIOR l EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 06222017 MI WINDOWS AND DOORS LLC 01uLIII///z 650 WEST MARKET STREET J g R.•Lo i GRATZ. PA 17030 r •GENSF'9s i 6SERIES430/440 XIX SGOic• OTA143" x 96" REINFORCED FLANGE INSTALLATION DETAILS O OF oRwN owc No. REV 08- 63 E isjoNAl1F` Luis R. Lomas P.E. sc NTS I omE 02/23/09 OF 9 L. ROSERTO COMAS P.E. 14.V WL70GFORO RD LEIWSWUL NC 2-,= r7+4n -ow Aw Ibm=pr.mn FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1{{{ 1/2' MIN, I EDGE DISTANCE L'JC 1 & M1Uli IIY 1 cnow 7 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLArON NOTES: 1. INTERIOR AND EXTERPOR FwtSHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE OR LUNG LTOBESET IN BED OF PROVED SEALANT 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 RCASIONS Nollilll//P/ 650 WEST MARKET GRATZREET PA 17030K1 I¢v ocsowwN MTC ArvRM A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS D6/22/17 I R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC Nollilll//P/ 650 WEST MARKET GRATZREET PA 17030K1 IR to J`E 5151ir• QAi4 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS po•• OF •` icL`'ORlO, ori-- IYAI c NO. av F.A. o 08-00503 E G -`` SC'U NTS Gn1E `702/23/09 OF 9 1111111E Luis R. Lomas P.E. FL No.: 62514 L.RMRTOLOMOSP.E. Iy?2N000f0A0ROLEi"5VXa.NOC2,?= 4344 B xw wMrAQv=. 1 1/2• MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1• MIN. EDGE DISTANCE EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE 1' MIN. EDGE DISTANCE d MIN. SEPARATION ° 3/16' TAPCON SILL TO BE SET IN o A BED OF APPROVED SEALANT .. crwwnv. • VERTICAL CROSS SECTION CO YCRETE444SONRY INSTALLATION CONCRETE/MASONRY BY OTHERS f 1 1/4' MIN. EMBEDMENT 1 • MIN, EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 IN] RLVdDQNS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, oC9C prow we •PPROWD ADDED CHARTS 03/06/12 A.1- LREVISED 1 1/4' MIN. 10/15/13 I'LL ADDED FLANCE INSTALLATIONS EMBEDMENT R.L REVISED INSTALLATION DETAILS 06/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L 143' x 96' REINFORCED OPTIONAL 1X BUCK jjjTOBE p ; PROPERLYSECURED OF F•F ORIOP• i iSS 0KA, 1E\ S' oavnc orc wo. REV F.A. OS-- y0rc0` 503 E E NOTE 3 LROBERIOLOAu,SP.E. I.a KWOF Rn RDLEwavwEJVC27= Luis R. Lomas P.E. SPACE SHEET 1/ 16' TAPCON EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE 1' MIN. EDGE DISTANCE d MIN. SEPARATION ° 3/16' TAPCON SILL TO BE SET IN o A BED OF APPROVED SEALANT .. crwwnv. • VERTICAL CROSS SECTION CO YCRETE444SONRY INSTALLATION CONCRETE/MASONRY BY OTHERS f 1 1/4' MIN. EMBEDMENT 1 • MIN, EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 IN] RLVdDQNS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, oC9C prow we •PPROWD ADDED CHARTS 03/06/12 A.1- LREVISEDREVISEDPERNEWTESnNC10/15/13 I'LL ADDED FLANCE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 06/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L L J JAMB INSTALLATION DETAIL CONCRETED" SONRYWSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCOROANCE MTN ASTM E2112 SIGNED: 0642?./2017 MI WINWS ANDORS650TWTR11L10'rSTMARKET STTEETLLC 5 GRATZ, PA 17030 CENS' 9s y TAi Scv* SERIES 430/440 XIX SGD_ 143' x 96' REINFORCED o FLANGE INSTALLATION DETAILS p ; OF F•F ORIOP• i iSS 0KA, 1E\ S' oavnc orc wo. REV F.A. OS-- y0rc0` 503 E o,1cNTS 02/23/09 8 OF 9 LROBERIOLOAu,SP.E. I.a KWOF Rn RDLEwavwEJVC27= Luis R. Lomas P.E. 43&68644 raon JS6*ftn2W..mm FL No.: 62514 1 5/8• MIN, EDGE DIST. d TRIM 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CLONR B1X BUCK BY OTHERS. HOOK 1X BUCK TO BE PROPERLY SECURED a 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAY=NCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM —%,, INTERIOR HOOK STRIP -- a[Vmons otStJaPItoN ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS 1/2• MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. -&j PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN, EMBEDMENT I HOOK STRIP -- a S10 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP 1,STACLATION 2X BWK40VOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS. NOT SHOWN FOR CLJIRITY. Z PERIMETER AND JOINT SEALANT 8Y OTHERS TO SE DESIGNED IN ACCORDANCE WRH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA. 170030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED HOOK INSTALLATION DETAILS o1rAwN: owc no. F.A. 08-00503 nut NTS — 02/23/09 —9 OF 9 L ROBERTO LOM" I.E. 1172 WOCOFORO RO LEWISVILLE. NG 2707! 434.666.0609 rmma3@*AXnasWC*m OAtt APPRM 03/06/12 R.L. 10/1S/13 ILL 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 0622/2017 S IR IIL/0 r .GEH.4F•gJ'% 4TAV;eOF z S ONAi1EaG` Luis R. LomasP.E. FL No.: 62514 I , l Business • Professional Regulation SCIS Home I Log In I User Registration I Not Topics Submit Surcharge Stats a Facts Publications FBC Staff SCIS Site Map Links Search FI Lida dopr Product Approval USER: Public User Product Approval Menu > Product or Aoollcation Search > Apolicatlon List > Application Detail FL # Application Type Code Version Application Status Comments Archived F1.9174-1112 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Mark Garon Mark_Garon@Overheaddoorcom Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE -46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1112 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 li 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart signed.odf Impact Resistant: Yes FL9174 R12 I1 324620 P16 Jamb Connection SUDD signed.odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slaned.pdf FL9174 R12 H 324620 P16 Jamb Connection SUDD signed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 lI 0234-319022-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 I1 324620 P16 Jamb Connection SUDD sloned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 11 319040 PI Post Istall Instructions sipned.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 lamb Connection SUDD sioned.pdfDesignPressure: +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-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Parry: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sinned.Ddf Impact Resistant: No FL9174 R12 I1 324620 P16 lamb Connection Supp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0233-319000-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions signed.odf Design Pressure: +30.00/-33.50 FL9174 112 II 324620 P16 Jamb Connection SUDD siDned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00112 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 lI 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf Impact Resistant: Yes FL9174 R12 11 319040 PI, Post Istall Instructions sipned.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 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 II 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.odfImpactResistant: No Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation 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 11 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SURD slaned.pdf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 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 1 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 lI 0602-319028-126 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf Impact Resistant: No FL2174 R12 II 324620 P16 Jamb Connection SURD sianed.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 I1 0603-319029-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD slaned.pdf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 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 11 0604-319030-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 11 319040 P1 Post Istall Instructions slaned.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD slaned.Ddf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE W02017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 30' 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 I1 0605-319031-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart sianed.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 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 11 0606-319032-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 li 319040 PI Post Istall Instructions sianed.pdfImpactResistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- 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-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Suvolement Chart sianed.01' Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions sianed.pdf Design Pressure: +39.20/-43.70 FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.Ddf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 It 324620 P16 Jamb Connection Supp sianed.odfImpactResistant: 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 Supplement Chart sianed.Ddf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection Sup) sitlned.)df Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Back r -et Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coavriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: Credit Card Safe June 15, 2017 1. Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 Introduction/ Scope 04N' ....' • ..ypA_''• No. 46718 N ccz o '• STATE OF . _44,; 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. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Site 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 25.90/ 28.80 sf 30.00/ 33.50 psf 43.20/ 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation ON' .T Table 1 B — Doors under Evaluation `, CEN... Al, cog. sF No. 46718 LL 7r3jti 0, STATE OFORION 2 S 0NAL NG\\. 11111114\\ FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18'x 8'-9" 18' x 8' 18'x 8' Design 39.20/ 12.40/ 18.50/ 30.00/ 39.20/ Pressure 43.70 psf 13.80 Psf 20.70 psf 33.50 Psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Yes No No Yes Yes Ratin ON' .T Table 1 B — Doors under Evaluation `, CEN... Al, cog. sF No. 46718 LL 7r3jti 0, STATE OFORION 2 S 0NAL NG\\. 11111114\\ Table 1C — Doors under Evaluation pN. • Typ'''e OCENS, .?1 FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9' x 10' 9' x 10' 16'x 10' 16'x 10' 16'x 8' Design Pressure 26.90/ 30.80 psf 41.001 46.30 psf 15.30/ 17.00 sf 23.00/ 25.00 psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes pQ- Table 1C — Doors under Evaluation pN. • Typ'''e OCENS, .?1 Table 1 D — Doors under Evaluation C. Conclusion S/pNA rrrrrii \\ 12 z31 7 a Iol I Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 6t' 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. No. 46718 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6., p ' STATE OF Table 1 D — Doors under Evaluation C. Conclusion S/pNA rrrrrii \\ 12 z31 7 a Iol I Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 6t' 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. FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6., 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 sf 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 S/pNA rrrrrii \\ 12 z31 7 a Iol I Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 6t' 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. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 IO2RSt 1. Non-IUPAer RESISTANT cLAaNc aPnaN - .oBo' GRT 7/22/06 MINBOM SSB GLAZING IN OWED FRAMES SCFV= 13 QA NORIZ ANGLE - TOGETHER VOTH A MNMDM DIP (6) /60• SCREWS OF mACXETS OISTAMLFD IN TOP OR INTERMEDIATE SECDON (HTH GR ORACKEYS MEASURED FROM BOTTOM YATHOUT CECORATIVE WSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SOWN ON 1105 GRAVING, GLAZING 13 W FLAG A"" - SMALL NAVE A MAXIMUM 1E047 OF 1173' AND A OF TRACK (ALL ONENSIONS A: 2') MAXIMUM LOGIN OF 10.73. OLA MG IS NOT IMPACT 16 W ION HOGZ- RESNSTANr ANO GOES NOT MEET THE REQUIREMENTS FOR TRACK VUN6•BORME OEBRLS REGION& 3/1611-5/6•' L IMPACT RESISTANT GLAZING OPTION - 61PACT LAC RESISTANT GLAMG SYSTEM MAY BE INSTALLED IN IOP MW 3 AS OR WTERNEDIATE SECnON (WITH OR WIINOUT DECORATIVE SHOWN) RISERI$ GLAZING STALL 6C 1/4' WNR0.AN-AR 16 CA MIM TE OR EQUAL GLAZING SMALL HAVE A TRACKP0. uA1mNM HEIGHT OF 15.21' AND A MAMMWA LENGTH QF C1 UF r1ROOF PITCH 30.06•. GLAZING IS IMPACT RESISTANT AND DOES MEET SEE NOTE BELOW THE REQUIREMENTS FOR QUID -BORNE OESM RECONS 3/160-3/0' LA0' SEE OEfAL E ON SHEET 2 FOR ASSEMBLY DETAILS, SCREW AT EACH GLAZED SECTOR REQUIRES RWFORCEMENT BRACKETS JAMB 6RAC ET ATTACHED TO U -WR ON UPPER INTEGRAL RIB (SEE OETAL G SHEET 11S CA J -STRUT SCREUM TO LOWER 1/4-20.9/16• TRACK• 61TECRAL RIB Of eRON AND OPERATOR STYE TO BE GMT AND 1 4-20 HD FACTORY INSTALLED. INSTALLER SMALL FIELD INSTALL (1) NFT AT [A Je JAMS T/4-1a7/ll' SELF DRILLING CRWTITE SCREW TO ATTACH BRACKET LOCATION 111E }STRUT To THE INTEGRAL RG AND OPERATOR STILE AT THE CENRI6WE Of THE DOOR PER OETAIL f ON SHAT 2. 1 VINYL OR ROOD, DOOR STOP NAILED A MW6MUM OF r OC. RUST OVERLAP TOP AND BOTH ENDS OF PANELS WOMUM 7/U4r TO MO,ET NEGATIVE PRESSURE& 4. KEY LOCK, SLOE LOOM OR OPERATOR REQUIRED. u GA snfFEFEa S SECTOR SMALL BE CONSTRUCTED 10TH FOAUED IN JAMS BRACKETS PLACE POL7URETHANC FOAM INSULATION CHEMICALLY SEE SCHELOULE FOR BONDED TO 30 CA MOM FACER SIFEL AND A QUAwTY. LOCATION. POLVIAMINAE BACKER OR 32 CA STEEL BACKER. TND AND TYPE CAP TO HAVE A MIN IUM 1.1. OCPTN. 0. THE OE9O1 OF THE SUPPORTING SMCTURAL KEY LOCK OR SILM L006 ELEMENTS $HALL SE INE RESPONSBIUrf OF THE BOTH ENOS (NOT PROMS9L W0NARECORD FOR THE OVWNC OR RIWREO VAIN OPERATOR STRUCTURE AND IN ACCORDANCE VARA CURRENT BUILDING SEE NOTE 4). SIDE CODES FOR THE LOADS USTEO ON MS DRAWING. LOCK SHOW" FOR 7. OOOR JAMS TO BE MINDNM ZA6 SWCTURAL GRADE CLARry LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR OL{!L (4)_ SROM SOLD ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SN SEE SIEEr 2 FOR U -BAR LOGTONS S. LOUVER OPT" - .040' —All, LOUVERS IN MOLDED ON COORS V6TH OTHER SECTION QUANTITIES AID FRAMES SORLMED TOGETHER WTH A MINIMUM OF (6) SEE NOTES 1 ANO 2 ON Tm1• $Ott" MST910 91 THE BOTTOM SECTION. THIS SKEET FOR 0Amm LOWERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THEREQUIE ENTS FOR VAPID-6OOE OEM REGIONS, OPTIONS. LOUVERED SECTION RESUMES OPERATOR SALE TO BE FACTORY INSTALLED AT WE COMMUNE OF TIME IOW. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE ODOR NBA I UNIFORM LOM EACH .UINB (PLF) W 1111111110] No. 77845 ,may STATE OF a bhF LRN03dM1aIL`iT uN9 oollnr IOAo Iw MOIIn 117'E It R 7?143 O FCC 11RrNw PKafF99aKAL GImu06'6 40. PwAxo any fat VEXACARCI or v"" 0W71RYCWN 01170" CA ENO CAP IE METHODPLAIT TO IMRB 5/10/06 Pe ADDED IMP/ RESISTANCE TO MILE FOR DOED Lm BEET 2 NCI GRT 7/22/06 JAMB BRACKET SCHEOULE DORN0. OF mACXETS TRACK ORACKEYS MEASURED FROM BOTTOM KIMID S (PALM JA/B TYPE OF TRACK (ALL ONENSIONS A: 2') 0 4 6 a is. 1 a , 25-1 Je 3• 8 45-1 4 IN. % JB 0• 4 6 FAT M, Ir .6 21-3 • JB. 21a 1 Js 416]-1 4 JB 0• 5 6 DI B 1T a Z .6 N JS47-1/4- O. 36 [JUJ6 fT tflij, 73 a 0' 3 6 FAT JB 10 .6 21-3/V JAJ. 29-3/4' (AL 46 b 37-1 4' JB 66 s 73-1 J 6-r C1 UF r1ROOF PITCH SEE NOTE BELOW IE METHODPLAIT TO IMRB 5/10/06 Pe ADDED IMP/ RESISTANCE TO MILE FOR DOED Lm BEET 2 NCI iOLLOYAD OWENSIW DENOTES S DTED 490 BRACKET ATTACKED TO TRACK INTH 1/4-20.9/16' TRACK DOLT AND NUT. GRT 7/22/06 I UPOAIED TEE CRT 0/20po DOORS WITH NIGH UFT. ROOF PITCL AND/OR GREATER THAN R IN HEIGHT REQU5tE USE OF CONMUOUS WALL ANO£. SEE SUPPLEMENT TRACK CURT WOR OETAL3. PIO 0131526 1=0 5003. ANO CENTER wcrS PER NOTES I(3) RMREQUIREDOfDOORTHSGREATER AN ESC5// 3) CENTER WOES PER JOINT DATE I NAME REOUINED ON DOOR FROTHS LESS THAN OR TEST (PSE +15,651-4120 MAIL HEIGHT: 6'-9' EQUAL TO 12'-0•. QDalton. iOLLOYAD OWENSIW DENOTES S DTED 490 BRACKET ATTACKED TO TRACK INTH 1/4-20.9/16' TRACK DOLT AND NUT. FGLLOMMC ONIEIISION DENOTES QUICK INSTALL 4AMB BRACKET INSTALLED IN MUfNEKLY SLOE LAO ADDITIONAL MARONARE NEEDED TO ATTACH TO TRACK. DOORS WITH NIGH UFT. ROOF PITCL AND/OR GREATER THAN R IN HEIGHT REQU5tE USE OF CONMUOUS WALL ANO£. SEE SUPPLEMENT TRACK CURT WOR OETAL3. STATIC PRESSURE RATWCS MPROVED SIZES SCALE M.T.S.SIZE: A Wayne DESIGN (PSE): 42190%26.60 MAIC LLOTII: 16'-0• DATE I NAME TEST (PSE +15,651-4120 MAIL HEIGHT: 6'-9' DRAM01 3/6/06 GRTQDalton. IMPACT/CYQIG RATED (YTS/No): *MS ImAx SECnON HEIGHT. 21' ICHECKED1 4/6/06 MR8 GARAGE DOORS MODELS 5120/9100/9605 SHEET1 OF 2 DIVISION OSE OVERHEAD DOOR ORA%M; PART LA0. REN. 3313 ADOMOR DONE PENSACOLL FLDIOOA 31314 wINDLOAO SPECIFICATION OPTION CODE 0230 318960 P10 Lao 474 -NW 13 W ACWSTABLE TOP PLACE U -BM OVER IN TEGRAL RIB 17 CA ADAISFABLF fR1Y11E ATIACHEO TO wM LHC (8) NS-MTOP TEXTURE PRE -PUNCHED HOLES ' • HOLES EACH 00 FACARD IN BOTTOM a LI -BAR AND ATTACH THIN ENAT WIM (2) I/{ -14A3/8' EACH OKD MTH (I) CRImTTIE SCREWS SELF tYOLING MPTIEWSFOR3TAMWOTRACK3) ORFOHEADROOMTRACK (2 KAREUSEDTOATTACHTED DETAIL A BRA AS ) IOW HFAOROOA( TRACK DETAIL A 13 CA ROLLER RDE ATTACHED TO USED ONLY CH IMPACT PRE-PVNWED HOES N LOP OF V -BAR EE U -&VL OVER NIEVLK RIB wM gA2Ep SECTION - 11 NM (21 Vt- 4 S/e• CROPTIE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END GA RONFORCiMENT USE M (ALV HOLE IN SLIDEtato FROND IpwARO AND ATTACH 11HRU ENO BRACKET ATTACHED PROPER AU7CH T OF ROLLERS CAP AT EACH ENO WITH 2 t rIU7/U' MM ({) SELF 1/4-14.7/6' 13 CA HINGTACHED / Sw 011oH1 N0 PLACED OVER TOP CAMPIITEITE SCRCWS (2 WITH (4) 1/43/8• IBB OH THE BOTTOM SECTION SHALL Cllr THROUGH BOTH 1 TITS SWS (2 Or OE ATTACHED THRU END CAP AT EACH BRACKET AND U -LRM) W1E(SI ME DRY ENO WITH 36f oRR1YK: DETAIL G ATTACHED) COIIIIITE $CREW LOG7ED ON THE BOTTOM FIANCE OF DIE U -GAR gTALL "10 SATMANCES R =TO 2' NYLON sTORNMGO a U -BMS: ALL U -BMS $HALL BEROVERWITH INSTALLED ON SECTIONS PRIOR TO 1/2' STEMTAIL B UWALUNO ROLLER SLIDES MO TOP mww OM 7wr E -BARS- SEE em/ 8 NIOATTACHMIIWOEATTACHEDIBB wiH (1) 1/4-20W3/8• -211/{-20d[S CKINPTITE C:= SCREWS (2 OF TITE SCREWS UINCHARErACTCRYUNCH® HOLES AT ATTACED. 3 OFZCK IMMEDIATE MCC ME FIELD INSTALLED INTO 10pyON (1 U FLANGE TOP LEAF. AND 1 OF K 4-eAR BOROM WHICH IS rMLD INSTALLED AND MINCE LEAF AND 1 TUW THRIN PRE-PMCIED HOLE WED OF U -BAR AND N V DETAIL VINCRAL D® OF SECTION) C 12 OA 130IM M BRAO(EI rACTORY ATTACHED WIM • 9 PLACE "AR OVER NTECRAL RD 11117H 1 E1 H.SS/ HITCH COM" TO 0" 107100 BRACKET AND ATTACH TIM CHO CAP AT EACH DD WTH (1) t/4-14.7 CNI TIRE SCREW AL3 TOR IMPACT RESISTANCE, SOF OGLLNNG SHOW AMM USE (1) 1/4-107/6• SELFTHE BOTTOM BRACKET MUST BE CREWED TO THE BOTIDM . • OAWHG CRWPD SCREW ACROSS BOTTOM Of THE BOTTOM IN -BAR AT U -BM WTN EACH PRE-PUNSHEO NOTE AT EVERT 2) 1 4-14.7/0' $Eli DETAIL D HINGE LOCATION. USE (1) 1/r206/I' CIMPTIIE SCREW>a SEE IMPACT BOTTOM BRACKET CAWTITE SCREW AT Ali OTHER PRE -PUNCHED HOLE LDd1DNS DETAIL THIS SHEET. S Q'• 10ENSF'•.tij y No. 77/15 * _ 0, •. STATE OF ' •((M: 10NAL L `` Y`• OYM 1 .ORH9L R 1i YIPIT Okla M1 PE TNO A PC 11709 IR01ESSIO AL TN0113" U$L MUNOU OAT FOA wAnc = 01 W9AW.OAP 03,SU9K'OEOI Ott" 4 YN STA0aw MTH STAINLESS BACEO RUBBER WASHERS / 3-1/2' D.C. MAX 1/8• eEAD M:E T STRUCTURAL r ACER STEEL— v DETAIL E t)) 1/{-T.d//e SELF ORIURtO C MPTITE SCREW AT CENIFR lNE CIF DOOR 1fOtU J-51RUT a OPERATOR BRACKEF. WI GLAZED SECRSLp1REO WITH (2) 9 DAWNO I E; i DETAIL F M -BAR wl7wdufNY Neta 1, ALL U -BARS SMALL DE PLACED OVER INTEGRAL ROSS AND ATTCD1 0 SCREWSTOM AT EACH INTERNECATE IENOE -PUNCHED HOLES WITH (2) LOCATI.1 (-) 1/4-14.7/8• $ELF ORILLM ERIMPOTE SCREWS AT EACH QLD CAP (OKI" BOTH U-9AR3 ON BOTTOM SECTIO" - SEE OETAIL B AMD 0 TM SLIM (2) 1/4-144/8' C IMPTITE SCREWS APPLOm1ATELY MLOWAT BEMCM END OF ODOR AND NTERMEDIATE MNCE LOCATION. AND (1) 1/4-143/8• CALMPOTE SCREIY APPROIDNATELY W FROM EACH ETD. FOR DOCK WO M3 GREATER THAN IY-?. MERE SMALL 8E A TOTAL OF (20) SCREWS ArTACUNC EACH U -BM EACEPT BOM U -BARS ON BOTTOM SECTION SHALL HAVE A TOTAL Gr (18) Rm EACH. EOR mit MDDNS Less THAN OR EQUAL TO 12•-0'. THERE •HALL BE A TOTAL OF (18) SFAEWS ATTAOHNO EACH U -BAR EXCEPT BOTH UN -BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SHALL NAVE A TOTAL OF (14) SCREWS EACH. R WINDOW TRW L MM THE 000WFION LIE THE (8) PRE -PUNCHED HOLES N IgLYCARBONAIE THE TOP OF EACH WD USED FOR ATTACHMENT OF TME ROLLER SLIDES AND THE (e) PRE-PUNWED HOLES M DE BOTTOM LF ED FOREACHENDUSED THE ATTAWWEHT OF ME TOP FOnURE AND UNLESS NOTED OTHERWISE 09 THIS SPECIFICATION ORAW110. ALL PRE -PUNCHED HOLES N ALL U -CARS 94ALL BE ATTACHED TO ME DOER MM 1/4-143/8• LAWPOIE SCREWS 1 1B GA U-BARs 91ALL BE STAMPED '40' APPROO1ATELY 8' FROM EACH ENO, Wayne Dalton. GARAGE DOORS DIVISION OF 0V9NEAO DOOR CO I= ADDISON HOVE PENSACMA RA100A 32514 9391 OSI -RANO r_a- MODELS 5120/9100/9605 SHEET 2 OF 2 ORAWNG PART 110. 1 REV. WINDLOAO SPECIFICATION OPTION CODE 0230 318960 P10 CHANGED STRUT IOENTUICAIION METH00 MOM COLORED PAINT 70 STAMPED NUMBER CRT 3/8/09 P3 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS CH SWPORTNCSTRUCTUREAND 3) SECTION ODORS WUBRED NUMBER OF FASTENERS AND CENTER WITH(8) 3•. 19 W. HINCES REOWRE0 FOR 9014 U -BARS HARROWER DOOR WIDTH& INWBSTED OVOT AS Mm 5/10/06 SDWH Ps ADDED TWACT RESISTANCE TO OOOR. DORS OM aNODIoNOTE TO ARS ATE INA LOUVERS ER ARE NOT IMPACT 15 AS B/610 P7 6I009FO MMM BRACKET SCHEDULE FOR FAT OPTION ADDED UW TRACK OCTAL SHEET L OR {/17/09 P8 ADDED IMPACT W99TANT GLADNC. ADDED TEXAS UCEMSC NUUKR TO TITLE BLOCK. CHANGED LOUVER NOTE 14CREASED MAX NOCHT t0 8•-$'. ADDED UCH LIFT AND ROOF PITCH TRACK NOTE CRT 7/22/01 PO UPDATEO TITLE BLOCK DETAIL F M -BAR wl7wdufNY Neta 1, ALL U -BARS SMALL DE PLACED OVER INTEGRAL ROSS AND ATTCD1 0 SCREWSTOM AT EACH INTERNECATE IENOE -PUNCHED HOLES WITH (2) LOCATI.1 (-) 1/4-14.7/8• $ELF ORILLM ERIMPOTE SCREWS AT EACH QLD CAP (OKI" BOTH U-9AR3 ON BOTTOM SECTIO" - SEE OETAIL B AMD 0 TM SLIM (2) 1/4-144/8' C IMPTITE SCREWS APPLOm1ATELY MLOWAT BEMCM END OF ODOR AND NTERMEDIATE MNCE LOCATION. AND (1) 1/4-143/8• CALMPOTE SCREIY APPROIDNATELY W FROM EACH ETD. FOR DOCK WO M3 GREATER THAN IY-?. MERE SMALL 8E A TOTAL OF (20) SCREWS ArTACUNC EACH U -BM EACEPT BOM U -BARS ON BOTTOM SECTION SHALL HAVE A TOTAL Gr (18) Rm EACH. EOR mit MDDNS Less THAN OR EQUAL TO 12•-0'. THERE •HALL BE A TOTAL OF (18) SFAEWS ATTAOHNO EACH U -BAR EXCEPT BOTH UN -BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SHALL NAVE A TOTAL OF (14) SCREWS EACH. R WINDOW TRW L MM THE 000WFION LIE THE (8) PRE -PUNCHED HOLES N IgLYCARBONAIE THE TOP OF EACH WD USED FOR ATTACHMENT OF TME ROLLER SLIDES AND THE (e) PRE-PUNWED HOLES M DE BOTTOM LF ED FOREACHENDUSED THE ATTAWWEHT OF ME TOP FOnURE AND UNLESS NOTED OTHERWISE 09 THIS SPECIFICATION ORAW110. ALL PRE -PUNCHED HOLES N ALL U -CARS 94ALL BE ATTACHED TO ME DOER MM 1/4-143/8• LAWPOIE SCREWS 1 1B GA U-BARs 91ALL BE STAMPED '40' APPROO1ATELY 8' FROM EACH ENO, Wayne Dalton. GARAGE DOORS DIVISION OF 0V9NEAO DOOR CO I= ADDISON HOVE PENSACMA RA100A 32514 9391 OSI -RANO r_a- MODELS 5120/9100/9605 SHEET 2 OF 2 ORAWNG PART 110. 1 REV. WINDLOAO SPECIFICATION OPTION CODE 0230 318960 P10 8 PLICE PLATE LOCATION e SEE SCHEDULE 14" MAX 12" MAX 12" MAX I I 12" I MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAVW A KORKM,PC 4375 OOUN11' ROM ISO MOUNT NIFL OHIO R PC 77943 TK PC 1176" PROiMONAL CNONCCRS SEAL PROVED ONLY FOR VER01CATION Or 1WW10AD OOISTIR C110N OCTAES CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS- 11 GA MIN CLIP SEE SCHEDULE 0.28 13 GA MIN CONTINUOUS WALL ANGLE 11111111/l/// elvi f No. 7794$ s 0 O1. n SrA7'E OF ss/ • ORtOA ,.• OVAL kCK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1 o 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE a i 1) 1/4"-20 TRACK j 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/-92.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART We e IN ORO Dppt 3395 ADOISON DRIVE ENSACOLA, FLORIDA 32514 REVISIONS , TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT LTEO FORMAT. ED ALLOWABLE OS TO 52,00 PSF FOR IR VSDTHS TEXAS WALL TO 'CONTINUOUS ICLE•. ADDED ITE MOUNTING CHANGED TO 9024 WITH OVERLAY TRACK CLIP EDULE. 9/21/07 UPDATED MODELS ED INCHARTS. ATE. SPLICE & CUP EDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO IINATE THE USE DF CED 1 `% ACRCtIP OSRS TTHHEE RG). 10/24/07 XPANDED 1-1/2• TO 9• DOOR THICKNESS tT UP TO 14' NIGH. 12/11/09 UPDATED TITLE K 0/2/10 UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE x 5/15/17 SHEET 1 OF 2 ORAriINO PART N0. 1 REV, 307494 P11 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 d., f f 4 I:K•l; emacsrmm DW'AYNE A XORN5f1*PC 4575 COUNTY ROAD 110 WOUNT NOPL am R PE 77545 TS PF 117=6 PROFE=04 ENONW'S SEAL PROVIDED OILY FOR vtmnCA00N OF WNDWA0 CONSTRUCTION DETAIL& 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 WELDIN( 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- 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP 0%%%% lllll/// Ov ,.• 4tCENSF •.•y/ kp No. 77.945 T * *_ STA'L'E OFT S1S p.........A 11111,` Wayne Dalton. 7 GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART!PEN (Mol)A` 4FLORIDA 9890 32514 TEXAS 12 FOOT UPDATED FORMAT. EASED ALLOWABLE SSURES TO 1.00/-32.00 PSF FOR DOOR WIDTHS. NOED -TEXAS WALL LE' TO 'CONTINUOUS ANCHORS 5/21/07 UPDATED MODELS ED IN CHARTS. HATED SPLICE & CUP CUP (REPLACED ACROSS THE 1 04/11/05 EIRPANDEO 1-1/2' TO 5• DOOR THICWE55 AT UP TO 14• HILI. 12/11/05 RODEO MODEL 6700. UTED TITLE BLOCK 6/2/10 X. REMOVED CHART. 11/15/13 UPDATED TITLE K 6/15/17 SHEET 2 OF 2 DRAWING PART N0. I REV. 307494 P11 e MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4-20x9/16" 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 d., f f 4 I:K•l; emacsrmm DW'AYNE A XORN5f1*PC 4575 COUNTY ROAD 110 WOUNT NOPL am R PE 77545 TS PF 117=6 PROFE=04 ENONW'S SEAL PROVIDED OILY FOR vtmnCA00N OF WNDWA0 CONSTRUCTION DETAIL& 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 WELDIN( 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- 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP 0%%%% lllll/// Ov ,.• 4tCENSF •.•y/ kp No. 77.945 T * *_ STA'L'E OFT S1S p.........A 11111,` Wayne Dalton. 7 GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART!PEN (Mol)A` 4FLORIDA 9890 32514 TEXAS 12 FOOT UPDATED FORMAT. EASED ALLOWABLE SSURES TO 1.00/-32.00 PSF FOR DOOR WIDTHS. NOED -TEXAS WALL LE' TO 'CONTINUOUS ANCHORS 5/21/07 UPDATED MODELS ED IN CHARTS. HATED SPLICE & CUP CUP (REPLACED ACROSS THE 1 04/11/05 EIRPANDEO 1-1/2' TO 5• DOOR THICWE55 AT UP TO 14• HILI. 12/11/05 RODEO MODEL 6700. UTED TITLE BLOCK 6/2/10 X. REMOVED CHART. 11/15/13 UPDATED TITLE K 6/15/17 SHEET 2 OF 2 DRAWING PART N0. I REV. 307494 P11 e Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIOA 32514 850) 474-9690 i,c1E J KC) P.•• , ticEnrsF •.'L p , No. 77945 S =_ 0 * *_ STATE OF FSS •'°ORIOP 'G\ ZONAL t0N\;\ 1nNIMUM za6 /y Vn SOUTHERN PUDE 370YMECoWw a°ov 40 MHOPE. 01NTHOPE. L K 77047 Tx K 117MI PRO E590NAL EN N00" Yft FRONDED ONLY FOR VOWWAn0N Or MIIDIIDM OONSIRUCTM 067AAs. 6- NAIL MAXIMUMSPACING 6' MAX LOCIC 2-3/4• J 2) 3/8- SIMPSON TREK NO SCREW ANCHOR WITH A 1 114- WASHER AND A WN111UN EMBEDY T DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETER —1 MXNIMUN S00 P51 IYXNCl1i'RC NOTE' MAXBANM OESICH LOAD CAPACITY OF 2085 LBS, SEE DETAILS 1, 2 AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR WIDTH MWIMUM 2x6 J7 Q HEADER LOCK SOUTHERN PWE GIRACKET LUMBER. NY 4• s• 4• 4) 3/6' SMPSON TITER No SCREW ANCHOR NTH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT OWTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 4'. DETAIL 2 MINOJUY M00 PSI OROLrt FI iTf CIM 1 UM' MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. P17 UPDATED TITLE BLOCK ESC 6/13/17 MINIMUM 2x6 03 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4) 3/8' DIA. LAD SCREWS WON= a' O.D. WASHERS. LAG SHALL HAVE A MINIMUM PENETRATION OF 1-9 INTO THE MAIN SUPPORT MEMBER OEfdIL1 YAXOMUM SICN LOAD CAPACrrY OF 2430 LOS. SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 Wayne 0Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 12514 850) 474-9890 PRAYNK 1 KKRNAI Pi TU COUNTY ROM 11wKWM1QPLOtoo PE ?71143?71143C11nnlPE,nus PRORSSONAL OOGIC I1'S MAL PROVOW ONLY FOR VMACAnON OF WICLOAD OONSTRUC1,04 O[TARS. MIN 2500 P9 CONCRETE tMM' MAX ALLAWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4• OF SUPPORTING STRUCTURE SHALL MPI EDGE DIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE d G . 3/8• SIMPSON TITEN H0, 2-3/4• MN EMBED. WN 5• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4—ZOY9/15' TRACK BOLT AMC 1/4-20 HEX H TRACK MRFCT CONCR TF MOIINTINO QUAIL MIN 2 a 4 SPF (0-0.42) OR BETTER WALL STUD HM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESGN LOAD OF THE STRUCTURE. DESM OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSBIUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE — EXTERIOR 5/16' uc SCREw w11H 1-9/3STUD ((2s• E/M/BE))D N CENTFA OF JAMB BRACKET LOOCCATIONi JAMB BRACKET t 4-20A/15• ACK BOLT AND 1/4-20 HEX NU TRACK OIRFI°T WOOD MOIINTINr OFTAII MAY {TO Re pFR {C FACTCMFR JAMB CONNECTION SUPPLEMENT 2 REVISIONS 1 P17 UPDATED TITLE I BLOCK ESC 5/15/17 i i DRAWING PART N0, I REV. 324620 P16 i 1/2/M8 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Flotilla Product ApprovaldoprgoUSER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715-R3 Revision 2017 Approved l Publications I FBC Staff I BCIS Site Map ! Links I Sear 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 Jon 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 9 Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden 2) Validation Checklist - Hardcopy Received 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 I. —I Sections from the Code hnps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d Year 2011 2008 2005 2012 2002 1994 1994 1994 1/2 1/2/2018 r Y .Jd: •. •iij'r i•A. fir'' `, •aiirS'^•, Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL ;fl Model, Number or Name I Description 19715.1 1 Series 2900/4900 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.pdf 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.Odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.udf 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.r)df Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Back' Ne'zf 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 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click b=e . Product Approval Accepts: PTKI 0 ` M Credit Card Safe hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 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. INSTALL INOMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tin INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS LE. WITHOUT CONSIDERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING H MIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS. SNtMISI SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FW WSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR HOE COMMON NAILS OFTU ICUNT LENGTH TO ACHIEVE 1•ln INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/B' EDGE DISTANCE. R FIN INSTALLATIOW FOR INSTALLATION INTO METAL STUD USE OO 1 SELF -TAPPING SCREVK, OF SUFFICIENT LENGTH TO ACHIEVE A I NIMUM OF 3 IMMAD5 PtHtTRAIIOM BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. 3/8- EDGE OIS-TANCE I 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING I{ USE KIOWOOOSMEWSOFSUFFICENTLFNGTHTOACLIEVE I -1n WCN T MINIMUM EMBEDMENT INTO WOOOSUBSTRATE. IL T14ROUGN FRAME W47ALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCt WMASONRY, USE 3116 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN PAIN. 1314- EDGE DISTANCE. K 9. THROUGH FRAME INSTALLATION: FOR WSTALLATON INTO METAL STUD USE 830 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 TkRtAOs MrRATION BEYOND METAL WALL• 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, &RICK VENEER. AND SIDING. Y X11 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 2. FOR HOLLOW BLOCK AND GROUT FILLEDBLOM00NOTINSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASUREO I ; FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR "NT INTO FACE SMELL OF LOCK. 13. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE y USEO IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH J SPECIFIED BY THE ANCHOR MANUFACTURER t I-114. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. y L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 16' C. GROUT-FILLEOCMLL UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH OF 2M PSI AND GROUT CONFORMS ry TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF MOD PSI. IT 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH XSMINIMUM COMPRESSIVE STRENGTH OF 2000 PSI 1 E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS 1 OF 47.6 MM (0.0478' or 13 GAUGE). MIN, In- EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063 -TS. MINIMUM WALL TMlC104ESS OF 1/16'. MIN. in* EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES 1. THE PROWCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WITMTHE 6TH EDITION FLORIDA BUILDING CODE (FOC), EXCLUDING WAQ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WOMAIMA 101/LS.Z/A4404VIl 2. ADEQUACY OF THE OWING STRUCTURAL CONCREFE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPAsu 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, 111 AND ZX SUCKS (WHEN USED) SMALL BE DESIGNED ANO ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANO MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVMZ ARM W HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIMU-OADE ITER OR AMI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FDC WO0D COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED 011 SMALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. E GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. MAX OVERALL 5121: WIOTM HEMTI6 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 - ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL I" 3 VERTICAL 6 HORIZONTAL SECTIONS (THROU6N FRAME) 6 HORIZONTAL SECTIONS, BUCK ZNSTALLArTON, 6 GLA=N6 DETAIL MAX OVERALL 5121: WIOTM HEMTI6 CONTIG• OE5I6N PRESSURE MISSILE IMPACTRATING 36' 64' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 36' 74' O/X 50 / •50 PSF NON IMPACT 36' 7T O/X 35 / •35 PSF NON IMPACT w• 62' O/X 50 / •50 PSF NON IMPACT 46' 7r O/X 35 / •35 PSF NON IMPACT 4&' Be O/X 20 / -20 PSF NON IMPACT 5r 7r O/X 25 / •25 PSF NON IMPACT 36' 63.79 0/X (ORIEL) 35 / •35 PSF NON IMPACT AIS' 96' O/X (ORIEL) 20 / -20 PSF NON IMPAR 72' 6r O/x-0/x 35 / -35 PSF NON IMPACT 7r 84' O/X-O/X 35 / -35 P5F NON IMPACT 76' 6r O/XO/X 50 / •50 PSF NON LIAPACT 76' 7r O/X•O/X 50 / •50 PSF NON IMPACT 76' 7r O/X-0/X 1 25 / •25 PSF NON IMPAR BO' 74' O/XO/X 35 / •35 PSF NON IMPACT 96' 74' OM.O/X 30 / •30 P5F NON IMPACT 108' 6r 0/X-O/X-O/X 50 / •50 PSF NON IMPACT Io8• 72' O/XO/XO/X 50 / •50 PSF NON IMPACT Io8• 54' O/X•O/XO/X 25 / •2S PSF NON P,LC{ SilverLine IMAnder'sen 41I., ........... 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FRAME WIDTH 108' TRVUE SINGLE HUNG WINDOW I SilverLine tvAn&rscn 0-6 >%VGX9 l okm warn omms.4tll W o"" M P5.')4)5.1= aV ye 7:d IPry 11 11 I t t It, m y CDstn co u= hZ Dwry u: SW0002 SHEET: 2 OF 6 8, 9 E -1-m f s c 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARC/ TOP CONFIGURATIONS POR ALL 2!011!01 RAnwA SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 39024902 RATINGS, TWIN UNIT CONFIGURATIONS MAX FFL WEIGHT 1 MAX FRAM HEIGHT 9! MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' TRVUE SINGLE HUNG WINDOW I SilverLine tvAn&rscn 0-6 >%VGX9 l okm warn omms.4tll W o"" M P5.')4)5.1= aV ye 7:d IPry 11 11 I t t It, m y CDstn co u= hZ Dwry u: SW0002 SHEET: 2 OF 6 2' MAX. 11' MAX FROM O.C. CORNERS L 11' MAX O.C. r MAX FROM CORNERS wP1F 3"ouaf-OodcoAk" rAT$<D. wAW.AFO U%r OCAT1Qw0, 1wMr. u0 ]QL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW r MAXFROM 4 Vr MAX CORNERS O.C. 4 Vr N O.C. 2 -MAX FROM CORNERS 6' MAX FROM10'*AX CORNERS I O.C. 6' MAX FROM7itCORNERS r 20' MAX. O.C. L W MAX FROM CORNERS 1 ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WU400W 1 16 V2' MAX O.C. 6- MAX. FROM J CORNERS I 4 1/2* MAX. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG W NDOW 12 3 MAX O.C.O. t' MAX FROM^ W MAX NECORRS I r— O.C, 6' AAA O.0 t` MAX FROM CORNERS 6' MAX FROM CORNERS 16V W MAX G.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. 101, LE n 1. 0 IN W MAX G.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. 6' MA . P/N 50.2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINOOW i SilverLine g7l 1. 0 IN ha mal al}poo o+ v Z 3\!z N 6' MA . P/N 50.2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINOOW i SilverLine g7l ow o6"F.LME 0417K roon.awwwlccwa.oe ha mal al}poo o+ v Z 3\!z N cc 5 d tZ W T ppm A vzT tu M e ywmCLnz J N d r AI G I o W o c Tm NJ N y O O V) m H o o LLI LuWO F o SW0002 IEET.. 3 OF 6 CONCRETE/ MASONRY 11/2, MINBYOTHERS EMBEDMENT Silver Line CAULK BETWEENL„Ancfers n CONCRETE/ MASONRY A ZX .•, a' WOOD BUCK BY OTHERS 2X W000 BUCK BY OTHERS 7SEESHEET6FOR CONNECTION DETAILS 3/8• v•. a. o 0 0 o a a8 WOOD SCREW E06E MIST. vcinuernON u.m, wVawVC ac:aanc INSTALLATION ANCHOR ....... ... rh (?x)4711000 3 unZrEXTERIORQRSU4. MAX )THMIN. 3/8• EDGE DISTANCE PERLMETESEALANT U4• MAX. SHIM SPACE SHIM SPACE dZnN N i viip ^ O.A. I 4 ° BY OTHERS 1 / SASH REINFORCING h1++ j e v o + HEIGHT EXTERIOR SEE SHEET 6 FOR REQUI MHEET MIN. 3 THREADS Lcc u Y W^ 40 m ? SEE ' DETAIL PENETRATION BEYOND METAL STRUCTURE W i 0 j < w a 000 40QSEEGLAZING INTERIOR US GR.5 SELF-TAPPING'SCREW Lu aOETAIL• SHEET 6 INSTALLATION ANCHOR d n METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION oNOTEl4 g VERTICAL SECTION m 4 HEAD - ZX WOOD SUCK EXTERIOR FINISH NAIL, FW BY OTHERS SEE 6LAZING EXTERIOR PERIMETER SEALANT O DETAIL, SHEET 6 BY OTHERS H O O.A. v In I EXTERIOR INTERIOR UNIT WIDTH u- CL Z O.A. p Lu WUNIT HEIGHT PERIMETER I C HORIZONTAL SECTIONSEALANTI BY OTHERS 1/4• MAX 4 IAMB • METAL STUD EXTERIOR FINISH SHIM SPACE NAIL FIN 1 110 l8YOTHERS -'\ ZZ 8 WOOD SCREW INSTALLATION ANCHOR . 3/8' MIN. X WOOD BUCK BY OTHERS SEE SWEET F0 CONNECTION DETAILS D a E06E GIST. y ;•lZ r:"Q t w7f+F;D CAULK BETWEEN a CONCRETES MASONRY ANCRETE/ MASONRY 6 ZX I I/2• MIN. L WOOD BUCK BY OTHERS EMBEDMENT m m 2 a VERTICAL SECTION N po 6 XS rN2q0 q SILL •:IKWOOD BUCK o NAIL FIN Sw 2 SHEET: 4 OF 6 30 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAVLK BETWEEN .' CONCRETE/MASONRY BY OTHERS .......... EXTERIOR FINISH ...... 3/4' MIN. EDGE DISTANCE 'i 2X WOOD BUCK/5TVD BY OTHERS SEE 5HEET 6 FOR v4' MAX. CONNECTION OETAII 5 SHIM SPACE a SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 11/2• MIN. DETAIL SHEET 6\ EMBEDMENT INTERIOR PERIMETER SEALANT J t SHISHI MAX. M SPACE BY OTHERS / O.A. EXTERIOR ( ! INTERIOR UNIT HEIGHT SEE C-LA2SN6 DETAIL, SHEET 6 VERTICAL SECTION S / HEAD -ZX WOODBUO( v THROUGH FRAME SEE 6LAZIN6 DETAIL. SHEET 6 EXTERIOR FINISH EXTERIOR 4 INTERIOR PRECAST SILL ANCHOR STRAP, AT TWIN 4 3/16' ITW TAPCON TRIPLE CONFIG. ONLY. SEE a. .. ' INSTALLATION ANCHOR .. 11 PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995.2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. PERIMETER SEALANT BY OTHERS—N\ V4"MAX. SPA CE i I EXTERIOR FINISH BY OTHERS 4 1 1/4' MIN. EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON u • a. .. ' INSTALLATION ANCHOR .. f 3/4' MIN. EDGE DISTANCE VERTICAL SECTION S SILL•CONCRETE/MASONRY THROUGH FRAME EXTERIOR OA UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. V2' EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS rF-- HORIZONTAL SECTION 5 JAMS - METAL TUBE/STUD ORAPPROVED MULUON THROUGH FRAME 1*14 PANCAKE HEAD q 0000SCREWSFROMSTRAPTO 40000 FRAME. HOLES PROVIDED 2.0000- x0000TOACCOMODATE014DIA. 0.500 0.0620 0 4,0020 2.3750 I T 0.7500(2) 3.0000(2) 6,0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, VSE (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 SELF -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. SilverLine I-Andl'ISCtI W72 u •cra. ••••1 wen. awasncew anoe Z m 3 8 y d 8 W W mNcoyWV J Z Q W moi x uiy 5 Wp 7, Waa Z r 0 < O zz m H 4. ac Z W w o pi! JJintittttt my Tjz- 3 =Z a DW6 #: SWD402 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 X HORIZONTAL SECTIONMEETWGSTILE6INTERMEDIATEFRAMEMUWON I- ALUMINUM SASH REINFORCD46 IS REQUIRED FOR THE FOLLOWING STZEiaATINGS: 48 X 72, (O/X), DE5I6N PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 P5F 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 P5F 108 X 62, (O/X-O/X•O/X), DESIGN PRESSURE -/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALL 6lA?SNG CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQClIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. GLAZING DETAIL 1 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 TS NOT EXCEEDED, 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK I/V ITW TAPCON ANCHOR 4- FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT f WINDOW FRAME. L BY OTHERS I V4• MIN. EMBEDMENT I V2' MIN. EDGE I DISTANCE 2' MIN. EDGE I 1 \ DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine a--Wkysen E711 oc+•. 0000• a'R a4 F4UE WM wen, ,,wwc w asw QQXQQQ Z y a T 5/8' O.A. 1.6. GLASS 8 Z EXTERIOR / N INTERIOR WV r z 0 l J MIN. GLASS BITE 1/r m 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATION 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 TS NOT EXCEEDED, 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK I/V ITW TAPCON ANCHOR 4- FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT f WINDOW FRAME. L BY OTHERS I V4• MIN. EMBEDMENT I V2' MIN. EDGE I DISTANCE 2' MIN. EDGE I 1 \ DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine a--Wkysen E711 oc+•. 0000• a'R a4 F4UE WM wen, ,,wwc w asw QQXQQQ Z y a TfpNNo1ZNr6w 8 Z q nl W Z '0 WV r z mpzg J m Lo 0 op H zo H q ZZ C O LU W W o 15s Dw6 $t: S W 0002 SHEET: 6 OF 6 j/ 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# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09 -04'00' F t iO Z • 0 7 0 T T cc F•••'•••.....•••' G S/ONA,- Hermes o, P.E. Florida No. 73778 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL*: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 89241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrlBUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 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 1.2S" 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 1/2/2618 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge bpr W Product Approval USER: Public User Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail i Y jP 'r ,J V, Y•• . a • ;#;, ;' Category li;r a.,.°• Subcategory Compliance Method FL12194-R6 Revision 2017 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j Evaluation Report - Hardcopy Received FL # i= Application Type Evaluation Report Code Version y, y • f ;''.',''.• Application Status PE -74021 a< • 1' ' Quality Assurance Entity PRI Construction Materials Technologies, LLC r' "" Comments x, d a ...l L i,;.' 1; :• Validated By Archived I. Sections from the Code Product Manufacturer Address/Phone/Email f>•;,rs w,,;• . Certificate of Independence 9, Z' taV Authorized Signature Product Approval Method Method 1 Option D app Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2https:/Awww.floridabuilding.org/pr/pr Technical Representative Address/Phone/Email Quality Assurance Representative j`•' :" ' Address/Phone/Email i Y jP 'r ,J V, Y•• . a • ;#;, ;' Category li;r a.,.°• Subcategory Compliance Method FL12194-R6 Revision 2017 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest A+'';-' -: Evaluation Report Referenced Standard and Year (of Standard) Standard Year it] -:f•'•.', Florida License PE -74021 a< • 1' ' Quality Assurance Entity PRI Construction Materials Technologies, LLC Y1 Quality Assurance Contract Expiration Date 06/19/2020 a ...l L i,;.' 1; :• Validated By Locke Bowden I. Sections from the Code Validation Checklist - Hardcopy Received f>•;,rs w,,;• . Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits Mt r.arS.y++,;• Referenced Standard and Year (of Standard) Standard Year a :'}'+. '• AAMA 1402 2009 Equivalence of Product Standards Certified By t'.' y.. I. Sections from the Code 1' rF•'Y'. t Product Approval Method Method 1 Option D app Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2https:/Awww.floridabuilding.org/pr/pr 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 12194.1 1 Alumunum Coils Aluminum Soffit I Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.20f Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes B.ckl Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional 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 w4 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 Iicen! under Chapter 455, F.S., please click here . Product Approval Accepts: RON®® Credit Card Safe hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Kniibt Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC 15001.3 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. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit 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 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 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, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. pY( IR!Ip i G'rP. No 74021 53 '. STATE OF W 0,n sc O R % O N_ CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 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 1 1 ALC 15001.3 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 If- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12.14 Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16.14 Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24.14 1 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 psf) 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. 3/1612F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 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 12F-2 16 -inch Wood0.072-inchcrownstaplesindiamondpatternWoodcrownstaplespaced8 -inch o.c. dia. x min. 1/4 -inch head dia. trip nail spaced 48- 48 64.2spaced24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 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. No. Width psi Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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. 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 spaced max. 8 -inch o.c. 12J-1 Max. 16 inch Wood staples in diamond long x 3/8 -inch head diameter screw spaced 16 -inch o.c. Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch head dia. trip nail spaced 48- 48 64.2 panel lap 12 -inch O.C. pattern spaced 24- connecting soffit to J -channel spaced 8 -inch o.c. inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x inch o.c. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F -Channel Attachment Substrate Panel Attachment Fascia Cap 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- 153.3 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- 153.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch O.C. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 125.6 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- 27 16F4 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 24 -inch o.c. 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 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 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 Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 143.3 16 -inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced 31.4 lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.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 pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch ox. ALC 15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072•inch diameter 24F-1 12 -inch Wood leg staples in i . 1) min. 2.25- 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 ga1/4- 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 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0 072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 psi 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. t80/-60 diamond pattern ininch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o c 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. f80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 Psfl Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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 One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 Max. Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16 -inch spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of 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 J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 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 ga1-inch .'/.- anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- aco. min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced chinch ailshanknail inch ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 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 12F-1 & 12F-3 Min. 3/8" head dia. nail with min. 154" engagemenc(for wood substrate) or min. 0 097" dia T -nail or stub nail with min. 5/8" engagemenc(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood . Conc,•-r- or Block w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN DETAILJC' CROWN STAPLES USING A DIAMOND ; KrVCDIi suw ts i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4 X 1/4' CROWNFACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAID S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' DOWN CROWN STAPLE SOFFIT_ max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC 15001.3 FL12194-116 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 Lj V ` SOFFIT STAPLE 01ST DIAMOND PATTERN 1 LDETAIL FACIA BOARD>/r crIT S i 3/4- X 1/4- CROWN STAPLE '24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWNFACU1 1— CHANNEL 80AR0 1-3/4- TRIM NAIL STAPLE W ON CENTER PscrewedtosoffitPAIf4iE0one(1) H8 x S.S. 48•with FASCIA CAP 1/2'x 3/8• head diameter screw, O.C. 3/4- X 1/4' 16• o. c. CROWN STAPLE SOFFIT—max. 12 -inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 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 I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT OPEN RAFTER 1'4' CROWN STAPLE FASCIA BOARD 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL OETAIL SOFFIT; MAX. 4' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. 1!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 I I I II \—"F" CHANNEL Wood. Concrera or Block W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ `, SOFFIT STAPLE 3/4• x 1/4' OPEN RAFTER Ij ' DIAMOND PATTERN DETAILCROWNSTAPLES it USING A DIAMOND sr gt= PATTERN FACIA GOAR0 FASCIA CAP 16F-4 3/4' X 1/4' CROWNSTAPLE 8 FACIA OOARO 1-3/4' TRIM NAILONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F CHANNEL CAN 8E INSTALLED WITH THE PAINTED S.S. 48' FASCu CAP NAILING FIANCE UP OR O.C. 3/4' X 1/4- DOWN CROWN STAPLE SOS_ max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA it DETAIL ALC 15001.3 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 !' TRIM NAILFASCIA BOARD PAINTED S.S. —\ 10 FASCIA CAP SOFFIT 1"e!' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"71' CROWN STAPLES SOFFIT &FASCIA DETAILUSINGADIAMOND PATTERN; REFER TO 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER / \ oo TO SOFFIT 1 FASCIA DETAIL F' CHANNEL ISOFFIT; MAX. 16' 3/8 SPAN M \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 System No. I Installation Detail 16J-1 3/4' X 1/4' CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIi PAINTED S.S. 48' O.C. SOFFIT—max. 16 -inch span ALUMINUM COILS, INC Soffits Appendix B VW KrVM` SOFFIT STAPLE DIAMOND PATTERN 1L I FACIA 130MO TvtEn ifTA0.[cS / DETAIL ASCIA 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 DETAIL 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 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'a}' CROWN I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'aJ' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT >L FASCIA DETAIL 24F-1 8 24F-4 1.4- CROWN STAPLE --- FASCIA CAP; REFER TO SOFFIT Z FASCIA \ DETAIL / Nominal Yah' SYP Batten Anchored to SOFFIT; MAX. 24' f -CHANNEL Rafters with one ld Ring Shank Nail at every Ratter WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NA0. FASCIA BOARO PAINTED S.S. la' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFITI 1 -el' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 8 DETAIL 24F-5 1'aj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA 01 TAP. Nominal rat' STP Biffen Anchored to SOFFIT; MAX. 26' F -CHANNEL Rafters with one 1d Ring Shank Na0 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 I I- TRIM NAIL FASCIA HARD PANTED S.S. 146A i' T.NAIL$ FASCIA CAP SOFFIT I'e!' CROWN STAPLE I t' TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'e!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1'aY STP Oat ten Anchored to SOFFIT; MAX. 24' F.CHA14NEL Rafters vith one Td Ring Shank Nail at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. I'aj- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1'a!' CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1('' TRIM NAIL PAINTED S.S. DETAIL 24J-1 & r4' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA ol Nominal 1' s r SVP battens OE1Aq h.9 raven andacaebadith SOFFIT: MAX. 24' I I j/g 1 -CHANNEL secured with one (t) 70 rmgone IIshanknailStraight -nulled IthroughthefallerIntotheend WOOD SUBSTRATE------' UBSTRATE of the batten or two (2) 70 nng Stank nags toe-ruged on alther aide of the battern at the baUWratler intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. Debbi n. Wind Pressures.for Soffits in:Ex osure B Building - Zone : r Mean " ._ „: _ . c x.; x r :: >`= ",:Basic Wind -S eed' mph)-,, h Roof . s 12-6 ... ,• • - : x,-:; I.30 ,; ',;;•140 =.:150 160 _ 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 1 -37.9 -42.2 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 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) L 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) Roof( ft) 120 130 140 150 160 170 180 190 Height 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FI -12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure 0 Building Type Zone Mean Basic Wind Speed mph) HeR htfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FI -12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" 1/8" HEM 1 S/8" 1 -T 3/6" 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8„ 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 ALUMINUM COILS, INC Soffits Appendix D 18' BLANK 3 / 8 PROFILE i 1IMF o W Tvv ol0000 000 00000 000 00000 000a ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" j 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 i7 SMF 00000 o sP rvv 02V rYP O.12w rrn 000 O O 0 O 000 00000 000 00000 0000 END OF REPORT ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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.aluminumeoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Resort 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. ALC 15001.3 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 ?anels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 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 Y rR i E NSF , .• No 74021 0 '.. STATE OF 41J CERTIFICATION OF INDEPENDENCE 2017.09.01 2,/ Z' ' 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 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 1 1 ALC15001.3 FL12194-R6 Page 1 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 d. 16"Q4 Soffit — 8 -inch o.c. Fastener Location if- Fastener Fastener Location 11 l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J4 Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J4 Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x. 072 -inch dia. x min. 3/16- 0 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 140.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4 -inch 48 12F-2 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. head dia. trip nail spaced 48• 64.2 spaced 24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 8 -inch 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/ crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. aced 8 -inch o.c. spaced head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 153.3 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. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 43.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced 31.4 lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16 -inch o.c. lap inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia trip 31.4 nail spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 4 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 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. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2 25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shchinch ailshanknail 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 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 80124F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8 -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 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) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. k ailshanknailShank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. n 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch 1) min. 2.25 staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 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.cand finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c ALC 15001.3 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. System No. Installation Detail Min. 3/8" head dia. nail with min. lk" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail VVWNW `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN I I3/a• x 1/4' DETAILCROWNSTAPLES USING A DIAMOND PATTERN FACIA BOARD FASCIA CAP 12F-2 FACIA BOARD 1-3/4' TRIM NAIL3/4' X 1/4' CROWNSTAPLE '8' ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEOC NAILING FLANGE UP OR 3/4" X 1/4 DOWN CROWN STAPLE SOFFIT- max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL Ir ALC 15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj VV KnOCCH` SOFFIT STAPLE DIST I STOJUS DIAMOND PATTERN I DETAIL FACIA BOARD ET i STMI[/ 3 3/4" X 1/4' CROWN STAPLE '24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 HIM3/4' X 1/4' CROWNFACIA 8' 1— CHANNEL BOARD STAPLE ON CENTER 1_3/4' TRIM NAIL PscrewedtoooffitPAINTEDone(1) q8x S.S. 48' with FASCIA CAP 1/2" x3/8" head diameter screw, O.C. 3/4" X 1/4' 16' o. c. CROWN STAPLE SOFFIT—max. 12 -inch span S Woos 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' TRIM NAIL FASCIA 60ARO PAINTEU 1.5. FASCIA CAP SOFFIT 1"4. CROWN STAPLE OPEN RAFTER FASCIA BOARD 11615/8' [414 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA OETAR. F' EMANUEL SOFFIT: MAX. 16" SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 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 #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 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 W `, SOFFIT STAPLE 3/4• x 1/a• OPEN RAFTER DIAMOND PATTERN D ETAI LCROWNSTAPLES USING A DIAMOND J 31V KTVCDI stars i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4• CROWN e• FACIA 80AI20 1-3/4• TRIM NAIL STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F• CHANNEL CAN 8E PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• X 1/4 - 4• DOWN DOWN CROWN STAPLE SOFFIT -max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 No. I Installation Detail USING 16F-2 & PATTER: 16F-6 WAND: F' Sul AFTER BOARD CAP; REFER FIT i FASCIA MAX. 16' 1 e TRIM NAIL PAINTED S.S. ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA OETAIL SOFFIT STAPLE OIAMONO PATTERN BOARD CAP ROWN STAPLE ALC 15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3M KrWVM` SOFFIT STAPLE GIST DIAMOND PATTERN 1 I DETAIL FACIA 80AR0 yr s[r sr.n.c$ i 24' 3/4' X 1/4' CROWN STAPLE -24- ON CENTER USING A OIAMOND PATTERN0 FASCIA CAP 16J-13/4' X 1/4' CROWN 1FACIA 8' BOARD 1-3/4' TRIM NAILPAINTED STAPLE ON CENTER PELjS.S. S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT—max. 16 -inch spanS W000 OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAWTEO S.S. 1.4- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO 1'4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 2417-1 & DETAIL 24F-4 1'e!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA \ Nelith' SYP DETAILC^L Batten Anchored to SOFFIT; MAX. IA' I ( I 3/8 F -CHANNEL Raftersrs vilA one 7d Ring Shank Nail at every Rafter / W000 SUBSTRATE \ / SOFFIT STAPLE DIAMONO PATTERN ALC 15001.3 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOrN SMANK FASCIA CAP ROOF NAILS SOFFITI 1'Q' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 8 DETAIL 24F-5 1-4. CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nonuul 1'aY SYP Batten Anchored to SOFFIT; MAX. 26' F -CHANNEL Rafters with one ld Ring Shank Nat at every Roller 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 !' TRIM NAIL FASCIA BOARD PANTED S.S. 146A I' T -NAILS FASCIA CAP SOfFIT 1'4- CROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'e1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal I'x?' STP F -CHANNEL Batten Anchored to SOFFIT; MAX. 24' Ratters with one 7d Ring Shank NaR at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 {- TRIM NAD FASCIA BOARD PAINTED S.S. 1'4' CROWN FASCIA CAP STAPLES SOFflT USING A DIAMOND PATTERN: REFER TO CANTILEVEREO r4' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETA4 FASCIA BOARD SOFFIT & FASCIA 1 t- TRIM NAn DETAILPAINTEDS.S 24J-1 8r 1'4' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA oo DETAIL Nominal t' 2- SYP battens I..9 ecueG carters and SOFFIT; MAX. 24' I I I 3/8 1 1 -CHANNEL th onesecuredwAnhone (1) 7d ring 1 I clunk nail etrarOht-nalle0 through the rafter into the end M000 SUBSTRATE of the batten or two (2) Td m0 "k nags toe -r tided on moor swe of the baltern at the batten/rafter elursectron 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. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) HeR ofghtf< 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 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 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) Roof( ft) 120 130 140 150 160 170 180 190 Height 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed (mph) Roof( ft) 120 130 140 150 160 170 180 190 Height 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 Enclosed 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" — 1/8" HEM T -T 3/4" ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/0' 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" 7/8" 1/8" HEM 6"FASCIA i" BLANK 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 ALUMINUM COILS, INC Soffits Appendix D 18' BLANK 3 / 8 PROFILE znsi¢r 0srrn o 0000 0000 aoaoo 000 00000 0000 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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" 3/e" 13.75" BLANK 3/8" PROFILE z.175 -W 101 0000 000aa ooao a0000 0000 END OF REPORT ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/1018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BUS Site Map Links I Sear Fbrida 4,Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i l 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 i Validation Checklist -Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFIorida%20Bu ilding%20Code%200nline.html Year 2016 2010 2011 1/2 1/2/2018 Florida Building Code Online Date Validated 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 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 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 ticen! under Chapter 455, F.S., please click here . Product Approval Accepts: WOM[® file:///C:tUsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-Ri3 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 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 6th 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen. NL""'` • P.E on 09/05/2017. 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. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6t" Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Kniint 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 UL LLC (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-R33 Certificate ofAuthorization #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 2 of 22 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT" 30 and XT'" 301R are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark"IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" and Presidential Solaris"A are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 Vasd = 150 mph (V,,,, = 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 PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 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 Salads'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V,,,, = 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 3532.09.05-1133 Certificate ofAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13-.09/OS/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 0' , XT 2 III! RIMINI 11111 111111111111XTTM30JI 12 1 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" x-(305 mm) 305 nen) (305 mm) --i C1r+-1"(25mm) 1 Selant 1"(25 mm) 5 5/e" (145 mm) 5 #12,, for rwnod nt T METRIC 131/e" .- 131/e" 131/s" 1"(25 mm) Sealant 1"(25mm)-( 61A.. Figure 11.3: Use jour nails for every full shingly 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. 4jR'?o1ling Cement Apply t"(25 mm) spols of asphalt rooling cement under each tab corner. Figure 11.4: Usefour nails and sir spols ofaspbaft cemeni on sleep dopa& CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20"*, XT'" 25. XT'" 30. XT'" 30 IR: Cut Shingles 251m" --1I .. 2 (50 mm)Remove, fl—-— II MIShinpple 12" Cap305 mm) Shingle Figure 11-24• Cu! labs, then trim back to make tap sbinSW English dimensions shoum). 5" 12". (305 mm) r Fast 1250101) SAP-", ia aa 55t' SCOW l l Figure 11.15: Instr lttlion of caps along the bips anti ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate afAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 QO TRINITY I ERD 6.5 LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for eecn full shingle loc,,ued as shown helow, Use SIX nails and FOUR slots of asphalt roofing cement for ewry full shingle as shown below. Applyasphalt roofing cement 1"(25 min) from edge of shingle. Asphalt roofing cement meumg,"SI'M U 4586 Type 11 is suggested. 1 I 1'(25 mm) t' (25 mm) I — NO Line Ned Nadtirie , Fitwre 2: U.,e six nails finr ower)-fit/1 sbigde. Fieuro j: Usefix nails and furrr s/xds of aspbalr sting ceineni on siveli Slopes. 6.5.1 Hip & Ridee for Arcadia'": Cedar Crest'", Cedar Crest'" IR Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. 203 mm) ,.( 305 warm) re Hand -sealing adhesive 4" 1/4" t- 3/4" — I r 1w Dab of asphalt cement between 1w shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 22 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I IQ' (3e mid 01 I= o AddifiomJ nTds d iequimd.t' (25 mn) 1' (25 mm)—I SIB' (16 mm) 65/6' 220 wm) TA 1' (25 mw)w flooring cowl 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle• Ridge Figure 17-18.• Sbangle" Ridge, 18' Exposure Remove tape from the right side 1'Sthe 8• and fasten 1 SECOND F. 85 8ti/ RIGHT FIRST LEFT Figure 17-19• Installation ofSbangle® Ridge sbitrgles on b/ps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP31"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate olAuthori:otion #9503 6T" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 6 of 12 00000 08100, IIIO'n1! QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I IQ' (3e mid 01 I= o AddifiomJ nTds d iequimd.t' (25 mn) 1' (25 mm)—I SIB' (16 mm) 65/6' 220 wm) TA 1' (25 mw)w flooring cowl 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle• Ridge Figure 17-18.• Sbangle" Ridge, 18' Exposure Remove tape from the right side 1'Sthe 8• and fasten 1 SECOND F. 85 8ti/ RIGHT FIRST LEFT Figure 17-19• Installation ofSbangle® Ridge sbitrgles on b/ps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP31"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate olAuthori:otion #9503 6T" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 6 of 12 QOTRINITYIERD 6.7 CARRIAGE HOUS SHANGL ®AND GRAND 1 1MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use five trails for then' full Shingle. SB" 8 16 mm) (220mm) Figure 17.1• Use fire nails for eu:eryftdl Grand Jlanor.Sbangle, Carriage /louse Sbangle. or Centennial Slate lise seven nails and thme slat. of asphalt roofing cement for every full Grand Manor Shangle. Use flee nails and three spots of asphalt roofing cenieni for every full Carriage Ilouse Shangle and Centennial Yate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figure 17.5). Asphalt roofing cement meeting ASMI D4586 T)T a II is suggested. 1 1/2- 3/ mm) or leas r 1.. 25mm) T— Sl 16L 1' 1 25 mm) F7gurr. 17.5: W ben installing Grond ,1lanor Sbangles on steep slopes. use. seven nails and tbree spots of aspball roofing cement. 6.7.1 His) & Ridge for Carriage House Shanale® and Grand Manor Shan IRe: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK'"', LANDMARK'"" IR, LANDMARK'"' PRO, LANDMARK'"' PREMIUM, LANDMARK'"" TL, LANDME SOIARIS, LANDMARK'"' SOlAR15 IR, NORTHGATE: LOW AND STANDARD SLOPE LANDMARK TL METRIC DIMENSIONS 12" 143/4' 12" 1--(305 mm) --I--(375 mm)—I—(305 mm)-- rrawwwuaa e woraartws L (--1" (25 mm) Release Tape 1" (25 mm)-I t,n.. NarlableT Am N1DE NAILING AREA NorthGate: tr If 1305 mm) y 13W' 13" 131/2" 1--(343 mm)— (330 mm)—I—(343 mm)- I--1" (25 mm) 1" (25 mm) -I Figure 1J.4. Use four nails for erep-full sbingle. Rating areas tot low and standard dlbpos (hom 2:12 to 21:12) Nal betxeen upper 6 boar Ines as shown above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAutAoriration #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 Type 11. Apply I- spots of :sphAl roofing cement undo each corner and it about 12' to 13" in from each edge. METRIC DIMENSIONS I_— 12" — - 305 mm) 1 "(25 mm) Nail Area For SieepT 25 mm)---- 143/i' —1.. 3755 mm) (305 mm) aease =Tape 1125 i Cement STEEP 12• SLOPE 1---(305 n NAILING AREA I 25 mm; QOTRINITYIERD LANDMARK TL 131/z" 343 mm) 13" 330 mm) 13112" 343 mm) 1 "(25 mm) I 1 "(25 mm) --1 I NorthGate: 14-3/4' 1"(25 mm) Figure 13-5-- Use six nails and jourspols of aspbdi roofing cement on skaep slopes 12' 305 rr 1'(25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Rid¢e for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/6' Mmm) (250mm) 6' 6, 415/16' 415!16' 150mm) (150mm) ( 125mm) (125mm) English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 22 t Notch for Centering 12' 131/4' 305mm) Notches for Alignmem 7 337mm) the Top Edge of the Pn vlous 1 m) Caplor5'(125mm)Exposure L English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 22 6.8.1.2 6.8.1.3 131/4' 337 mm) 927/37 250 awn) 415/16' (125 mm) Cemerxq Noleh Align these / notches to top cdgo of previous course NorthGate Ridge QOTRINITYIERD 13 1/8" 1.. @—(333 mm)— d-s s/e• M1. 4-6 yrs• -I168mm) 168 mm 1 1 1 I Centering 131/4' ` Notch ' 194 mm) (337 mm) 1 I / Align these 7 5/8' notches to top (194 mm) edge of I previous course. NorthGate Accessory 12• 1 ( 305mm) I Laying Notch I I I I figura 13-20. Use kpIng nok&s to cenkr sbingks on Gips and ridges, and to locale The corrml acposum For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate oJAuthoriiation #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 PL® Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use fire nails for each hill Presidential shingle as shown below. Nailing 40' Guide Lines (1016 mm) 5 114' 133 mut) 14 114' 1 1!2' 3A mm) (362 mm) NOTE: Apply nails on painted guideline. Pigrwe 16.6.• Fastening Pnuidenital and Presidential T6 Shrike shingles on low and slandard slope& QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 palls in between the 11aWng guide Mies, apply 4 nails I' above lab cutouts making certain labs of overl)tng shingle cover nails. 1' diameter asphalt roofing cement Figum 16-7.• las ming Pres'idmild and Pw4idonual M Shake shingles on steep slopes. 6.9.1 Hip & Ridae for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'", Presidential Solaris"'' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"m IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: figum 15.3: litslrning llnllems SAintles on Lots and Srandord.Vopes For Ion• and standard slopes, use rot nails for each full Il:ateras shingle a. shmcn abrnt. C' 'mm)— I —,— r(garr IS-!. Ibslrulud /brrrnrr S(ring4r ou vrrp.Voprs Wr steep slopes, use Gee nails and eight spas of asphalt rooting cement for each full 1lwtcras shingle as shown nbme. Apply I' Minot) diameter spots of roo9ng cement (ASTM D 4596 7)'pe 11 suggmed) under each tab corner. Press shingle into place, rto not e%PDW cement. CAVI'ION: 7bo mach roofing Berne i can rause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthorirotion #9503 6'" 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 OA, Figure 15-14: 18 tlree piece units separate to make 54 Hatteras Atxessory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 91,-- 230 men) I I I I I I I 1 I 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Ft ure 15-20: Cut Hatteras sbhrgles to make cover cap. r03 mm) 2A mil\ Figure 15-21: Installation o% caps along hips and ridges, 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Rs a vl-K-A STEEP SLOPE: Use FIVE nalls and EIGHT spots of asphalt roofing cement* for each full HighLund Slate shingle. For Mlami-Dade, 5LC nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4536 Type 11 is suggested. Mrsn•pod repu'r 9 SIX nab (two rwD • 125 mm) rr4wdowcmeu _r, ..— a.toun a c owns "em.0a rpunt six Z p m rrY uWNE pNr rerbr Wows naval Figum 1/ -3: Use FIVIi nnBs for every I118biand Stale sbingla Figure II -.It- Use fM mica and eigbl spols of aspbrdl roofing cerium, under encb lab armee Mrri0 N: Excessive use of roofing cement can cause shingles 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 Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorization #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 22 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle localetl as shown belmv. Sealant I -- 56 —1 M3 I =ipI CM -I QOTRINITYIERD STEEP SLOPE se FOIIt nail, and four simi.; „f asphah nMrfing cenu•nt for every full shingle as shorn heloxe. Asphall radio, eeinvol mtwling ASMI 114586. ylw II is siiggtsted. Apply I'(li nun) slwts of asphalt rtK,rtng ccmet I :u shout. CAU)TIO\: Fxcessire use of roofing cemet I can noise shingles to blister. I1Si:ml I • 4 TT Roofing cement - I~1— --j— 124VCM- o" 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge"m hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorirationp9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/.2018 Busi s Profession I • egul tion Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BOS Site Map I Links I Sear. dbpra Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:ltwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # 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 Reoort TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf 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 Approved for use outside HVHZ: Yes Underlayments final.pdf 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.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 TaP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments 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 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Third 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.adf 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.ndf Created by Independent Third Party: Yes https://w".floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%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 htta:/twww.tamko.com Duality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U ndedayments 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, 6'" 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. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV 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 undedayment 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. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOD 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 manufacturers 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 TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 400F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 350F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® 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 TAMKOV TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t1F Y 1R 11I, P'i G` CO. '9/F''. No 74021 oi :CC 0:• STATE OF :4u 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. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO 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. 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 manufacturers 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 TAMKO® 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 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: TAMKO® TW Metal and Tile Undedayment 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: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles andtN Clay and Underlayment Shingles Shingles RoofingShakes Concrete Tile TAMKOO ASTM Slate Y' N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOV 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 TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKO® 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. 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 9n& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PRY tR ., N; 1* %% G1;. ,'9/ic " No 74021 STATE OF C>,n • A, p.: 1 s "00 N Al. S %%%% 81111111 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, RE 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 FI -12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online SCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map links Sear F rda _ Jam" Product Approval 1 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation iCode Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 s 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 JDate Submitted 11/08/2017 hnps://Ooridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVidikEkuTrizAU6DFsUcmbpCG3RoA%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 Stinuniary of Products - - - - - - - - - - - - FL it Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C GAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.odf 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. Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odt Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 13792.4 1770 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC NOA 15-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Back I NWe`t The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwlDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUc.mbpCG3RoA%3d%3d 2/3 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28Ay%A_ Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeory: Ventilation Material: Aluminum 0 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 Aeencv 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'/<" aluminum annular ring shank nails. With the first nail 1'/e" 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'/d' 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 l8" 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 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant ##10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT 4 ----- -------- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT i 20.31 5.33 DETAIL B 11.00 -- 1600 750 SERIES LOUVERED ROOF VENT A.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C T .00 16.G0 750-S SERIES LOUVERED ROOF VENT o1 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 11.00 F 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 41 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 T F Pj_ M[AM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I 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 Descriation 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 l6" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/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 %i" 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMMAD; COUNTY 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 ME i ME 5 700 SERIES LOUVERED ROOF VENT ME i ME 5 700 SERIES LOUVERED ROOF VENT DETAIL B 11.00 I 16.G°b 750 SERIES LOUVERED ROOF VENT 4-91 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 I DETAIL C 750-S SERIES LOWERED ROOF VENT 91 NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 11.00 w I -i23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 mD C0L l,Tr MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/eeonomv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Cateeory: 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 Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/ aluminum annular ring shank nails. With the first nail 1'/," 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'/d' 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 1/2" 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 Lim ITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 m= -m M ME mm 'M M 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 m= -m M ME mm 'M M 700 SERIES LOUVERED ROOF VENT m= -m M ME mm 'M M 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT 4.91 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 1 1.00111,00- 16.006.0CJ - 750-S SERIES LOWERED ROOF VENT 4,91 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i e7.li 1 x.33 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE V1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Fir -06S M ' - Atij LSO SCIS Home log In User Reglstratlon Hot Topic Submit Surcharge Stats a Facts Publications FBC Staff ' BCIS Site Map Unks Search db a cul Product Approval p USER: Public User Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL * FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Emall 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 CAST.CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cpari ino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cpanino@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 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2D14 2016 Date Validated Date Pending FBC Approval Date Approved or 17 11/14/2017 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use dutslde 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 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: OacR rioxt Contact Us :: 2601 alalr Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooydaht 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 mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply 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 dict here. Product Approval Accepts: Credit Card Safe M IAM 1-DADE 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) tiyyyiy.mlamidade.zov/ecomomy 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 AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A.HJ 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) 411,611 & 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 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 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 manufacturees 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. I7-0821.18 MIAMIDADEGOUNTY l.- Expiration Date: 09!1.]/2018 I ((/////""""" Approval Date: 09/28/2017 Oq /Z 8/2o17 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 l of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and ilnfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stem'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, tilled "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 March 24, 2003, last revision dated March Il, 2008 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cost -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 tVo. 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 Deparlmew of Permitting, Environment, and Regulatorydffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (JZM. E. MATERIAL CERTIFICATIONS 1. None. A-, 4 &Ll elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 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 I 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 Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certfying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBAIITTED 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. 0' He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 STRENGTH PRECAST ANDHIGH PRESTRESSED CONCRETE LINTELS rr . II LAI 46 1. 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II) Fv Uld Mgihs mt d04e6 ti w 4411 bed from •ad NnPd IRON ehaen 117 Sow bob w 4upa 61 death bad. 18) $d• bob brA m mbed dmipo 4 W is par AGn00Out All 316 19) AOS wea iraA a 4r mob ( aloe Um ibA S• d i4ltbp bidnd 8w SEE SAFE tA113GL LOAD GRAVITY MM FOR LMD RATING 4S8 FOR EACH AL Ramm CNI(Awa "a' FUII COURSE 11'i CLR UP rs 769 RMW FOR 2' UMW CR40 or CR60 SAFE LOADS FOR 4" SOLID LINTELS 4At74A•T• GRAVITY LENGTH TYPE 4S8 X-C (427 PRECAST 1180 4'-0' (487 PRECAST 959 4'-6' (547 PRECAST 769 5'-10'(707 PRECAST 460 6'-6' (787 PRECAST 360 7'-6' (907 PRECAST 260 9'-4' (1127 PRECAST 156 10'-6'(1287 PRECAST 116 12118 Carn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y -C (427 PRECAST 687 371 4'-0' (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10'(707 PRECAST 407 148 8'-6' (787 PRECAST 366 118 7'-8' (907 PRECAST 280 87 9'-4' (112) PRECAST 187 55 10'-6'(1267 PRECAST 152 43 12F8 121`12 12F18 10) 11A - NA Ratti •. ti^}.•... ^ . 1Q labra r w emw Mr 11 b4 bxotd at 04 bollam of the oriel em*. , :•••.%`,\ : ' .. :, ``',iy,:r. crMISUD 8F12 e r • • %``- y pRonu BU8 61`8 61`16 oeo•IpIrlaBwldltb4FMtldr j`i;l%y. • y• • Aaery:arla Ne B aviwo"I TYPE DESSONATIONw .:.{t.{. - ^. r.mtummm/• wum 1 .-1,i :`•• 3- 'itrii •: • • ,..- 71mry man r 1ma•r maar ,+ ."C 1.3ti .' 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U a4 aRE UQ NM 44750 01 W1 urvislom a. a —CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES c 11M.l=_7Ll_1 " ^ z r " fu RM 000-u ouex m wwR am wu, urs fEe`m o 524 tutu aaaso rt t11wNb ASm•, A - tsa 8o 447" OtA80L11p w•t2 sRrr 1 ai 7 SAFE GRAVITY LOADS FOR 6" PRECAST U.LWTELS 4ws11 twn t SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U5 6F8-18 6%12-I8 5F16-18 6F201-18104-18 W28-18 SWAG 3-6' (427 RECAST 2332 2678 3892 5050 6148 7227 8297 9357 4'-0' (487 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-8' (547 PRECAST 1854 1867 3633 5050 6148 7227 8297 9357 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 5297 9357 7'-8' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 1,0 9'-4' (1127 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 2896 3747 11'-4'(1387 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-0(1607 PRECAST 373 417 646 899 1170 1483 1852 2285 14'-0'(1687 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2087 PRECAST N.R. 299 455 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRAM 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATERAL LOADS Ona w oaarenT 11.1 MMI A SEE CENERAL NOTE 18 SAFE. UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4-ST144"I" SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-8' (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 6' (907 PRECAST 222 367 116 9'-4' (112) PRECAST 173 352 74 10'-8'(1287 PRECAST 151 276 58 11'-4'(1387 PRECAST 139 311 49 1T-0'(1447 PRECAST 131 277 44 13'-4'(160) PRECAST 117 223 35 14'-0(1687 PRECAST 111 202 32 11'-4'(2087 PRESTRESSED N.R. 130 21 SEE CENERAL NOTE 18 SAFE. UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4-ST144"I" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 678-1T SF12-IT GF16-1T 020 -IT U24 -IT MAT 32 -IT 3'-6' (42) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'--0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2084 2577 3069 3562 4055 V-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (787 PRECAST 723 1097 1437 1777 2117 2457 2797 Y -r (907 PRECAST 648 863 124904 04 154400 1840 2135 2431 9'-4' (1127 PRECAST 575 571 980 1252 1492 1732 1972 10'-8'(1287 PRECAST 514 462 787 m 1121 133q 1551 91 1786 11'-4'(136) PRECAST 474 404 685 985 12l3j 1442 1645 12!-0'(1447 PRECAST 451 36710 619 888 1093 1299 1508 13'-4'(1607 PRECAST 402 JOB 515 INS 736 9061076 1247 14'-0"(1687 PRECAST J68 T65 475 877 832 989 1145 17'-4'(2087 PRECAST 253 j1 208 j 338 476.4 585 to 693 603 e) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 A,^(BP :'bv CRAIGPARRINO r#1 NALrosgoalls4; C.`, SEFFNEFI,T4 93584 FL. P.E.UC,N0.447S PRODUCER6ViSM m c"I'lAag -ill, We Plc Ada Building Cods Act grana No - O *z lhla $ js ey tab HUI uC0.9m PRODUC'"Bv181) MAADt"I g wft 16,F7mt6i Aeaplu'gy No r Z 18 11101 Ryl slow KLYIWUM s J CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESWMW. wo "-"',Y' 1tc 18TRi ot9ro-14 oulxg m mlWl AWAV stA1T, 0.ts s/sUw CmgOe m eauo FUM OIL - RC. go. 44731 R 1 0 S A SAFE GRAVITY LOADS FOR 12" PRECAST U-UNTEL8 wr+l" 3'-C (427 PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 1208 12W28 WIMP l2r18- tN2(H29 11124-28 11128-28 1D31-29 Y -C (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 114435 4'-C' (487 PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4'-6' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14435 5'-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 14431}, 6'-6' (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 141 7'-C (907 PRECAST 1138 1628 2131 3218 4676 1 6756 19763 1 9'-4- (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-C(12C) PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2517 3333 4206 13'-4'(1607 PRECAST 359 767 1 926 1294 1709 2186 2743 3409 14'-0'(168') PRECAST 321 720 865 1204 1584 617 1002 3106 17'-4 (2087 PRECAST N.R. 451 P 637 881 1141 T14281730, 210219'-4 2327 PRECAST KR• 343 471 700 925 1609 q THE t AMM IR PA@14T M ITE PUWa R MMIS 10R GtM 40 fi1D IDDM FM& SEE GE1Ok ROTE 710. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U -LINTELS 4 mm-omm 3'-C (427 PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12806 ING-M MIME IM ME 12718- M-9 IMS -21 12730 4'-4' (527 PRECAST 2538 2942 5466 7584 9640 11669 13679 15879 4 --TT' (54') PRECAST 2319 2740 5468 7564 9640 11669 13679 15879 5'-8' (687 PRECAST 1347 1841 3555 8395 9640 11669 13619 156 5'-IO'(707 PRECAST 1259 1758 3361 5954 9358 11669 13679 1587 6--C (807 PRECAST 924 1430 2633 4415 68&1 1 1257 1480 7'-8' (907 PRECAST 703 1203 2157 3494 5259 7922 9623 113 9'-8" (1167 PRECAST 369 84J 1451 2157 3203 4427 5417 6380 LENGTH 12US 12FO 3'-C (427 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299 4'-C (547 PRECAST 1049 3922 2417 5'-16'(70' PRECAST 681 2547 155 8'-C (781 PRECAST 579 2187 123 Y -C (907 PRECAST 474 1771 914' 9'-4' (1127 PRECAST 355 1328 58 10'-3'(1261 PRMAST 306 1143 4544 11'-4'(13C)PRET" 278 1041 38 12'-O'(1441 PRECAST 260 971 345, 13'-4'(160°) PRECAST 229 657 278 14'-0'(168' PRECAST 216 809 251 17'-4 (2087 PRESTRESSED N.R. 633 16 19'-4'(232`1 PRESTREW N.R. 1 534. 130_ 4'-4' (527 PRECAST 1295136921258; e -C, (547 PRECAST 1213 3458 12417, 5'4- (687 PRECAST 784 22361162% 5'-10'(707 PRECAST 747 2129 155 6'-C (607 PRECAST 602 1716 117 7'-C (907 PRECAST 504 1438 F914. 9'-8' (1167 PRECAST 1 355 1 1011_kSM-4 SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS c a l4mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 1118-21 I2FI1-21 IIFIO-2112F20-21 12PN-11 12128-21 IN32-21 3'-6' (427 PRECAST 2752 1 4287 5613 6938 18264 9589 10915 4'-0' (487 PRECAST 2389 3721 4672 8023 7174 8325 9477 4'-C (54) PRECAST 2113 3291 4310 5328 6347 7365 8364 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 2269 2972 3675 4378 1 5081 5784 T -C (90') PRECAST 1267p 1767 21634 3194 3006 4417 5028 9'-4 (1127 PRECAST 1028 117 2006 2590 3087 35 4019 10'-8'(126 PRECAST 920 917 1612 2281 2164 J209 3853 11'-4'(1361 PRECAST 858 829 1401 1982 2441 2902 3384 iZ'-0'(1147 PRECAST 811 753 1269 1188 2201 2616 3032 IY-4'(1601 PRECAST 678 633 1057 1485 1528 2169 2513 14'-0'(168' PRECAST 622 586 974 1365 1619 1993 2309 17'-4"(2061 PRECAST 3{ 127 895 964 1182 I/O 1623 19'- "(2321 PRECAST 366 370 593 617 1002 1187 1372 1) TRE Aureus a PIRf?MM All PtKW MUCK t6 FOR WATE 40 IIID MM RUWL SEE GWA Im¢ IM 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS C SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 1276-Tf 121110- ILVI4-1 11716 2 12072- 111826- IffiF)0- 4'-4' (527 PRECAST 1626 2685 3746 4806 5567 6928 7989 4'-C (547 PRECAST 1558 2582 3602 4623 5643 6884 7684 5'-8' (587 PRECAST 1210 2042 2850 3650 4468 5273 6081 5'-10'(707 PRECAST 1173 1954 2769 3553 4338 5123 5908 , 6'-8' (807 PRECAST 10201 1535 M 2426 3114 3802 4459 5177 7'-6' (907 PRECAST 9044 12264 21634 277W 3390 4041 4617 9r8'Z.(1167 PRECAST 703 P 771 1472 2181 2663 3145 3528p F) THE MOMM w PMRWHM TAE PENfOa 1®J=M 1011 • QJ ; . • • • • .: HUM= IR PNaRM6E ARE POW9 M=MMS fOR 10u0E 40 F o AM RM% SM iOV& NOTE VD. 4P80011cr.' V E NS: 10 FM AVOW REEK SU COMM NOTE R0. 4 m°11p7T1'T npT PAOWGTRBVISGO Dcau, arida 447 40OmPlY108%vtmtlnT0aW4 eadins owe I9 Aemyt m 14u o 0 3 8 ' P.\rli.' Gi240CR LYO R1010 °) B sfmma am MtnoT SEE GENERAL NOTES —SHEET 1 OF 3 r sss (JAL j44*` L. P.E'1,W0.4ti4 upwator —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 4 nu Tune awT7r-14 tnon m sawn Iauw sutG nas: aTE D m aura r 1'.F, - 1[C N0. 4034 aurR¢ A Win 170[1 3 If s MIAMI•DADE MIAMI-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) ivww.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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 perforin 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 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 HJe%lmy A. Makar, P.E., M.S. MIAMI LADE COUNTY !y NOA No. 17-0821.19 l Expiration Date: 05/21/2022 oq zgl2o 17 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06/07196, revision #1 dated 11108/96, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06/07/97, revision 44 dated 04128/98, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96, 45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Cert fed Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for 45 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Maher, 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 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control 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, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. S. 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. d-. &,dtn 2 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets 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 02/0312012, 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 (PER). 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. C;Aelmy A. Mat ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiratlon Date: W21/2022 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 I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTIiER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTM E-529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. J 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 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. W'9Z4Z - —__ elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 AS'T CRET HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS eCOD=RRVISED . [ ooucrRMOWOD a c••rvbft nit4 os F1.0" a oomplYl•R a1Ur 0. Floe -'I gads om Ohne 2;4WA PRODUCT QtTt6WID pppryvs•NhOrol A T1o0ow Dal/yro°ca a, a- PAr"sT trr z smss 000t u_uNtrL fir /OtCA4 u-uxm a Opi7+ Li7szr A' STIRRUPS •+ 32'0 BAR "+ IRRUPS s STIRRU_ P 7(32'0 BA R'UPS TYPE 'Br' STIRRUPS Y I n WIMELS snRRuv oErAus wkwatmom rat"..m." lI i`a"o•n uoao MCA.* 1WM MINNOW Chat: aABOCAtlaN rrooa .• ro q.r.. vara nri •P .tv r rru a Cw 7.15 0710zt. s t 7 MI51•/lSril L [1 •/amtaenca LGE /A1ON'N:TON r a EL w L COIOemC 2IKs90W !.. "Do rn rot r mutmo torah e. • 4m m rat Au. KCAtr • mCN U/n17. i WK PKMM mum . a7o s It L s+prsm nKwm tioutsud a. [om t!t MA uQKt of Salome mwao 0 come Surto FACU FAM ON or tK tm[atmo CM rK oQ•nt NI, or stmwro . 6 TM Vat Nm6mw CAO• Noon thous I amwjn IAmm tAml om L za roues ar "UTK rMM nM M AM o/ CtACmt NO K tmto u uw ar rfttumm uN6 mumies" CAN to /mat urmm 4m tt.NMm F=M r r t • l r : : _•CC'9[lf©[LI f3S iir_i1.!,1IF77iaFiatl]w r• s v.tur-aF-i ar.rr as rr:1- ,_,1 f[r[7fE7f[.f ,'ll!]GlYifcl:[FlG FiG•1tl<r r7C]Itsal S•[:Szr7u:art:PF 4!^y' r7artr[•tl! • t• r • •• . , , r . C1C[]t:iifitCl/[:r,i1a11'31rtL'11::IT.V.t!".Vc 7!':ill'G C/QO • _ err_ fflm1rj$',q"njfX111'a[iirJi'•r -ULUU UnM JLM C1GyOGs7l CYI L••SL'1lit fL1L'i-:'.:l R,S'^Itf y • Ut- J DLIV • - • _ a - oe+ir>,m r a:>,rts nts r.;r>r:rysrrr.n. . . . Ot9ff5iFCHa aftiL fr Caaaq:r.+:,avk7m:mull. r14 •t c:c ra vim ert tel'. s3 Rllriz::r.cf•titin:;aauf.r.e lcrn)_rr:r/!zfaJ•)..c/;. •ij:•L.:;^ ','i'ti. i,pj: 31NAWY:. , ru:uc:Hm:c.:ru rrs r A raq: b;; : of rt INMIC i ui SAFE LATF.TWLLOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U-LINTtUArcnoevnvinhnqFARR" PREt6ST L PRESTRESSED U-UNTEL8 IV MIZOART A VAIR7 FMC) L14JMLS 433, SAFPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8938 016.96 ant -c1 efle-ae U043 67x1 -m ns•M ra-M LENGTH 765 1 us-ty 6312-1I Site -Te ano-It 924-16 WO -16 OF32-11 3'-8' (4Y PRECAST 7231 3000 3M 3711 100! 5103 9193 NO 7517 405 OFFS 9502 10754 10931 11009 4'-0' (467 PRECAST 1966 2361 fA3 2731 4m Sus 0193 4330 7517 3361 074 734 10364 5133 lien 4'-6° (547 • PREtJIF 1589 1101 2161 2110 1316 21131 0113 3733 7541 133 5072 6100 IR04 4221 110011 5 —4• 64 PRECAST1 2}7 1349 1063 3010 1919 5765 2515 7517 ilia 2 ms I= 41111 10 S' -l0• PRECAST 10 1103 1451 1173 Mt 101 1310 1090 MIA 2549 901114 0093 71111a, 3410 83IlIaJ C-8' (781 PRFIYIST 908 1276 1236 2177im30) 2177 3160 1 5331 3707 1 1769 43N 1 5111 11u5 r-15' (901 PREFASi 743 lollroll 1921 1 232 201 2133 3115 2331 Beef 3101 6467n 3115 ton 9'-t' (f 127 PRECAST 554 994 762 IIIA 1245 IRs 1543 2394 2584 Not 3466 20111 3702 0790 10'-6'(1267 PIE= 4.15 m 6433 o16R 5A 1247 15A2013 2013 279 27611 2143 175M14 it 762 62 s4_5PRECAST 146 1700 1360 1046 1510 2421 293 3127 3127 4101 400 12'-0' 144q PRECASTI 337 540 540 873 673 254 1251 INS I6e1 2193 I 2193 2655 230 3592 3332 13'-4' 1 KEW 208 01 RI 765 1 755 1015 1 mm 1420 1011 1576 1314 Oil 2087 2511 14' -0' 1667 PRECAST 279 121 4441 79 74- 1002 M02 1320 1326 1697 1097 2127 2127 2870 26311 14'-8' (I Mr) PRESTRESSED N,R, t9t 430 70 70 ill 1770 216 1901 for 721] m 6317 410 632 16'-4'(164' PRESMCM N.R. AIX 4n 401 7M Ns 1250 NR 1A3 x41 2336 I 101 2720 Ill 2513 2 687 PRfS1R NR. roe 480 721 SN I 1150 lot 13211 HIS 1404 I ON 160 ISO300DO 19'-4' (2327 PRESTRESSED NA. 10 235 00 NI 77050 671 ABN NR AIR Set 1319 SIR 171 21'-4'(2561 PRESIRESSEO NR Sol y4 RK 340 536 els 1HAS 1359 SIR 14611 27-11(2647 OPRESI NA 16673 310 810 7M I ON R9 N6 17635 31IA! 29--0'(2987 PRESITE D NR. 120 N1 770 0 438 NR 196 4R 664 109E N1 12z? SAFPLF LENGTH TYPE SUB 6F8 RCMU 3'-6' (427• PRECAST 1025 1024 1598 4'-0' (467 PREOW 765 1 763 1308 4!-r ,(567 PRECAST 592 591 1073 5'-4' (041 PRECAST 411 411 745 5'-10'(701 PRECAST 340 I 339 616 6'-6' (761 PRECAST 507 721 490 7-6' (007 PRECAST 424 534 363 9'-4- (1121 PRECAST 326 • 512 230 10'-6'(1267 PRECAST 284 401 1130 11'-4'(136)PRECAST 260 452 154 12'-O'(MII'MAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'-0"(1667 MAT 205 293 100 14'-r(1767PRE.STRE3519 N.R. 2134 91 I5'-4'(184) PRES11MI) N.R. 259 83 17'-4'(2087 PRESTR6 M N.R. 194 64 19'-4'(2327 PRESTRIMMI) N.R 146 52 21'-4'(2567 PRESTRESSED N.R. 125 42 2Z-O'(2847PRES1RFSiEO N.R. 116 40 24'-0' (268') PRESTRES519 N.R. 91 33 cRSt RCW' SAFE LOAD - POUNDS PER UJNEAR FOOT TYPE ero-rt 6F 2- 7 6fl4-iT 8ROAT eml-IT biz! -IT 6732-tt L EN TM AW21 012-27 IFIS-21 I WA -1r V34 -IT 1 42s -2T Ias-u 7$ (t PRETA$r ms 150 26ts 2051 24 3514 4394 4394 6263 5251 132 6132 1 7331 7071 4'-0' (481 PRECAST 1763 1313 2305 2197 7090 3060 2016 3015 4m OM 6323 1 SM 6070 Not 4'-6• (547 PREGASf IAF 120 20Q 2010 277 2701 3313 3375 AIS 4711 4711 6N! 5779 5'-P 6{' PRECAST 1010 1010 17 1715 221 1216 2510 2636 379! 3791 316 3161 4522 4512 5'-10'(70•) PRECAST 005 u4 1567 1551 1 263 2m IDS 293 3107 3107 3620 7620 4133 4113 01-8- (781 PRECAST 1135 In u 1407 I I 1666 2329 I I= 2190 7291 I 3751 I 37 37n2 7'-6' (807 PRECAST. 727 4127 I 1224 1 1424 1624 2023 1 2025 2426 1 2420 2W 1 20V 3126 1 3226 9'-4' (1127 PRECAST 21 331 701 8R 1131 1316 1474 1 1"3 1615 1 tm 2167 210 1 2610 10'-6'(1267 PREICAST mo 510 575 605 II(So 1160 11118A 1422 d 1461 170 1736bd 2m 2011 1 2349 11'-4'(1767 PRECAST 4114 W m 00 s00 MIMS 1037 1372 A 1774 IM 1513 w5031 1737 2167 12'-0' 144 PRECAST7 470 47 lSs 690 124 240 036 13R It 1560 Ilse 141 1563 1015 17-4• Ilin PRECASTW / 416 424 • 3941 400 307 780 765 IIWDJ 964 1416 1147 Im.1 1323 1. twe. 14'0 (1667 PRMAM leo N 410 Ase 425 6N m ed 724 nd 7093 09 tm 1054nd 1582 210 1107ad 14'-8' 1 PRESTRESSED 2>9 246 334 396 MO am id 989041 R5 130 We 1518ad 2131 11136 ad 1S'-1'(1847 PRESTRESSED 224230 313-406 3N 41514 07 wo 70 24 9411 1460 1036 Mimi 17'-4' (2081 PR ERRESSED l0 192 Les m 306 1 4415 600 of 1 740 p 3311 733 1171 b 1473 10'-4'(2727 PRESTRESSED 100 It 224 ari 203 746 ad 1 429 447s a 613 s 547 ftd BIWA 60 1033 747 as 12V ve 21 -4•(2587 PRESiRE5SE0 In HIS 204 9A J01 ad 773 A33 537 1, 480 721 6511 110 670 oc Maim 0.{.) PRESIRESM 131 137 191 227 m 1 353 319 13 R 166 516 061 00 NI 24'-O'(2867PRESTR EM 24 124 175 A2 2R 319 475 111 404 6u IN 676 j) TILE NMERS IN PARWKSIS ARE PERCENT RiDUCT= FOR CRADE 40 SEE GENERAL NOTE R0. 18 ON SN137 3 OF 3. 111) 1 RFLO AOOED REBAR SEE CENERk NOTE NO. 4 ON SW 3 OF 3.FRODUCTftg yCD GPRODUCI'RISVISGD rlNAhaFlorida maoapillW vtW @ePIRlO.a u wOAgo Raft r ow 9w=mL7•-) Awn9mm -0221•/5 0616 1*,Z1 9b iJ 011330 3 *; L ruco" mnyrT - S41FFT 3 OF 3 7s v. Mbb PIR I'CNAIII MUMDUM RMI w M +V CO ERIL NOTE N0. 4 ONS1EET 3 OF 3. PRODUCrItIMOOD CRAIGPAflRWO. 6324CF164 114 \ O SEMER R 93684 a Wool F d` R.P.LUC-X0.44758 4'i X9914` T—CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 6" PRECAST Vd 2r RECESS DOUR U -LINTELS 4assd SAFELOAD PLFSAFELOAD -POUNDS PER UNEARFOOT TYPE 8RU6 me -w NA 757 KnO41 4'-6' (347 PRECAST Wn-M W3a LENGTH 5'-8' (887 PRECAST 0104-18 111710-1e{'-{• s27 PRECILST 1635 1719 383 3699 616 4349 6039 5421 1010 5M 9479 7m119110193 4'-8' ('747 PRECAST 1494 1519 3003 p4W 3906 4941 8124 690166395'^8' 6B7 PRECAST 866 910 1770 2491 d 2377 11319 2139 DODit1S'-20x(707 3402 3960IlQ PRECAST 810 1113 2512 2124 260 304 3700 MW 6°-8- (80') PRELXST 797 901 901 1175 tots 3329 3w 7747 7015 0119 0479 73M 1 907 PRRJIST 869 a 100 430 8'-8- (1167 FROM n6&HflgG0ft7402 5743 5'743 7279 1627744 0699'-8' 1167 PRECASR 411 P.0999 999 195 3120 J12I 4441 1130 3108706091 ON LATERAL LOADS FOR a- armaa hnno lG mTmA p 1' SAFELOAD PLF LENGTH TYPE 8RU8 8RF6 RCMU 4\ (527 PREGIST 758 757 1164 4'-6' (347 PRECAST 694 693 1073 5'-8' (887 PRECAST 408 407 655 5'-10•(70') PRECAST 382 381 616 V-8' (807 PRECAST 595 788 464 Y-8' (907 PRET AST 609 674 363 9'-8- (1167 PUMST 370 490 214 j) THE NULIBFRB IN PAREMHESS ARE PEROD F RD)UCTM FOR GRADE 40 SEE GENIAAL. NOTE 16 RDD ADDED ROM SEE GENERAL NOTE NO. 4 TYPE 60'8-tT 6x101 M+ -'4"6 Can& 7roTE$ 8 17) ca. i6-• ba0 M6. rd 144 2714 1. aomeda4 ato-J wi r. r 9bl -4000 bi f. µ.444_a44 Q IN GOOD p9 ffff d- 0oAInd IS) Dr alaM toQ v d IArtr WIWI b .de6x arn t. Mere ti dd hm. M @m egG1 Y mr4. rK.( O d U7'BW OAQ1 r rOs VMQpatM ma•"`"./•CL 000rJoltbaa acl aoel Dq X179619 40 16 Gr Ner r p1 [411 O'W 270 be rd. v6nY•.( I 1.6'bI Y b de6d Ib arsew v vWf03h 01 Wa D gldlx 7rWsun9 w4r Ir A9Y QA 1Y7r Y.t i Asst .44@x2 W JjfJ 9.Grli W 3056 M36 s10sllw9mbad3d. badmdd ba/ Mab bd 1 w1 O"Im 4 W aid f7aa w b al.y DIE. el bN 107 rh er.0er4 4hfd tsbYr al ame w rr6 Ma k.a rol !vr 7x1944 4lon 6 1 Wor, Ill ra so YMA+ ed 0.+4 al aN be em od b;vl W amu. 3) now b1 I.A.r bd W w4 lids 17) sak bh r. Pubp d an -, b. d. 4) IM 9n W b rnaOeb t.6aelr W. rad re/.dbe b ietr 40 W .dEr1 .A. f. 10) 5.b bah b.nd m Twmd arae m.11b rr b AM .a AO 711 faaft 1-r 11dd rss-u . wa9r ba - we a iS rWeW i 64 (i5)-• MCI fo Ip mann wra w Cdr d rinlaloee mw.b alvavY aL QOYVf eDon YeK 5)M6I+ and-= Eri6lem I., I byv r nb 078 476 449Fd 4-1'.1 JiOOtJCf'RH•71Y. D b 11. IM R.L. Q.69a a av1 e0b 1144F7wBbrO1a i Q sir. MW 04+aW.Jua Aad -02.2 FP •'•. ; M- ISOOPII 7) 0a. I7 nb.r=q b. aidbW br W 15 r baa n% q 2444 bdMd(..Or A tld d a01b v0 Ib atdland II7 d/ar C SEE SAFE IAIIA0. LOAD 1) Ib 4nlrr aq ..b b arrdald b.b b o 444 .d. bat Ube 41. add.%eg awL'rar *G" an vA dw r/ •-aqa. b9a TABLES FOR 1010 10797910 FOR r.: RE94fORtEO ) ba 41 .g1.b M1FIRE OOURSE PROL 10) e7t - i.l bw d 10 bUm Ido *W'r/Mr b W bald l Ow bllm or 0. 61.1 x4 1/2• l3R TV •.y • ( 5 REBAR Build r, ORIO or 6860 A 1237 1746 2259 1 2773 SAFE UPLIFT LOADS FOR S" PRECAST w/ r RECESS DOOR U - LINTELS 4arpoem SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 60'8-tT 6x101 M+ -'4"6 II mn-11mrW W30- 11 LENGTH eR141-71 W10- 4011-2eR710-s1 east- ORF20- WX- sl 4'--0. ( PRECAST 103 90S 1951 1461 MU 2362 3056 M36 3751 3751 444S 4445 640 4140 4'-6' (s47 PRE= 807 887 1604 IM4 2272 Z172 2070 2939 3007 3607 4275 4279 4943 4147 5'-8' (66) PRECAST 078 476 I rM 1797 1797 2320 1324 n% q 2444 3342 MU Al I 3911 5'-10`(707 FITECASf as IWw 174 JIM A 2777 f. Mr 299 6% 1237 1746 2259 1 2773 2799 6 -8- (807 PRBCASF 570 570 99 1060 I 1530 1900 1180 1429 2429 2870 2310 3329 3w 7--e ( 9a% 106 6M 741 896381 7 • 1364 IM 014 2160 2188 297 2b87 2968 2953 8'-8- (1167 FROM 395. 4m 404 1222 1546 1 P. 0 195 544 1872 13N 2016 2331 D10e fROOUgf11BVL4OU qq ZdLZ 13by4t4616. f10rMa M IPAFMO g 16 c<rlRl '• 0• 89s4CR579 Kc, SEFFNERR.= 54 I feJliid74-.'lTa"l bi.'i.iri:li• YkSYk( L/ F 1\\ C' GI$. a1?::7JIIf1:lA2T/ l3[]£:•„ i( 1f33i::if7J :11nO 1Q:1I: 1- T1I$ 1i3rV.i1 - 1C1.99 1i.: 1- l1; i CfClil_ iiffY/ rr/ f7 lZ: 7r:I:. f[ ria: ilkI: 7aAr: F;'. F.. I `,..:.. /,C" i` 0,4777 4 7 hFABRICATION -CRETE 8" LINTEL DETAILS x II \:M.[r17:11:1_I :li'/K1I.l: - __ I.YIYYA 7 __ © f) THE NUMBERS IN PARWKZ 141E PFRCEH7 REOUCIIONS FOR ORALE 40 FEW ADDED REM SEE GDIDJAL MUTE NO. 4 rfPPE DESIGNATION F I r m0 nn OF 15 mw a I 101IOY Or 1I9RlGOIttfir. I 8F16 -18/ 1T mum V F ma ozw ram 1' F :• 1• 21x27 U. 1Ln6a PRODUMIEVISbV IS WIL C 1011011 v IJIW' 7 BFJ24a,,pp,, 5//J 14t.• ma0mplrlgutiWthe am" SIMMOM mmxv of um r Ys4Mi lwW19 D10e fROOUgf11BVL4OU qq ZdLZ 13by4t4616. f10rMa M IPAFMO g 16 c<rlRl '• 0• 89s4CR579 Kc, SEFFNERR.= 54 I feJliid74-.'lTa"l bi.'i.iri:li• YkSYk( L/ F 1\\ C' GI$. a1?::7JIIf1:lA2T/ l3[]£:•„ i( 1f33i::if7J :11nO 1Q:1I: 1- T1I$ 1i3rV.i1 - 1C1.99 1i.: 1- l1; i CfClil_ iiffY/ rr/ f7 lZ: 7r:I:. f[ ria: ilkI: 7aAr: F;'. F.. I `,..:.. /,C" i` 0,4777 4 7 hFABRICATION -CRETE 8" LINTEL DETAILS x II \:M.[r17:11:1_I :li'/K1I.l: - __ I.YIYYA M IAM 1-DADE MIAMI -DADS COUNTY a PRODUCT.0 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) inny.miamidade.eov/eeonomy Cast -Crete USA, Inc. P.O. Boz 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 Cotmty and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4",61' & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees 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 OlME3-i Expiration Date: 09/11/20181r/ Approval Date: 09/28/2017 Oq JZ $/7,00 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 I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast-G-ete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report onflexurallexural 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, tilled "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 ll, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mirnni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-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 RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTAE+ R 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., cerlifidng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. Y. /'t/ L/ C,ffeliny' A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Di -roving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 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 Parrtno, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Deprn-tment of Regulatory and Economic Resources (AER). 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 mrd Economic Resources (RERJ. 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. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 vc>vu vts varli ttrlvuA J. Li IC 494 1. um m 4rr;:w iru rc,. f431 tlii'J!]fSr1 ommoKEM r,= EMAMONM EMMErao M" fEIAuUa fts-L", na>• vJEEM raan,4+a Exam f:LUMMI1ANrimiltll2l:'''.`JL Fli F'C[liftlrfJ:LSftiC'a r ar i n Q>i bm Ruar` r£'v r arz,arta tUIFAC"k cAtr>iy1c3a r I>t:i1L:r ai rcar taes r aut eav®rsacc;or rt+rma rtu;.n fla:s" 7rCDM Egja o ire••.,¢ L'1 rrcvLtr,t cf r trr rrss::rrs r a fLiG'SiIVI21 fr r aueana:.+rrte.5area.3 me et a t { ^ 1 uc1 a Itt!t• l ii,7'.,:- u.y:ti c a.:.>• rFl rer. Q1:J::rncr KFIMIf•5u ri:artIlk, Mriarr,—,jLUmQ'iC.7-:7rFlli':11111t rti:`_'.'Jfi]C]Fi1a E" KoAFEmmn=A mm Illllll,jLU,JE=Wk7E30 ticiaC tIMP Frn•y[>oz c>ts arsicurTarcau.rn sjexraT r[rrnvntr:?nca ra o U.-MF' IM r -" IUJJo e: . a : i:[t1 3LlY fi i:e a vu.u mac.! A _ f / rrsacr 1r t•r rasartl MMU3I1"rcu",'Arr2m r22._: rLnmra90Fdyr3II3[ C 4Lfl i r®F7c1[SGI4 a ffWMrZ"J= .y+oa;a Fico 7at:rta s J r.011MULD"' UOUMo A=Av ilEt'>r rFllctrr{i!r7 rt1. Jru. JRti•9M9 1 c nycfcruJ:aasaa,sa.u,zavtts::_t r!•/!>• L1:1e::a [i,:S;L,tuc Vesa „,t]C CL7of r• c • • • • - - T ' fF)Li KMHI .trtaaf2L4'Jri 7iL'•7t7 fFCo[S^.7mrFLLJrF4'lJt r21!!L'•iF I,E RiOl ETf7 tut>rrfaume+t+r^`-,tFiGifnrilo K"R=l[fClI 9f0 riga,oys•an u cti:ltsl.franlci+rrn :a rr_,r'rar+eer mT.rort.,r::, I ar...,c r-n,ne,,. rr.+• imCCSii'T71:1[kl::i:5[C J[11.L'_^.1dCS O 0324 CR 67933%4a - < ri'cY;art[!•rtl.U'rrtui:.7r dyoGN<<7 J Jnrt F I S!L 1:1:15f N:F1:f faf f: A:ST— RCE E GENERAL I) lbbabk for a12l'ddrd00d odw pol t4clo As po rrrsASl4 NIS .d. W r fpr /501 1770 Ifp• Y s 3 Z1 N ah bel Sort bobt hio bored 4m rHmm 4 bah wider b2w n* Fm11m5 WXMustbet Me o WA b le> fro f 1/t bdro. lOS 3) Prow h• mens bid rad had i*t& 4) V. 6muder In40ea N nbc the puceNona" is l:Wi oaicI$Ifd bod IC D7f t+HJ. M 5) A3 mbb ord ' aced d bO S 4ir ootI I54 be9rr Code 8 dm 15o cmak1 u IM fWb am" d) 3b.ro w 5" as r.Oh& 4• mo XMb to be WAW •/ 4• bwm'op boftoW ed 1amlQuaembo.oaACQL . fnslud drmeatiirr mor ce,n* i h IM aeM bird Yj Do dc*wodief arab sbrab g oar tdmW4W oba aWn aaft bWl4 --*M rno tb.bho 1 TMo,l•, 00. f wm• n.aodhn°l m°o- y a:f`°a'°°•vQdpbIa)%ec>a 14) Unickb•b daM M daAad *W 6b bad'4pElfi IM f•Oe•Yi public Tpd wfar 1 0 4 4- bstapld Ipd S 14 9ef• arfod txr M• Mnbl bad t5) Fora om•}odb NO hd0b oil .M•o, use ed, bed from oad bps bdol dam 16) Por Fidd Wrob MA Am hap ab food fmm oat lapel [No da•e. I» 3* tad• cm aWdopmed •loaf!• b• & 10) We bode bad a mbsol ddfoMan** pw M 00 ad AC ]la trIf) i• anb (10]IUf amebas 1Muidd Sa d mtebbdao SEE SAFE LATERAL LAUD or TA9LES Fdt LM AATPIO s'45Y s FOR EACH ADORIOWIL REINFORCED(RMW) RLL OOURSE ate• r. l QR T :lL2 1) /5 FEBW FOR tl> was 2 5 REM FOR 12' URW 47140 GM SAFE LOADS FOR V SOLID LINTELS C^Wrl arn GRAVITY TYPE LENGTH 4S8 S-6' (427 PRECAST 1180 4'-0' (487 PRECAST 959 4'-8' (547 PRECAST 789 5'-10'(707 PRECAST 460 6'-6' (787 PRECAST 360 7'-6' (907 PRECAST 260 9'-4' (1121 PRECISE 156 10'•4'(1267 PRECAST 116 12U8 4—r 4 0m UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y-6' (427 PRECAST 687 371 4'-0' (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10'(70' PRECAST 407 146 6'-6' (787 PRECAST 388 118 7'-6' (907 PRECAST 280 87 9'-4' (1127 PRECAST 167 55 10'-6'(1267 PRECAST 152 43 12F8 12F12 12F16 10) IIA. - 1b1 Roll .•~' "rj. , "•: r •` ':, "+ .• ll) -U 1610 .ddd What b M bald al U• 6ptbm d 7r NW eoY1)•. y h\' y^^~• : k'f ''' ice; •:':cs . . MODUCril3lrt= 6118 6F6 6F12 6F16 _ • A `;M,• f'i ' G>eom7lNaallh llo: RoAd:tti-,(i • , • AearureNo)Z„1.18 .r.FrZ l Dae fZI/B `' r.:rl•'n- .•`--•. A•.i: tvoe eesctlAnorl • . R, _. rr examomfo uaam rr t»i :.c•f ,•• .•.i •'s2 , T 1 ' • YoWaf!Ifid • • • r_1 ?.:,'+''•+'` , r sunt• :: 12F16 -28/2T Y`5,: :r•:.:; fz.?`•b:- i f: won an mp AWAYJ a 5Laaiar! ` ;+j:_ . r f •>'• •r'_« ..f i:'•`,•.;:; y T - aoao ral la UAW` s : c• rm®latlmm `.•y I ti 17.•y°, •.k.•; rp `: t;.aS:,. s• aoo • .j: 1'• r••i i'/i,` p v.',r,'•.a. . 4::{: n:•". r, avb. 4+S6 i r,•: 12F28 121`24 12F20 varaKsefrf pWd> aaim •uam:: 1 l 6 aleoa • • • • • • 4.• j CRAIG PARR = uc.t 4-0d 18tor' NOWK gllTtll , R V . •' ta`V.. 8324 CR 579 6F32 8F28 6F24 6F20 '.,S'S,aN C`..` S EURO L , `• mmCAST-CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES 0 ' , Y,.,., .,d NL RAYS mms-u mu M mm om $CAIL: ars Sp1,y WO 3/14/0 meat aw m - QC a w" 041pb:R1. Ual2 3=103 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINYELS 4c—v-4we9t SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 6f8-18 6F12-18 6FI6-1861`20-16 6F24 -1B 61`28-16 6F32-18 S-6' (421 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (461 PRECAST 2025 2313 3892 5050 6148 7227 W. 9357 4'-8' (541 PRECAST 1654 1887 3633 5050 8148 7227 6297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 779 683 1459 2168 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 lO'-6'(126") PRECAST 503 566 895 1270 1706 2238 2898 3747 11'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4-(160' PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(188) PIE=351 392 60S 835 1087 1373 1703 2087 17'-4'(2080 PRECAST N.R. 299 455 620 794 1 985 1198 1437 THE MUSERS PAREMMSS ARE PERCENT GRADE 40 FIELDINADDEDREBAJL TE REDUCTIONS SEE GENERAL NONG. 4 fOR I SEE GENERAL NOTES - SHEET 1 OF 3 LI i- ice SAFE LATERAL LOADS CAD A" DOPrART IIJ IMTM C mm -Ow" 1I/ SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU S-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- (78' PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (1121 PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 11'-4' (13n PRECAST 139 311 49 1Y-0'(1441 PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14'-0'(1680 PRECAST 111 202 32 17'-4'(2080 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS 4M.M-4 m SAFE LOAD - POUNDS PER LINEAR FOOT 61`12-1T 61`16-1T 6F20 -1T 6F24 -I1 61`28 -IT 6F32 -1TLENGTH TYPE[ 723 Y-6' (42' PRECAST 2074 2715 3356 3997 4638 279 4'-0' (48-j PRECAST 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 1222 1600 1979 2357 2736 3114 6'-6' (76') PRECAST 1097 1437 ro 1777 2117 2457 2797 7'-6' (901 PRECAST 863001249 1544 N 1640 2135 N 2431 9'-4- (1127 PRECAST 571"980 to 1252 1492 1732 1972106'(128 PRECAST 62m 787 tv 11211I-Mj,% 1551 1786 11'-4-(1381 PRECAST 474 404 885 III 985 1213 1442 1645 12'-0'(1441 PRECAST 451 If 367 N 619 of 888 cm 1093 1299 1508 19 13'-4'(160') PRECAST 102 398 516 738 w 906 j 1076 1247 14'-O'(1681 PRECAST 368 235 475 677 832 989 1145 17'-4'(2061 PRECAST 253 208] 338 476 l 585 693 803 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 PR00I;CrM5VL%0 tldw.,.1 41 P.oFbAda 8 tlyMS did VM 44 aRoaucrROVISSI) Yt : • : * = eml QdwtN Iaa Flartd A,,+ 'P( 6 P •` CRAIG PARMNO/ 2 .08 Ard' R G•' 6924 CR 579 4. •- of ALEfolio,P SEFRIER,R. &1584 bn R. P.F-MNO.44756 noCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB RE AIM onals-11 IOIIAm a. MA YYWD I mm UL 98Q 0 SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS WV41w m 3A SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U6 gF4-29 ID12-Y9 1316 t2f20 29 ITR4-28 11124-29 12FU-O 3'-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-0' (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4!-6' (547 PRECAST 2396 3464 5304 7819 9352 11060 12755 14438 5'-10'(707 PRECAST 1612 2320 3218 5234 8461• 11060 12755 1 8'-6' (787 PRECAST 1363 1986 2679 4196 6421 10032 12755 1 71-6' (907 PRECAST 1136 1628 2131 3218 4876 6756 9763 1352@ 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 755 W-6-(1261 PRECAST 614 1043 1295 1853 2518 3323 4334 5632 11'-4'(1367 PRECAST 516 945 1162 1649 2216 2893 3719 4746 12'-0'(1447 PRECAST 458 878 1073 1513 2020 2617 13M 4206 13'-4'(1607 PRECAST 359 767 926 1294 1709 2188 12743 695 3409 PRECAST 321 720, 865 1204 1584 2011 12451 31061 17'-4'(2087 PRECAST N.R. 451, 631 861 1111 14280 1750 2102 19',4'(232) PRECAST NR 343 477 700 925 115!d 1380 1609 1) 1PE NAM= IN PAmM93 Art FGKW RFDUQtO,VS FOR atWX 40 FIE10 MUD RMK $EE OEKM NOR 110. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2' RECESS DOOR U -LINTELS 4mr-4m" 3A SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE—____ 12866 11Pf6-2eEAFio- 12Afla ItBFIB- 18622- 121676 129E 4'-4" (527 PRECAST 2538 2942 5468 7564 9640 11669 113679 1 )5619 4'-6' (547 PRECAST 2319 2740 5468 7584 9640 11669 13579 15679 5'-8' (687 PRECAST 1347 1841 3555 6395 9640 11669 13679 1561%, 5'-(0'(707 PRECAST 1259 1758 3361 5954 9358 11669 13679 15 6'-8' (607 PRECAST 924 1430 2633 4415 6864 1 12573,, 11 7'-6' (907 PRECAST 703 1203 2157 1 3494 5259 792204 9623, 113216 9'-8' (1167 PRECAST 389 1 843 1 1451 2157 3203 4 4427,j 507 8380 ADS arrFi a ic-FrC„m 3A LO D PLF LENGTH TYPE 12UB 12F8 RCMU S -e (427 PRECAST j295 4841 393 4'-0' (487 PRECAST 1295 4841 299 4'-6' (547 PRECAST 1049 3922 2417 5-10'(70' PRECAST 681 2547 155 6'-6' (787 PRECAST 579 2187 12 7'-8' (907 PRECAST 474 177) 914- 9'-4' (1127 PRECAST 355 1326 58 10'-6' (1267 PRECAST 306 11143 454pR 11'-4'(136) PRECAST 278 1 1041 38 12'-0'(1447 PRECAST 260 1 971 3454 13'-4'(1607 PRECAST 229 857278 14'-0'(1667 PRECAST 216 809 251 17'-4'(2087 PRESTRESSM N.R. 633 16 19'-4'(2327 PRESTRESSED N.R. 534130 4L 4uum nuir 10 PLF 4'4' (527 PRECAST 1295 1.3692 258 4'-6', (547 PRECAST 1213 3458 2417 5'-8' (667 PRECAST 784 2236 165 5'-10'(707 PRECAST 747 2129 155 6'-8" (807 PRECAST 602 1716 117 7'-8' (907 PRECAST 504 1438 914 9'-8' (I 161 PRECAST 1 355 1 1011 1.6ml-I SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS Cwsl 4-m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12:6-21 11F12-21 IIFIG-21 IVS-21 MAT 2112FSZ-21 3'-6' (427 PRECAST 2752 4287 5813 6938 I 8264 9589 10915 4'-0' (487 PRECAST 23W 3721 4872 6023 7174 8325 9477 4'-8' (547 PRECAST 2113 3291 4310 5326 6347 7365 8384 5'-10'(107 PRECAST 1623 2527 3310 4092 4875 56% 6441 6'-8' (787 PRECAST 1444 2261W 3114 3802 4378 5081 5784 7'-6' (907 PRECAST 1226 7 2776 33904 3806 4417 5028 9'-4' (1127 PRECAST 771 j 2181,j2663 3007 3583 4019 10'-6"(1267 PRECAST 7 14041982, 2764 3209 3653 11'-4'(1367 PRECAST 2441 290 338412'-0'(1447 PRECAST 162M2586 2201 2616 303213'-4'(1607 PRECAST 1826 2189 2513 14'-0'(1667 PRECAST 974 1365 1679 1993 2309 lY-4"(2087 PRECAST 7 695 964 1182 1402 162319'-4'(2327 PRECAST 1 593 817 1002 1187 1372 Q RIE MAM M PI801RE95 11E PER -7 RTAR;Oa13 TDR WK b FEO OMM MV& SEE GMUL WX IaR 4 SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U -LINTELS 4MR-4 m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE two -21 114110- IM14-2 12RF16-2 Ulm -2 I21i 2 12RFS0- 4'-4' (527 PRECAST 1626 2685 3748 4806 5867 6928 7989 4'-6' (547 PRECAST 1558 2582 3602 4623 5643 6664 7664 5'-8' (687 PRECAST 1210 2042 2850 3656 4466 5273 6081 5'-10'(707 PRECAST 1173 1984 2769 3553 4336 5123 5908 6'-8' (807 PRECAST 10201 1536 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 9044 1226 21 2776 33904 4003 4817 - 9r8' 0167 PRECAST 1 703 j 771 j 1472 2181,j2663 3145 36 1) DIE W=5 11 PAIMOICS5 AE K WQ R MM FOR " '• v,Ger EN ' /INWWRS 01 FMOMM191R sEEE RMUCIRIRs MR Q= 40 FVP MU RWX s¢ WVX NOTE N0. 4 P1ioWJCTPg :, `r o 7hcry viO Fua / ROIXICTRhVisatCj4rmrlonm447 A b =* DAdu c4t& riOlOoflw(da b4linaom4 °gZ/'/8 * Ewp. i4o1F/f tEA No y' 0 0 o3 coa„01 B s-0, 4 R' IG3240CR5190 MIro Daea eft ONAIEr;.• SffFNSP.sa 33584 , SEE GENERAL NOTES -SHEET 1 OF 3 •„4 ,,. 4 FL.P.E7Bi SRD.rOP158 N 412 /03i,^ of AM MCAST—CRETE 4, 6” & 12" LINTEL SAFE LOAD TABLES KIM alsla-t4 Is4t1R m 1twR sRR w sou[ 0.7a tr`rlratS G1 atti s s a¢nto m wz Pu lo. Pt - RIa Ra ursP oRaac Na wn: slmtt 3 or s M IAMI•DADE MIAMI -DARE 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) iviviv.miamidnde.gov/economy Cast -Crete USA, Inc. P.O. Boa 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 -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 Bgb 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 arevision 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 Heelmy A. Maa ar, P.E., M.S. MIAM DARE UNTY 17 NOA No. 17-0821.19 CO o - Expiration 'Date: 05/21/2022 09 /8 ) / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06/07/96, revision #1 dated 11/08/96, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet I 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 484-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. roy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Iblade Precast Lintels dated 05114196. 13. Quality Control Manual for Pre-sh-essed 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 I of 1, 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 #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t -,,/, 4. e my A. Malar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 L-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 I 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 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 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., cerhfying 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 ofRegulatory and Economic Resources (PER). 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. Malar, 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 016-0126.03 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 (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy 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 SUBMTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., cert 5dng compliance with the Florida Building Code, 2017 Edition. l W. 9/Z ebmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/1017 E-6 tir, ;qrz.,=".,r, H o-.,µ ;'_ c-, s, 1 • Tr. -:r, s a."-r' I I-I_I. 1_ Imo_ L ,.-k 4c y, .•,i^ T i.:i- ,,.:.L;,;¢, r.F^,T N nu;iiY r 7• rl. .i.-'Ti' i:'„'•.- J> Y J1:.'2-;:,-- kms..: tt l t l 11 r - 1 ILS CTTj IttttrlG Tli 1'TL t7tft'r r' rI%. 71 i,,iR pj g/.Y!'>_YyTI l l7 1 ty Ly SuJaiaV:i•sta llaff a• • 1. 1 r, 'tY.YI (1.1(ai.YYi f afWJ RI"d Y,lf\i1J H!;tit 1,': L tLi !.1>C DT ' UL'riiVc:i:.l[LG]/II SQi E i1IFTJ/E 7DiiP®CF!! ts 6'G1rt:3L7LzF7D j ' f1CJiDt}17:lit l i45t 0 C t I1t[Lt,1r2LS 1[iQitlVti s!1[IS W© tt! t:i.iitmtllalrtl::]Cffi VCEi:7l]G'it9atd fIGyr[slLlflFfDc3!:3Ii iiDt i!.S7fi1:f[t VGil t MV - I®®m til1L]Its'e2fltl'iT'lf-:_1F]G7 t/!21'!Jk]Ci W411M IWAW v1ua OFi'a4:'9mC'i m r rra rrmor:f arrcrr:tr` mo tli2[R!t.:i rF'r-Jiil r, rn GSiF] Sitt4 o - 1 r ; _ a_ : : : I _ iF3C•i1?'JUiGll/511:L lISlClIliG3 1• rtit'9[1fF_%1[FJf:LI[fli::if 4lfF1S•/ FICSO yt:7l f a::ar I'ril rc..tmdE7c' 1tr j . I . f . 11 Tr:Z1 V.Y'• Lr; • ifl' 4 7 r:'71 Zia 1 m?L1 11fltt,i"U-•FiC',iC I, O iiif 17Y7i i: if11\ } I wA is17 t / F}Cy1OL'-,it]CSi1LT•FFltfl'J[FLS.IT;F?'.:VfEfL'_3F7GG147L11f t!i6JfGli t:SGii FT•I}ltlk.rlL.tIT.`••}I.CVGL':;t L'G•T,7AA j ,. f,^.•. I- '. fJQ• F i[SCl1l'3''S tt1J ri;::iRr'al'.' 1 t:IG•ItJG.y FiQY[341f1.i111L1"_.'. l VtYL":JEl itl © Qv Ai;4 TfFf,L_':::Ei.• FrIzas :f I '• r,eitrraU=wU1:i.arflu-, s, r 'sloarrrrntr llq PEW; t3rs[r ,arcs .:. an= I nr r.,Tr•,tftt t! lra aaHaay;r-aa•:fal:¢tt:P1LI 7aHaA• ifrl4I4 Fll l ll a:IrU t 9 FiG7Cf'14LU7ciY'b)_l/q+/[ Icf r;::r,(It,;r.7.tea srfi:u,;a c7;ia r1l:• fielt:-.,.' t; rJ lr a. a3;. S'' • :+ ': f i'; :I'(:.I w:.=: 7iliL:` Cts rte orm rr, ArTM• il'w •'IhatU;4r aah 67U: ;. F7 a _ ewcc nentnry 1 nenc FAR A+ PRP(:AST L PRESTRESSEDU-MTELS 14-0.4-S 517' SAFE LOAD PLFSAPS! LOAD - POUNDS PER LIN R FOOT TYPE SLIS a" 0151-6e 6FIe•a *V-455 Gn4-Q1 er" I LENGTH 766 9143-10 6F12-16 6I6 -i6 eFlo-u CF11-1e 6151~76 3 -d• 4 PRt 0/157 2231 3061 3061 3116 1607 6163 6113 1602 7547 404 617{ 1502 10331 4'-0• (481 pREC r 1966 2111 EDI as 3 6113 4470 7517 sit 0074 7034464710]1{ 4'-e' 424 541 • PREW 1599 IOW2110 4373 1631 1113 3713 75R m 1671 6100216910744 401 li4 PREGlST1 1217 t314 1167 I0e 3010 1169 mi5 25" 7547 3123 T%2ad 3166 4133@J 4249 10117ty 5'-10' PRECAST5%231 1082 1105 1451 1173 Me 1631 0i0 2090 7168C. 2511 pJ 3009 7!L10 Nr0 SMfW e'-6• (781 PRECUT 908 I= 1236 21 2177 60 90 MI 5361 3707 6360 3.703 6011 1625 7-6' 9( CPREAST 7K loll tall IM 1 2i+Z 2061 3096 2195 6161 3111 04VP 365 6172 8'-4• (i t2•) PRECAST 5$1 61M 762 1160 1 1243 105 160 294 250 348 340 251e 470 3702 00ft 10-8' 12 PlifGIST 175 60 b9 lost 1247 I 1533 I 2113 Im 2777 2743 2103 3643W 3676 4754 17'-4•(136' PRECAST 762 382 562 s4 so 1160 1366 I 5046 1646 2423 2423 3917 3137 1 4009 1506 12' -0' (144 PRECAST 337 540 50 873 573 1254 1234 1567 1664 1193 2193 2605 26m 1 3592 392 13-4' I PRECAST 296 471 471 lbs 765 1078 1573 Me Nm 1616 1616 2315 1316 281 281 iC-0. 1 PREC76T ' 279 474 442 93 90 lose 4902 7324 1324 1657 107 2127 2774 2610 too 1 4'-8. 17 PRES'TREM NR to 435 ea 761 Ia 1370 m 1961 724! 1 7517 et 951 15'-4'(1847 PRESTRESSED A 12 412 IED 710 x5 1256 101 7717 343 2m 344 1 25 2943 17'-4'(2081 PRESTRESSED N JL FR 230 161 505901 Mt 1370 1605 1St 1 1634 tl1 2017 19'-4'(2321 PRESTRESSED Rp. 235 420 xA 760 got 1037 wt Iffi HR 4515 rot 1116 21'-4°(2561 PRESIRFSSEO NR 1m340 S96 516 11834 4376 1110 22'-O'(2647 NR. wt IA xt 316 Nn 370 la 761 Na 1047 I5t 1209 Kit 1 ISA 24•-0'(2887 PRESTRESSED l4R IR 179 730 450 614 4A 534 NA 1092 A 1173 SAFE LATERALLOADS FOR e1f1GOCEM IIJ 111101 O SAFE UPLIFT LOADS FORE" PRECAST& PRESTRESSED U4MTELS 4 4-_41"aSAFELOAD PLF TYPE 8U8 ILENM 8F8 JRCMU T-6• (421• PRECAST 1025 1024 1598 4'-0" (461 PFI6ClST 766 763 1309 4'-41' (541 PRECAST 592 1 591 1073 5'-4' (041 PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 616 6 -4 (781 PRECIST 507 721 490 7-67 (901 PRECIST 424 634 363 9'-4' (1 12l PREW 326 • 612 230 10'-6•(126) PRECAST 284 401 180 11'-4 (1367 PRECAST 260 452 154 12'-0'(1441 PRECAST 244 1 402 137 13'-4•(1601 PRECAST 217 324 110 14'-0'(1667 PST 205 243 100 14'-S`(176j P N.R. 2$4 91 15-4(184') PRESTRESSED N.R. 259 53 17-4'(2061 PRESTRESSED N.R. 194 64 19'-4'(2321 PRE8TRESSFO N.R. 148 52 21'-4'(2561 PRESTRESSED NR 125 42 22'-0•(2641 PRESTRESSED KJL 116 40 24'-0•(2881 PR51REM N.R. 91 33 SAFE UPLIFT LOADS FORE" PRECAST& PRESTRESSED U4MTELS 4 4-_41"a SAFE LOAD -POUNDS PER LINEAR F00T TYPE 6ts-ft 0112-17 4Flo-ir 6120 -rt 6f71 -Ir U26 -IT &J2 -IT LENGTH 94-11 9111-71 IF1e-21 I Site -2e 61114-41 6F21 -2T 613141' 3'-e' 4 PRECAST 7619 Im 2655 2057 4 3524 4394 4354 6767 S26S 9 6132 7001 7001 0' (407 PRECAST 7367 1313 2301 2305 3010 3060 3015 3111 0325 5]25 607 6479 4'-e' (541 PRE©15C 1207 1207 20111 29W 2107 2707 3375 3775 400 4061 47 I 4711 0379 5370 6'-4 84 PRECAST1 lot9 Iota In 1711 me 2276 ISIS 2w 3095 3319 6 39 4522 m ti -10'(701 PRECAST s0l m t66r feel 2000 2593 2513 3761 310 4133 133 S-6' (78 PRECAST 0 039 4107 1107 1 IblO 2321 321 290 325% 3751 371 3712 7-6• (907 PRECAST 727 717 106 1214 1624 1624 tote 2025 260 2027 2127 3123 3116 9'-4 (1127 PRECAST 431 501 709 801 1136 we 1471 Ie61 1816 1667 2 1600 209 t0'-fT'(12E7 PRECAST 630 510 510 695 910 1)00 Iles 1172 1461 t763 1736 2077 ton 2341 tt'-4'(135' PRECAST H{ 191 607 000 10{2 1077 1372 127 1613 1313 1915 1753 2187 01 12'-0' 1K PRECAST u6 470 430 S!O 111 943 ae 1302 I1 ISEO 1369 tel 14fm tors 13'-4' 1 PRECAST 410 424. 310 400 607 710 les 1159 964 1e 110 1 1323 1047 14'-0'(1667 PRECAST 314 10 J5E 125 670 717 724 1063 Qe9 I== 1954 1502 15923 1647 14' 4Y(176 PRESTRESSTA 2A 245 334 395 940 60 473 9w Ems I 970 Isle lul Im 15-4•(184' P 230 317 308 406 019 W 906 76S 12 911 1409 1054 1 17'-4'(2061 PRESTRESSED IED 191 zm 306 093 1 699 ej 740 ioNaws 1271cm9 en 94 19'-4' (2321 PRESTRESSED 162 161 2b 283 340 420 447 923 47 51 m 747all 1717 ll256) PRESTRESSED 142 42 9o4 112 3or 373 343 937 e9 721 585 m 655 1049 22'-0'(2641 PmTRESSfD wr 137 In 213 295 136 439 913 411 985 ae 887 930 910 24'-0•(2881 PRES1ilES5E0 124 let I 100 261 317 342 ed 453 id 16 609 492 Se7 676 U) TRE NUhMM JH PI B(THESM 341E PERCENT REOUC11ON5 MR CMM 40 •SEE CETkPAI NOTE NQ 18 ON SHEET S OF 3 (/) T FIFLO ADDED REEAR SEE GENERAL NOTE N0. 4 ON SHEET 3 OF 3 1RDDUC17 PROOUC74tI3VLS60 Pypying1r10101ef0 We9 QIVI41'Fyy J as Banding da with the Flortd6 8.844359 CWe oZ2'7.1 'D No Aeeepullce No ) 4 A"`P° lbpkpm 1%9A32•oL ' a eJ : it DaW uca61 SAf 61nTr-, - SWEET S OF 3 a® • i. i 294 Not r KUMI 1PJ1U1:I6111.1 run Vry 1v GE1 K NbTE NO. 4 ON SHEET 3 OF 3. p'' •ice PRODUcr' ttAVlcOp L" 00 A 6 16ol7oKd. r * E MWPAMR. & 6gim01nOr1C o 0 o L M 1. •C'.•• saiTIEFL R 63689 • FLPS-LIC.N0.44756 up4 CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 8" PRECAST wl2" RECESS ObIOR U-UNTELS 440.i7+01'9 SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE sAi4-00 fail MWO Ione -0 4'-6' (541 PRECAST 9Qle-Oe trz- LE'NG T}'I 5'-a' (so PRECAST ee e-le Stine -IC e1FM-I WIbl till -I M211 -le awl 4'-4' (521 PRECAST 16LL 174f lest 3155 sm Sm0 5006R114 43W 5421 Sow f107 0470 7467 10423 4'-14' (547 PRO:AST 1494 1504 056 3043 3w9 2941 52m 9'-8' (116") PREMST 4946 amo 74 4470 6961 low 5'-8' (66' PRECAST 866 4Y6 11Q lM0 24QI 1798 4567 2272 US s0 34 7017 3f60 1311 5' -Id (70 PREGIST 1410 so 1633 1100 We 2649 3174 3700 415 1113 23f2 4242 nu 3762 7 070K 6'-8' (80') PRECAST 797 fpl pll leOS 1425 3120 3120 aM 1714 7015 4434 0470 TSso I 7 -6' (90') PRDGIST 669 m 7@f 1490 1 1490 2469 2459 3776 3776 5743 6743 7239 6K23 1 9'-14' (l la7 PRECAST 411 516 49! eSf 1584 ISOs IM11451 150 3129 4091 3122 1 3140 1569 ) J) THE NUMBERS N PARMIHEM ARE PERMIT REDUCTIONS FOR GRADE 40 FIE10 ADDED REBAR SEE GENE RL NOTE NO. 4 GENERAL n ra ll' Erv+l Idd • 4000 pd SAA - 1000 N iiecr b+a. 1 Qe61w CW .Wi eiy.rm a drend uS 40amMIS UA 070 Imo tr0m aWt w11IDt QIO T}w It or s 21 N .do bd and9.a a44rim 4 Ieb 4M M11.. 4 1 Y.W >y4 Y kgthdb ba 16! ~ 3) FmAds NnWr Id 411114-6 J" Q no WAV to peaiWd. bAeld W mewl r.Y¢6a M smile 40 60f a0bdlyalObc W tucknB+O wp N73 I X407 al 5) A Iahh and or mrdWi {_ I" r " ry00 Wbea, wK loyu nods Rol U. b 4d+i Y6 a marm Oy firdia 4dL0q da. 9443414 1 V00nAle Q Amo 1051 6/rb u rr9rI AOM n 0e IT rnW n./ br e3mbd for bb 13 tAwL I)= AvsaldeamtdiaL4OAuduad aomib > fy sn rd 9wMd D2 q ". Im: eetoiR'ammll d Qsad 4 ari a m. Im d arAal 10) 4R - 4d bw 11) Wim 1r10 .6"rbr Is M baa 4101. bd1® of It. UM —q;,. 11M LATERAL LOADB FOR V PRECASTSd 2" RECESS DOOR U-LMY B 4.M Wlk SAFE LOAD PLF LENGTH TYPE 8RU8 8RF6 R CMU 4'-4f (52' PRE= 758 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-a' (so PRECAST 408 407 865 5'-10'(70' PE= 362 381 616 6'-14' (nor) PRECAST 595 788 464 7'-6' (On PRECAST 809 674 363 9'-8' (116") PREMST 370 490 214 SEE CENEIW mm Is 12) o iw rd rill r r.: MI1 Y p7 "u d %*vdr b ofrb U) Ib ralebr 4arl.e d idr111°AiN 714 mteo3r ay.m.(r a 1 deo Ymeawll+s d dams .pSN rr. amal.nln(.dwlD I.I YmFaII1 I« Ma . lr """d aed1V IQ r.V b field t:r Ue aemke(l.daras aw d Yotlaa Md + aMtra lrtmrd I'd f IA 9d. td) TO ..q W. Odd bf4b at "% m .d. lod Kam nd bw bW dm6 14 ra Nd b.0lr Sit *mm. ib nb Id ban ad bowl k* Ann. 11) $do bods N. I ria.11r brm IQ Sd. Inds bud m r0lod ddw vellb pr MS 330 .d AD 310 10 n anerdi'mueea' boi. l daa er rill 9r d 1doe:4 1/2' CLR SEE SAFE WEAR LOAD WtZ FORA LOAD WONG FOR M l0.l CM 0 or EDAR ell 77,77 ,T_". ML- SAFE UPLIFT LOADS FOR S" PRECAST%/ 214 RECESS DOOR. U -LINTELS 41,491r4444t" SAFE LOAD -POUNDS PER LINEAR FOOT TYPE aFFtr 10 1 e9A4-1 e-1 11 eNFle-1 ERFIe-11 LENGTH 4160 -IT 4M 1116'14-11 ans-2 e2t- Dena- ewaa- 4'-4° (52°} PRECAST 11174 Ua 3035 P51 444$ 6140 tiOlrl em too 2362 3039 3731 4415 5140 4'-6' (54' PRECAST 117 1606 2272 2939 3601 4215 4943 rlep4 2272 2M 3607 4143 4143 6'-8' (614) PRECAST 1161 We 2554 3342 3911 415 Im 1707 nu nu 3762 3911 5-10°(70°) F41ECA5T 635 1207 1746 2259 1473 3144 2169 115 1033 1746 2259 2117 2199 PRECAST 310 370 9!0 Imp 1 1333 19rA 1010 2420 2420 2611 2470 3321 3329 r-6° (90' PRESXST 306 14: 1 2100 26Q 1091 606 M 1364 MS 2166 2567 2160 V-6- (116' PRITAST 395 . 464 444 1212 1N 1 4160 395 600 ton 1344 2014 LUI 1) THE NUMBERS N PMENMEM ARE PERCENT RFMUCROR9 FOR GRADE 40 FIELD ADDED RMAR SEE GDOK NOTE NO. 4 S!!@ 5F9 F12 9f1@ U BF1 J Hammmm IL q-•, RDV F - Itltm t®e{ Iagart / ( 433 - Ip6atLo tlidY'•6"UI0R. r IAblru 3-1B/1T Lmm w LSCD PROOU;rmvUDV 019=W dicholloft ID IobOdbn oZ TI I 1 1-1/2' 3(Aa IL q-•, tiOlrl s II2sIR u fottou 0 It ar IBM CAW 7 ACmOL 71p IIW L PI°riJ: S W I p 2' un fimml CRAIOPAARYIO PROOU;rmvUDV 019=W dicholloft ID IobOdbn oZ 0921 CR 6T9 SERM FL 93564 I CAST—CRETE 8" LINTEL FABRICATION DETAILS Business • Professional Regulation 0 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Stall I SCIS Site Map I Unks I Search I Florida Y Ilil iloduct Approval US I USER: Public User n Product Approval Menu > Product or Application Search > Application List > Application Detail 0 OFFICE: OF FL # FL13192-R5 ZECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding 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 Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO -2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL * Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 ii CemPlank-Installation.Ddf Approved for use outside HVHZ: Yes FL13192 RS II ER RIO -2683-17 Plank Wood Metal Frame.Ddf Impact Resistant: N/A FL13192 R5 H ER RIO -2687-17 Plank Shingle to CMU.Ddf FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathina.DdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Created by Independent Third Party: No Frame.Ddf Evaluation Reports Created by Independent Third Party: Yes FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathlna.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 11 ER RIO -2683-17 Plank Wood Metal Frame.Ddf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.odf Impact Resistant: N/A FL13192 R5 11 ER RIO -2688-17 Plank WSP Sheathing.Ddf Design Pressure: N/A FL13192 R5 11 HardlePlank-Installation.odf Other: For use in HVHZ Install In accordance with NOA 17- FL13192 RS II NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO -2688-17 Plank WSP Sheathinn.Ddf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO -2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 11 HardieShingle- Installation, odf Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.Ddf Created by Independent Third Party: Yes 13192.4I HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 11 ER RIO -2685-17 Shinale Wood Metal Frame.Ddf FL13192 R5 Il ER RIO -2687-17 Plank Shinale to CMU.Ddf FL13192 R5 11 HardieShingle-Installation.Ddf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.Ddf L FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 113192.5 1 Prevail Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 11 ER RIO -2687-17 Plank Shingle to CMU.odf FL13192 R5 Il ER RIO -2688-17 Plank WSP Sheathlna.Ddf FL13192 R5 11 NOA 17-0406.06.Ddf FL13192 R5 11 Prevail -Lao-Siding-- Installation. Ddf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO -2687-17 Plank Shinole to CMU.Ddf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathina.Ddf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Dack NC><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 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 Oepartment with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: e'_thirl Credit Card Safe Florida Product Approval PrevailTm Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2683-17, RIO - 2687 -17, or RIO -2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. SouthPREVAIL MULTIFAMILY SIDING PRODUCTS Lap Skiing INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 3 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated ng staff so IM blow dust away from user RS and others In worldng area. 1Jc l using stere and snap, or shears (manual, eW* or pneumatic). 2. Position cutting stalknInwebven®aledarea may result in shrinkage at butt oints. Car planks on edge. 1 Carry dP9 Protect edges and comers from breakage. The manufacturer is notg responsible for damage caused by 2. Use one of the following methods: a. Best I. snore and snap U. Shears (manual, etedric or pneumatic) b. Better: I. Dust reducing drmW saw eeqqulpppped with a Hardrebladeni saw blade N1 Avacuumextraction c. Good: L Dust reducing circular saw with a Fwdleblade saw blade only use for low tomoderate cutting) NEVER use a power saw indoors NEVER use a circular savr blade brat does not carry the Hardiedade saw blade trademark NEVER dry sweep- Use wet suppression or HEPA Vacuum Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always usng'Besr level cutting methods where feasible.. improperastorage nd handling Of theg NIOSH -approved respirators carr be used in conJundion with above aAUng padices 10 further reduce dust exposures. Additional exposure information is ava8able at www.prevailsiding.eom to help you determine the mast appropriate cutl)ng meNod for you job requirements. If concern still exists about exposure levels a you product. do not comply with the above pradicFA, you should always consult a qualified Industrial hyglenlsl or contact the Manufacturer for further urkxmatim srourm GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to V thick When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation(sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevail'" products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1" - 2' clearance between Prevail'" products and roofs, decks, paths, steps and driveways (figs. 4,5 & 6). Maintain a 114' clearance between Prevail'" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum V gap between end caps and siding FigureFI 1 Double Wall Single Wall trim (fig.8). 9 Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier lel-In bracing Adjacent finished grade must slope away from the building in accordance with local d or 24' o.c. max. building codes - typically a minimum of 6' in the first 10'. O eagring Do not install PrevailTM products, such that they may remain in contact with standing water. PrevailTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and mulfidamly projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin *Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.00m. INSTALLATION: JOINT TREATMENT Required for Fectory Built Color Rn/sh, Recommended for Primed product) It is not recommended to use caulk at field bull joints. Figure 2 water -resistive barrier jdntllashing•• r,%fe09e °$ er-fesistivetbanter in all mOderelecontad ° ° o o O•° fastener o o ° Install a. 11/4' starter strip to o ensure a consistent plank angle o O Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk"' As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail7Y products cwntain respirable crystalline silica, which Is known to [he Stale of California to rause cancer and is considered by IARC and NIOSH to be a cause of cancer from some oaupational sources. Breathhg excessle amounts of respirable silica dust can also pose a disabling and potentially fatal Nng disease called silicosis end has been linked with other diseases. Some studies suggest smoking me' inaeasa Ilrese risks. Durbrg mstaUation a handttng: 1) work in outdoor areas with ample venUlaIon, (2) use fiber cement shears la wUing or, where not feasible, use a Hardieblade' saw blade and dust•redudrg dratar saw attached toe HEPA vacuum; () warn oUors in ure Immedlale area; (4) wear a propedyfilted, NIOSH approved dust mask or respirator (e g. N-95) in accordanp with app8pb10 government regulalfons and manuladurer insbudans W further Ilmlt respirable sUlp exposures. Dudng dearwp, use HEPA vacuums a wet cleanup meUrods •never dry sweep Fa fuller Inlormalion, refer to our Installation insbudlons and Material safely Data Sheet avaHe at www.prevallsldln9.00m or by plUng 1-871-2367526. FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. PR1007-P114 7110 CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 slud vrater r ve barrier Maintain a 114" clearance between the bottom of Prevail'' products and horizontal flashing. Do not caulk gap. Figure 7 Jjsiding Do not 114' gap Caulk hing Vanfege"' lap siding Maintain a 1" - 2" Maintain a 1" - 2" clearance clearance between between Prevail'"' products PrevailTM products and and decking material. paths, steps and Figure 5 driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS'* fascia siding y f I ^.1rde U1 resistivebanter deck material I r -r DW ashing ledger South At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure s 11 r•r Figure 9 KICKOUT FLASHING S, Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, arkwr install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing= To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail"m lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. water -resistive barrier 1 114" min. overlap Figure 10 Figure 11 Minimum overlap (IT for Both Face and Blind Nailing I[ R I I min. 11114" overlap 24-' — O.C. max. 1 114' min. overlap t t I _ _ t – C 314'-1' face pall Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. Also see General Fastening Requirements. water -resistive barrier P214 6110 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A Flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). South Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk l 8114 7 91/4 8 9112 8114 12 10314 add nail 25 20 Figure A Figure B do not under drive nails Do NOT STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM' products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail'N lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"m SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO 1 so =100 sq.p 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 61/4 7114 7112 8 5 6 61/4 6314 8114 7 91/4 8 9112 8114 12 10314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL. All rights reserved. TM. SM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P4l4 7110 6A- 0 CITY OF NFORD FIRE DEPARTtiENT Building & Fire Prevention Division PERMIT APPLICATION Application No: I - a• (o a 4 Documented Construction Value: $ 4462.00 Job Address: 3920 Loon Ln Historic District: Yes NoFv(l Parcel ID: 17-20-31-502-0000-0910 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC New construction equipment with duct work. Plan Review Contact Person: Connie Kulp Title: Exec Admin Phone: 407-886-3729 Fax: 407-781-1654 Email: connie@energyair.com Property Owner Information Name Starlight Homes / AWH Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court City, State Zip: Orlando, FL 32810 Name: Fax: 407-781-1654 NO State License No.: CAC1816317 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January I, 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 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 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 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application Si at a of Contractor/Agent Date et, Print nvactor/Agent's Name Signature of Notary -State of tl4rlida Date State of Floride Kulp on GG 14569612021EKMeeKnowntoMeor Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application WORK ORDER Inh t!- 14R4f . Date: 112512018 145940 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1091 3920 Loon LnADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford IFIL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1827SModel/Bldg: 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 CH14NBO300OG 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 A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# CU -3 CU -4 Township: T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: Ef ficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper YSISOA1017 Qt 1EAIPullsPermit: Builder calls inspection: Zone Kit #1 ZD1 EAI calls inspection: Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 ZD6 6 Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: Task - Description 03 -Fabrication Labor Hours Cost 2.20 27.72 Rou hin 2,196.00 21.78 326.7004 -Installation Labor 6.75 114.75 Trim 2,196.0006 -Piping Labor 14 -Kitchen Vent Trim 1,103.0802-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.23 15.54011 -Delivery Labor 20 -Pull Material Labor 2.47 31.07 Total Contract: 4,462.00 2.50 42.50I2 -Startup Labor CITY OF SkNFORD FIRE UEPARThIFNIT Job Address: 3920 Loon Lane Building & Fire Prevention Division PERMIT APPLICATION Application No: I / - a (w a, L Documented Construction Value: S 45,000 Historic District: Yes NoD Parcel ED: 17-20-31-502-0000-0910 Residential Commercial Type of Work: Nevi Addition Alteration Repair Demo Change of Use Move Description of Work: Temp power pole Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: n/a Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 1053 Shall be inscribed with the date of application and the code In cf1ect as of that date: 6i° 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 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 l 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 an of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signamrc of owner/Agent Date Print Owner/Agent's Name Signature ofNotaryState of Florida Date Signature of ContmctodDail Print Contractor/Ageot's Name _ dad—t- ofllyno l! , Signature of No Stat loridag Owner/Agent is Personally Known to Me or Contractor/Agent is _X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Permit Application IfCITNY OF AFORD Building & Fire Prevention Division FIRE DEPARTMENT 1 -Pole Permit Card 48A PERMIT NO.07(P a 4 ISSUE DATE: D (00 /Ot' 19 CONTRACTOR: ^ ere JOB ADDRESS: TYPE OF WORK: Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with pennit for ins ection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All T -Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC TYPE POLE FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 REVISED: 417 Inspection Line: 407.792.6069 or 655.541.2112 CITY OF SANFORD FIH1- 1)FI'AHI'iti41:AlT Building & Fire Prevention Division PERMIT APPLICATION Application No: i I I_S' Documented Construction Value: $ 51,000 Job Address: 3920 Loon Lane Historic District: Yes No Parcel ID: 17-20-31-502-0000-0910 Residential Commercial Type of Work: New[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 Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : Contractor Information Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: No Phone: 407-630-0119 Fax: State License No.: EC 13008106 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 it permit and (bat 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: 61° Edition (2017) Florida Building Code Reviscd: January 1, 2018 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 Own cut 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 signature of Contractor/Agent ate rc.nc lun GibhS Print Contractor/Agent's Name 3 S rs Signature of No of Florida ate w apM M Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: L, lectric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: CONEMNTS: Revised: January 1, 2018 UTILITIES: WASTE WATER: BUILDING: Permit Application CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: IP,- 115-4 Documented Construction Value: $ 592 - Job Address: 39;10 won l-c4n f. Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: 5F Plan Review Contact Person: Phone: Fax: Email: Name Property Owner Information Phone: Street: Resident of property?: City, State Zip: Contractor Information Name Q Phone: -7-2--4-2,t43- Street: 4-01 8QcL", Fax: Ifo"4 - ZJ-/o- City, State Zip: 0 -1c r%rb , .32&2Y State License No.: _O_( Name: Street: City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: 3 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO R 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 3F COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A 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 wal 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 submits The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction 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 Date Print Owner/Agent's Name ice J- ; a/z-aP Signature of Contractor/Agent 15ate Cay') 7 .1_•-1 Print Contractor/Agent's Name. 5—I Signature of Notary -State of Florida Daze Siang M PAT SUSI MY COMUSSiar I FF 120904 x . EXPIRES: Augnussl 25, 2010 rr Pnnkd ttuu N*jy Puft Undtn his s Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: Revised: lune 30, 2015 ENGINEERING: FIRE: BUILDING: Permit Application 9507 State Road 52 123 Miller Road 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 !-. Orlando, FL 32824 vnvw.RJtOelty.com 727-863-5486 813-661.0707 407.855.2636ca State License #CF•CO20; R.J. KiELT4 . Page: 1Of Proposal No: 717-13533 PLUMBING - HEATING • COOLING Proposal Date: 7128/2017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly -1827 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $5,925.00 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 work to be completed in a workman like mariner according to standard practices. Any aneration or deviation from specifications below involving extra costs will ecuted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accide r be our control. Owner tor,1 fire. tornado, and other necessary Insurance. Our workers are covered by worker's compensation Ins e. AUTHORIZED SIGNATURE: THIROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 Di We hereby submit spectflcal s and Iriraws for: Master Bath` 60x:16 Base 72270100 While With Walls And Moen Chateau TL182 Chmme Volvo1ShowerSterlingAccord 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL783 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Bauder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up uIllit/es I Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backilow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an awner conlraclor (RJI) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal -Tho above prices, specifications and conditions are sads!actory and hereby accepted. You are authorized 10 do the work as speed. Payment vAll be made ioutlinedabove. I agree to pay reasonable allomeys fees court costs in the event of legal action. A monthly service charge of 1 1/2°% will be added alter: days. Any sower laps deeper than 4 1/2 feel or requires backhoe or dewatering will be an extra charge. ' 1 — SIGNED: wv t DATE OF ACCEPTANCE 8 PAGE 2://l T Branch: Hudson qest Edit By: Last Edit Date: 727/2017 COUNTY OF SEMINOLE 12 IMPACT FEE STATEMENT 0 STATEMENT NUMBER: 18100002 DATE: March 09, 2018 BUILDING APPLICATION #: 18-10000212 BUILDING PERMIT NUMBER: 18-10000212 UNIT ADDRESS: LOON LANE 3920 LOT 91 17-20-31-502-0000-0910 TRAFFIC ZONE•022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3920 LOON LANE / LOT 91 WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT TYPE- DIST SCHED RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHQOLS 1.000 dwl unit 54.00CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A 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 THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAM CERTIFICATE OF OQCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEOF RULESTHE EGOVERNINGSAPPEALS MAYNBE PICKED UP, OREREQUESTED, 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 REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHEPOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE CITY • SkNFORD rt Job Address: 3920 Loon Lane Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Historic District: Yes[ --]No Parcel ID: 17-20-31-502-0000-0910 Residential D Commercial Type of Work: New[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 Title: Director Phone: 407-630-0119 Fax: Email:brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 State LicenseNo.: EC13008106 Bonding Company: Address: n/a Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of contractor/Agcot ate \' s s G.r cnoYl Ib%71 eapt Print Contractor/Agcnt't Name +3 ateSignaturaofNoofFlorida asp Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof occupancyConstructionType: p y Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMM CNTS: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revised: January 1, 2019 IS -IIsi . s em ,"'6 U -C® 31S. C W ter QdeMM34787 - 4•ROJSCT NO: 407-656-9656 p DEK NOs ggp0[t7' NO: ---------- U'05vU'05 G'Y I I pstoc^T m G1f i (' /-ISJ7 VDDJ yCT SpB ,-KATION: I COiVTEACTOE 09'8'31bAi.'tlR 1{gOIS'L iIE'•=• l ' LOCATgON: raATBR'IAL• DATE TESTED: LOCATION r BUZ em vzmT '>r DEFM OST ts rY uqcmm I WYNDHAM PRESERVE - LOT 91 W N SPECIFIC PURPOSE SURVEY FORMBOARD) / a g lHda crn^ mJ,0 c CV WYNDHAM PRESERVE JJ N LOT 91 V o ° (PB 81, PG 93) 0 m 0o / Ll I I PCP LOT 92 I 2s. 10, I N89'43'03T' 128.61 ' o N 89'43'03" E ?2 l ?g ? 0 .9 0 of 11.0 I N----------------------- ------- ------------------------ I e4! PCP 5.3' 63.5 39.8' •lq a _ I LOT 91 I tp Z Ts QO o PROPOSED AREA = a it p R nl l N 1 STORY RESIDENCE 7,974 S.F. D OQr, '' F tp l 3920 LOON LANE 10.0 ( ro Z x Q I y 5.3' 17.3 1827 FIREFLY rn c I o6 A c 1`1ELEVATION - U n 1k l 12.3 GARAGE -LEFT t0.0 n Q Rom I c i ; o .Q FORMBOARD I N 0o z HayFFE= 25.59 Z 58.5 I.. 39.8' L++ wZ Q W ------------------------------------------------ -------- 7 I 25.0' 128.61 ' S89'43103V X39 COs PCP I LOT 90 I 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. 4-W111-111LEGEND:ADUSSO-Access Drolno a Utilities SidewalkLB-Licensedainesa / 9 / / ' B -Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP-Permonent Control Point D -Description FP&L -Florido Power dr Light P -Plot FFE-Flnlsh Floor Elevation D. .-Deed Book Water Meter O.R. -Official Records Book 04 -Water Volvo P.B. -Plat Book V -Fire Hydrant Pg. -Pogo RIC® -Reclaimed Water Meter Elev. -Elevation RCD4-Recloimed Water Valve Conc.-Concrete Cable Box SP -Brick Paver m -Telephone Box SW -Sidewalk 10 -Electric Box FFE-Finished Floor Elevation1-:Ught Utility Pole CI -Curb Inlet Guy Pole GTI -Grate Top Inlet Pole P.U.E.-Public Utility Easement f—Guy Anchor RCP -Reinforced Cone. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS -No Comer Set (Fogs in Water) G-Sonitary Sewer Manhole SF -Square Feet CNN* -Electric Hondhole D.U.E. -Droinoge/Utility Easement COO -Clean out FMGD-MAG NAIL do DISK P.K. -Porker Kolon Noil A:VD4-Irrigation Control Valve Sign SIR -Set 1/2" Iron Rod L87768 W04 -Gate Water Valve SPKD-Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 I'-Existing Grode F1P-Found 1/2' Iron Pipa L87768 d -Blow -off Valve FPKD-Found P.K. Noll & Disk L87768 -%--Drainage Flow Direction FCM -Found 4'x4" Concrete Proposed Design Grade Monument PRM LB7778-As-Built/Existin GradNote: Some items in above learn mev not hn sen icnhla DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon ore In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades dr finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side 7.5' PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C -0765H. in Flood Zone X" 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 91, according to the plat SURVEY) of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hereon described property 555 Winderley Place, Suite 109NosmadeundermysupervisionandmeetstheStandardsofMaitland, FL 32751 Practice set forth by the Florida Board of Professional Phone: (321) 270-0440 Surveyors dr Mappers in CholAof I5,l+N3, orldo Administrative Fax: (813) 248-2266 code, pursuant to j 1QOQ7,,7100do Statutes. Licensed Business No. LB 7768 as ' GeoPoint Surveying, Inc. Aftes D. Le1yrlr:' y o: ' DRIDA PROFESSIO IitiF,YOR & MAPI'T1t •S6915 Drown: MTP Checked: JDL P.C.: Data File:BrbsonFmt-Plat NOT VALID WITHOUT.JH SI E ORIGINAL Date: 06/21/18 Dwg:erWMIA t-10191 Order No.: - ED SEAL OF A FLO IDA.IJ _ 69 wM AND MAPPER SEC. 17 - TWN. 20 5. - RNG. 31 E. Field Bk: