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3914 Loon Ln 18-1158THIS N R gtFlED L- 1111111111111111111111111111111111111111LYyNa.IStahHomes Address: 1084 Greenwood Blvd Suite 124 GRANT MALOY SEMINOLE COUNTY Lake Marv_ FL 32748 CLERK OF CIRCUIT COURT & COMPTROLLER BK 9086 Ps 1595 (1P9s) CLERNOTICEOFCOMMENCEMENTRECORDEDv03%06/3018103:05:38 PM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number. Parcel IDNumber 17-20-31-502-0000- 09310 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following Information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93-102 Lot 92, Address: 391 LV l—oor, "r,e r :Z-1 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address.. 1405 Old Alabama Road, Suite 200 Roswell, GA 30076 Fee Simple Title Holder (d 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 servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor s 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 adifferentdateIsspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713. PART I, SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under enaltles of perjury, I declare that I have read the foregoing and that the facts stated in It are truetothbsowledgeandbelief. efs Signatrae Ownefs Printed Name Fiodda S M13(1)(gr - The owner must sign ere nolke or conneno°anent and no one else may be penNtled to slpn In Ns or her stead.' State of County of The(ffoolrree goln Instrume wnowledged before me this day ofJf 20 by " I CL Who Is personally known to me NomeofparsonmaldngstatementOR who has produced Identification type of Identification produced: VShayne Mange t NOTARY PUBIA' STATE OF FL(PRI Commit Gd11311 CE. Exolres 6/21 W. Dot t, .r .......... v%, I `I ri+2 CITY OF SANFORD APB 2 MILDING & FIRE PREVENTION MAR 0 5 2015 PERMIT APPLICATION Documented Construction Value: $ 28NSHK eo Job Address: fly- ' "o-i LA to c- !a)qnrr6,A Historic District: Yes No Parcel ID: 17-20-31-502-0000- o9a o Wyndham Preserve Lot ga 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?: City, State Zip: .Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 No Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Address: Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 5* Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of -this county, and there may. be.additional.permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate 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 ON- ;J4-11 Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of Notary- to of Florida 0 Date y Shayne Mangel NOTARY PUBLIC nay STATE OF FLORIDA 96O mli GG113111 Owner/Agent is Personally Known to Me or Contractor/Agl e VEX*11lbwn to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical Q Mechanical 2 Plumbing2 Gas[] Roof Construction Type: 45 Occupancy Use: WIS Flood Zone: 1C- S CC- Total Sq Ft of Bldg: Z4.&J Z Min. Occupancy Load: 1 LA # of Stories: New Construction: Electric - # of Amps 1 5;O Plumbing - # of Fixtures 15 Fire Sprinkler Permit: Yes No © # of Heads APPROVALS: ZONING: '% UTILITIES: COMMENTS: ENGINEERING: y gt- 4-2to- a FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 31.0 -/o imp. JCJB1 Opkne;.,- T, C L Fire Alarm Permit: Yes No WASTE WATER: BUILDING: V C f 3. -9 Revised: June 30, 2015 Permit Application _ ._ r 187%=4 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.mange)@starlighthomes.com Property Address: 3914 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0920 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FEW 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 M The parcel is not in the: FE-1 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1158 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 YP-04 Landscaping in Right -of -Way www.earAoran.gov Department of Planning S 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 ' e 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 -May. All requested information below as well as a current survey, site plan or plat clearly identifying the o..mrvbelow. size and location of the existing right--of--way and use shall be provided or application could be delayed. Callbetoreroeete. 1. Project LOcabon/Address:.8I+ Leos "n e , t54nrmrd . F-4 , 3X-113 2. Proposed Activity: Q Driveway M Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work. Construction Of New SFR Completion Date R Emergency Repairs This applicationVs s miffed by: Ply 01 L Signature: Print Name:tCJ,,4 ` -_L Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax 407-647-0700 Email: shay"'* OM Date: ';k% • a[n - 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 installationbmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or arty general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cast 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-cf-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 Requestoes 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 reiO4"rdvnderstand the above statement and by signing this application I agree to its terms. Signature: Date: 'A ' ,"Uo -17 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pro -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 4 - Zo- ZO t Date: November 2015 ROW Use REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a- Project Name: v nAlr„-,r,rtS e, Project Address: 91y L.eo•- r e, ,n Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, 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. P nt ame f Owner/Tenant Signa Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e o Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) Scott &5lef-6-00k Print Name of El. Contractor Z .--I 1e Signature of El. Contractor El. Contractor License # o Florida Power and Light on / LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- I S - 1$ 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): E' The specific permit and application for work located at: 3914- "on L A y,e., Z75o rJ6'4, V-L- Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this iaday of &kA uQiq200 by Robert Willets who is o personally known to me or o who has produced as identification and who did (did not) take an oath. Notary Sea]) Shayne Mange[ e NOTARY PUBLIC a y STATE OF FLORIDA Comm# GG113111 50 Expires 6/21/2021 Rev. 08.12) J'AAM 0 X-7.ur e CY`CZr Q Print or a name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Y. f.A9.n '9 s+-LaE'CNTRIC ALP,1ERMIT'::....w:.'.-_.`"; V11V flNiL•fr..::.. f:'l••: 4•.f. '-•....`, • • f/:'7:Y`ir{`.. - y. j-?.,,:.; ' :. • } <rs, o-. is " r.' u•. ..a'.t..2i•... 1: _ _ ::.i'S%f:' a. L.1.. 3"r 1:,.Y;;., .tom r n.. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond i 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final i L' o n c' 41 Cf Jl;uD'}''i",`'. adHc i,r tY''`' `'•.f> 4 ' ,_y.s;.:' I Inspection Description Plumbing Underground Plumbing Tubset Plumbing Sewer y-• v'oj .'Rs...._.u;.-ir•.+•iz;R Min Max 7.s Win• '7 g'i;'rf::'3 N^,hY ^Cn' v °e:. •.1 :•its'•..•,yr2;3i:'Y'•fJI:T...yLL tU;. Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 92 - 1981 TL Builder Name: Starlight Homes Street: 3914 Loon Ln Permit Office: Seminole County BUILOi, City, State, Zip: Sanford. FL , 32773 Permit Number. u 1 p 1 ' SgNFORDDesignLocation: F`L,Saanorb County:: Seminole (Florida Climate Zone 2) b ok 1. New construction or existing New (From Plans) 9. Wall Types(1954.9 sgft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 R' b. Frame - Wood, Adjacent R=13.0 291.67 R' 3. Number of units, if multiple family 1 c. NIA R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 R' 6. Conditioned floor area above grade (ft) 1981 b. N/A R= ft' Conditioned floor area below grade (ft) 0 c. NIA R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 48.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: WA ft' SHGC: 13. Healing systems kBtu/hr Efficiency d. U-Factor. N/A R' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. FloorTypes ypes (1981.0 sqR.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 R' b. Conservation features b. NIA R= ft' None c. N/A R= fl' 15. Credits Pstat Glass/ Floor Area: 0.085 Total Proposed Modified Loads: 59.55 PASS TotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and THE ST,gl, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance a rFp with the Florida Energy Code. PREPARED BY: Before construction is completed o DATE: this building will be inspected for O compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ qode. COp tyE OWNER/ AGEN BUILDING OFFICIAL: DATE: DATE: r. Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/ 17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 WORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 92 - 1981 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, Slate, Zip: Lot Information 92 3914 Loon Ln Seminole Sanford , FL. 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.3 ft 0 1981 ft' M_ 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 2216 ft= 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC J # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 1/17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM k405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N 2 E 3 S 4 W 5 W Exterior Concrete Block - Int InsUI Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 48 9 9 4.1 44 9 9 4.1 60 0 9 4.1 24 9 9 13 31 3 9 4 455.0 ft' 4 417.5 Its 4 559.8 ft' 4 230.9 ft' 4 291.7 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 e 2 None Low-E Double Yes e 2 None Low-E Double Yes E 2 Vinyl Low-E Double Yes s 3 None low-E Double Yes W 4 None Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.26 N 0.34 0.26 N 30.0 W 1 ft 0 in 30.0 ft' 8 ft 0 in 48.0 ft' 8 It 0 in 30.0 it' 1 ft 0 in 30.0 ft' 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 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 fta DUCTS Supply — Return— Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cim 59.4 cim 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[ ]]JanHealingIX] Jan I j Feb [[[[[ ]]Mar X] Feb Mar A r Apr Ma X Jun X Jul Au May X] Se X Oct ( Nov Oct Dec Venting [[ ]) Jan t) J Feb `X]] Mar Jun Jul Aug l 1 Sep l 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 80PM808078787878787878787878 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78PM787878787878787878787878 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68PM686868686868686868686666 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68PM686868686868686868686666 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3914 Loon Ln, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: NIA SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 1 c. WA R= ft' 4 d. NIA R= ft' No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft' 1981 b. N/A R= ft' Area c. N/A R= ft' 120.00 ft 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 396.2 48.00 ft' 12. Cooling systems kBtu/hr Efficiency RE a. Central Unit 30.0 SEER:14.00 ft' 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. 1 ' na o.. Date: a- I aBuilderSignature: Address of New Home: 39 LCity/FL Zip: d t FL kBtu/ hr Efficiency 30. 0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat 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 2:30 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2W - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 92 - 1981 TL Builder Name: Starlight Homes Street: 3914 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cot 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 tight 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 light 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 oinono and wirwno- 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 arinkler cover Males and walls or ceilinas- a. in avanion. inspection or log walls shall be in accordance with the provisions of iCCAOO. 1/17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-z017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 92 - 1981 TL Builder Name: Starlight Homes Street: 3914 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hourinClimateZones1and2 ... 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. Testingshallbeperformedatanytimeaftercreationofallpenetrationsofthebuildingthermalenvelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or otherInfiltrationcontrolmeasures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Healing 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0, -T14E ST9T O D WE 1/17/2018 2:30 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 92 - 1981 TL 3914 Loon Ln 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 (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct System Total Conditioned Floor Area) Leakage Qn,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: O T14E ST,gl O WE 1/17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 e Project Summarywrightsoft Entire House Energy Air, Inc 5401 Energy Air, Ci, Orlando. FL 32810 Phone: 407-886-3729 Email. GRenner@energyakoom Web: www.energyair oom For. Lot 92 -1981 TL, Starlight Homes 3914 Loon Ln, SanfordFL 32773 Notes: Design Information Weather. Orlando ExecutiveAP, FL, US Job: Ashton- StarlightBlisson Date: 4//412017 W- Plan: 1981 S Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grl1b Heating Summary Sensible Cooling Equipment Load Sizing Structure 17497 Btuh Structure 17033 Btuh Duds 1538 Btuh Dues 2048 Btuh Central vent (65 dm) 1830 Btuh Central vent (65 ctm) 1248 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 Infiltration sensible 20330 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 2278 Btuh Duds 197 Btuh Central vent (65 cfm) 1917 Btuh Heating Coding Outside air Area (fF) 1983 1983 Equipment latent load 4391 Btuh Volume (n 18498 18498 Air changes/hour 0.26 0.14 Equipment Total Load Sen+Lat) 24721 Btuh Equiv AVF (dm) 80 43 Req. total capacity at 0.75 SHR 2.3 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 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 dm Actual air flow 899 c tim Air flow factor 0.047 dmBtuh Air flow factor 0.047 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 37 OF Backup: Input = 6 kW, Output =19028 Btuh,100 AFUE SokMik values have been manuallyoven*10an Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C * wrightsoft' Nght•SubOUnlversal201717.028 RSU17013 2016 Jan 1714 age IAM... SpeciliclWyndham Preservell of 92 - 1981 TL.rup Cale = MJS Front Door laces: W Page Manual S Compliance Report Job: Ashton- starlight Brisson W rlghtsoft• Dais: 4114/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air. CL Orlando, FL 32810 Phone: 407-SM3729 Email: GRenner@energyairoom Web, www.energyairoom Project• • For. Lot 92 -1981 TL, Starlight Homes 3914 Loon Ln, Sanford, FL 32773 Cooling Equipment Design Outdoor design DB: 92.6•F Sensible gain: 20330 Btuh Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Indoor design DB: 75.0°F Total gain: 24721 Btuh Indoor RH: 50% Estimated airflow: 899 ctm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 ctm Sensible capacity: 20916 Btuh 103% of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 106% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 ctm Output capacity: 28600 Btuh 137% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 ctm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. Entering coil DB: 76.3°F Entering coil WB: 63.7°F Entering coil DB: 68.1 OF Capacity balance: 37 OF Economic balance: -99 OF wrightsofr wghl•SuiWOuniversa1201717.028RSU17013 2018•Jan-17 14:28:49Pagel ACCK .- SpecifiCWyndham Preservell of 92 - 1981 TL rup Cale = MJ8 Front Door Faces: W d- wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:4074M6.3729 Email: GRenner®energyaircom Web: www.energyaircom Project• • For. Lot 92 -1981 TL, Starlight Homes 3914 Loon Ln, Sanford, FL 32773 External static pressure Pressurelosses 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 0.165 in/10011 899 dm 170 It Supply Branch Detail Table Job. Ashton- Starlight Brisson Date: 41/4/2017 Br: Plan: 1981 S Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.165 in/100ft 899 dm Name Design 13tuh) Htg dm) Cig dm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba 2 c 140 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 46 0.181 5.0 Ox 0 VIFx 29.4 125.0 st2 bed4 c 2552 111 120 0.181 7.0 Ox 0 VIFx 29.5 125.0 st3 b A h 1188 56 40 0.177 5.0 Ox 0 VIFx 33.2 125.0 st3 Toyer h 1292 61 51 0.332 5.0 Ox 0 VIFx 9.3 75.0 IdWin-Faro c 2690 94 127 0.198 7.0 Ox 0 VIFx 21.4 120.0 st1 1"in-Far A c 2689 94 127 0.193 7.0 Ox 0 VIFx 25.2 120.0 SO Idt-din-Fam•e c 2689 94 127 0.189 7.0 Ox 0 VIFx 27.8 120.0 st1 laun c 834 15 39 0.329 4.0 Ox 0 VIFx 10.0 75.0 mba h 743 35 21 0.177 4.0 Ox0 VIFx 33.1 125.0 S112 mbr h 3013 142 123 0.171 7.0 Ox0 VIFx 33.4 130.0 st2 mwk h 1413 67 32 0.165 5.0 Ox 0 VIFx 39.9 130.0 St2 Wc2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2 O-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 SO Nic4-A h 955 45 25 0.175 4.0 Ox 0 VIFx 40.4 120.0 SO Supply Trunk Detail Table Trunk Htg cig Design Veloc Diam H x W Duct Name Type dm) dm) FIR Rpm) in) in) Material Trunk SO PeakAVF 281 380 0.189 697 10.0 0 x 0 VinlFlx st2 PeakAVF 302 224 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 205 0.174 545 9.0 0 x 0 Vin1Flx SoAdffark vahm have been manuallyoveffb*n wrightsoft• Righ}Suite®Universal201717.028 RSU17013 ACiC;k ... SpedfidWj ndham PreservetLot 92 -1981 TL rup Calc = M18 Front Door faces: W 2018-Jan-17 14:25:49 Page 1 Return Branch Detail Table Name Grille Size (in) Htg dm) Gg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx t,, + wrightsoft• RighFSu"Universal 201717.028 RSU17013 AC01 .- SpeoM Wyndham PreservetLot 92 -1981 TL rup Cale = MJ8 Front Door faces. W 2018-Jan-1714:28:49 Page 2 Ericut.,02 Job M Ashton- Starlight Brisson Performed for: Lot 92 -1981 TL 3914 Loon Ln Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 4074386.3729 www.ener9prcom GRenner@energymrcom Scale: 1/8"=1'0" Page 1 Right-S" universal 2017 17.028 RStJ17013 2018-Jan-171429:15 am Preservelml92 -1981 TL rUP VTR 1-1/2" VM vrR Jl Jl a„ A AUTO VENT i KS LAV a" ul LAV co wC 3" WC VUM c 3u o SH au r i 3" TUB PLAN 1981 PLUMBING RISER DIAGRAM v o, a W m c v c a O q O. v m J tD 41100 c b to O : 0J2 Fi b z C WVNDHAM PRESERVE - LOT 92 PLOT PLAN DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior.. O 8P I$ - Il 58 02 ZONI D ATE 5 Ok to construct single family home with setbacks and impervious area shown on plan. AB k Ophel; a - T, CT L PCP i LOT 93 N891143103"E 128. & 1 ' I I I ao v A/C PAD a.. F. E. I• . r 4. 50.0 8.0 Z 3.. p 1 DROIVEWA b' c PROPOSED ^ o ^ LOT 92 I oI o Q a . • . a a I ', N 1 STORY RESIDENCE i i= N 3914 LOON LANE a N AREA = m y Z 1 , 9.3 7,974 S.F. a 4 PROP SED s CONC ALK PORCH 1981 OPHELIA 43.3' 1 OO _ o. Co a o 4-.IX n 15.3 ELEVATION - T 8.0 GARAGE - LEFT ICI U 1 I t 1.3 i z V Cn Crn I I c FFE- 25.3 N N 1 1OaCZ O5.3' 60.0 ' 4 ro-D 22 128.61 ' S89'43'03'1N PCP 1 LOT 91 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 users sole risk. od ,• In LEGS W:ADUSSD—Access g / / LB—Ucensed usiness /Dmina a Utiities dewolk B—Back Prevents, Sight Distance Easement S —Survey PRM—Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L—Florida Power do Light P —Plot FIFE —Finish Floor Elevation D. . —Deed Book O.R. —Official Records Book Water Meter Da —Water Volvo P.B. —Plat Book f—Pre Hydrant Pg.—Page s Elev.—Elevation RC® —Reclaimed Water Meter Conc.—Concrete RVIXI—Reclaimed Water Valve 10—Cable BoxBP —Brick Paver SW —Sidewalk m—Telephone Box Electric Box FFE —Finished Floor Elevation Utility PoleCI —Curb Inlet GTI—Grote Top Inlet AF—Guy Pole x(—Light PoleP.U.E.—Public Utility Easement. t--Guy AnchorRCP —Reinforced Conc. Pipe PVC —Polyvinyl Chloride OU--Overheod Utilities Storm Sewer ManholeNCS —No Comer Set (Falls in Water) 0 —Sanitary Sewer ManholeSF —Square Feet D.U.E.—Drainagge/Utility Easement NO —Electric Handhole COO —Clean Out FMGD —MAG ! dt DISK P.K.—Parker Kalon Nail C1004—Irrigation Control Valve p—SignSIR —Set 1/2' Iron Rod LB7768 SPKD —Set P.K. do Disk L87768 WD4—Gate Water Valve I 1 Gas Meter FIR —Found 1/2' Iron Rod L87768 C,—Existing GradeFlP —Found 1 /2" Iron Pipe LB7768 FPKD—Found P.K. Nail do Disk L87768 CI —Blow—off Volvo DrainageFCM—Found 4"x4' Concrete Flow Direction Proposed Design GradeMonumentPRML87778 $—As—Bui1R/Existin GradNote: Some items in above uescnption I Date I Dwn.1 Ck'd I P C Order No LOT AREA CALCULATIONS LOT = 7,974 SQ.FT. LIVING AREA- 1,981 SQ.FT. GARAGE 402 SQ.FT. ENTRY = 78 SQ.FT. DRIVEWAY = 437 SQ.FT. WALKWAY 44 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS- 37.0 X SOD = 5,023 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 S . . DRIVEWAY = 551 SQ.FT. SIDEWALK = 354 SQ.FT. SOD = 5,281 SQ.FT. SURVEYOR'S NOTES: I. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, walks, and other simllor items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC V13MCAL 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. S. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PNIEL t Y19f 06r Peripittiing:pj!, a* cTATE OF a_ iftes D. Levii6fle-sts'll DRIDA PROFESSIONAL SURVEYOR & MAPPER NO. 6915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL u a r 3 D cp j$20E A in rA W s o, o. J ° rz W OJ ty . J I 0 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 92 PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 1 1 7—0765H. in Flood Zone W DESCRIPTION: LOT 92, -according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Windedey Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77M GeoPoint Surveying, Inc. Drown: JE I Checked: JDL I P.C.: Data File:erissonud—Plot Date. 01/20/18 Dwg:g -gy Order No.: SEC. 17 — TWN.20 S. — RNG. 31 E. I Field Bk: RECORD COPY PALMIER ELECTRIC Starlight Homes 1981 LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C)(3) - (4)1 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR (;a 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER Q 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADSINEC 2014-220.82(B)(II-(41) LIGHTING 1981 Sq Ft @ 3VA/Sq. A 5.94 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) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(]) 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 ON"F() 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 # ' Q _ 58 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA I ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) C3a 40% 10.58 KVA SUB - TOTAL (GENERAL LOADS) INEC 2014 - 220.82(BI) 20.58 e KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(All 30.96 KVA MINIMUM SERVICE SIZE 129.01 Q AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RF-CORD COPY RE: WP0092 - WP0092 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0092 Model: 1981 Tampa, FL 33610 4115 Lot/Block: 92 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date No. Seal# I Truss Name Date 1 1 T13026342 1 A01 1/23/18 118 T13026359 1 CJ5A 1/23/18 12 1 T130263431 A02 1 1/23/18 119 I T13026360 I EJ7 1 1/23/1LLJ 13 1 T1 3026344 1 A03 11/23/18 120 I T13026361 I EJ7B 1 1/23/18 1 4 1 T13026345 1 A04 1/23/18 21 1 T13026362 H1 1/23/18 5 1 T13026346 1 A05 1/23/18 22 1 T13026363 HJ7 1/23/18 6 T13026347 A06 1/23/18 23 IT13026364IV3 1/23/18 7 T13026348 A07 1/23/18 24 IT13026365IV5 23/18 18 1 T1 3026349 1 A08 1 1/23/18 I I 1 I 0,)\%-D1vc gANFORFI 1 O- paRrt ' 1 1 5 8a 19 I T1302635O I A09 1 1/23/18 110 I T13026351 I AO10 J 1/23/18 111 I T1 3026352 1 A011 1/23/18 112 I T13026353 I AO12 1 1/23/18 13 1 T13026354 1 A013 1/23/18 14 1 T13026355 1 CJ1 1/23/18 15 T13026356 CJ3 1/23/18 16 T13026357 CJ3A 1/23/18 117 I T130263581 CJ5 1 1/23/18 The truss drawing(s) referenced above have been prepared by. MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) 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. 1'',, O Bq , 9380 ' STA E OF .'QJ Z 4 OR %'0 p. G\, 11111 Thomas A. Albanl PE No.39380 Wait Usk Inc. Ft. Cart 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: January 23,2018 Albani, Thomas I of I Job Truss Truss Type Oty Ply WP0092 T13026342 W POO92 A01 Hip Girder 1 1 Job Reference (optional) WHOM. rlrslOource, Iampa, riant wiy. rivmva 00000 .,., —V,.... o., ................ ..._. ._,. _.... ___..__..__-.- . - _ . ID:4xtZSyO5pnperCOHML10910836-Shz1 JIBIKF04ZxV2ZEmg2zAex1 KHvmiLwcd410zsYPv 1.0• 4.2.3 7.0.0 152.1.15 17.2.1 22.4 0 27.5.5 32.6.11 37.8.0 d0 5 13 44.8.0 8.0 1 0 4.2.3 2-9 13 1.151.15 5 1.55.1-5 2-9 13 4.2.3 0 0 Scale = 1:76.4 2x4 I I 5.00 F12 2x4 II 64 WB= 20 II 4 26 27 5 28 29 6 30 31 79 32 33 9 34 35 10 36 37 11 3x4 06 = 25 24 38 39 23 40 4122 21 42 43 20 44 45 t9 1846 47 17 48 49 16 15 4x5 = 20 II 4x6 = 2x4 11 7xt0 = 2x4 11 4xG = 2x4 li LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ver1(LL) -0.10 16.17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Verl(CT) -0.19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n1a Na BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 264 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purtins. 4.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-8.0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpi 6-20, 9-20 WEBS 2x4 SP No.3 OTHERS 20 SP No.2 REACTIONS. (lb/size) 2=1218/0.8-0, 20=4357/0-8-0, 13=1217/0-8-0 Max Horz 2=-46(LC 32) Max Uplift 2=-406(LC 8), 2D=-1471(LC 4), 13-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451/802, 3-4— 2319/802, 4-5— 1960/699, 5-0-1959/699, 6.7-846/2625, 7-9=-8462625,9.10=-1964/698,10.11=-1964/698,11-12=-2318/801,12-13=-2449/810 BOT CHORD 2.25-7262200, 24-25-726/2200, 23-24-6742148, 21-23=-56/330, 20.21=-56/330, 19.20=•51/310, 17-19=-51/310, 16.17=•6692147, 15.16=-6872198, 13-15=-6672198 WEBS 4-24-8W603, 5.23=-579/355, 6-23=-839/1693, 6.21=0/349, 6-20=-3339/1129, 7.20=-672/408, 9.20=-3325/1126, 9-19=0/354, 9-17-647/1912, 10-17-580/357, 11-16=-87/601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vull=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h=151t; Cal. II; Exp C; Encl., GCpl--0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 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 406 lb uplift at joint 2,1471 lb uplift at joint 20 and 409 lb uplift at joint 13. 4 a Thomas A. Alban PE No.30390 MiTak USA, Inc. FL Cart 6654 6904 Parka East Blvd. Tampa FL n1110 Date: January 23,2018 WARNINO • Verify doe/yn parametwa and READ NOTES ON TM AND INCLUDED WTEK REFERANCE PAGE U467473 rev. fMMIS BEFORE USE. Design valid nor use only with MlleM connectors. R* design is based only upon pdaaneton Ytown. and Is fa an IndNkAxd MAding component. not a Mass system. Before too, the 1xAding doslgnei mull vedfy the aWiccilAlly of design pCoarmlen and rxODedy hcatotatO this design Into the overall bttddthg design. ®achg Indlcoted Is to lxevenl buciding of Individual buss web and/a Chord inembvis orgy. Addlllona0 tuinporary and peimanenl Ixacing M!Tek' Is always rogWed got slobapty and to prevent collaixe with Possasle petsonat"and Ixoponly damage. row genotal gtddonce iegading Iho fob coliDn, slotage. dollvory, erection and Ixocbtg of Intssos and inns syrknna seeANSIMI I Quality Criteria. DS11-89 and SCSI Buading Component 6904 Pork* East Blvd. Safety Information ovcilablo born Inas Plate Institute, 218 N. tee Sheer. StAIO 312. AlOxandrim VA 22314. Torrpo. FL 33610 Job Truss Truss Type Oty Ply T13026342 W POO92 A01 Hip Gilder 1 1 IWPOO112JobReference o Lionel Builders FlrstSouree, Tampa. Plant Gily. Florida 33555 6. r,sv s OUP 10 ev i r mt i vn n iuuau.ca, lee.. • w vair. w v..aa..c —,. , W. . ID:4xiZSyOSpnperCOHMLI Ogl zP836-5hz1JIBIKF04ZxV2ZEmg2zAex1 KHvmiLwcd4iOzsY9v NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0-0, 105 lb down and 107 lb up at 9.0.12, 105 lb down and 107 lb up at 11-0-12, 1051b down and 107 lb up at 13-0.12, 105 Ib down and 107 Ib up al 15.0.12, 105 lb down and 107 lb up at 17.0.12, 1051b down and 1071b up at 19-0-12, 105 Ib down and 1071b up at 21-0-12, 1051b down and 107 Ib up at 22-4-0, 105 Ib down and 107 lb up at 23.7-4, 105 lb down and 107 lb up at 25-7-4, 105 lb down and 107 lb up at 27-7-4, 105 lb down and 107 lb up at 29-7-4, 105 lb down and 107 Ib up at 31-7.4, 105 lb down and 107 lb up at 33-7-4, and 105 lb down and 107 lb up at 35-7.4, and 200 Ib down and 202 lb up at 37-8-0 on top chord, and 320 lb down and 109 lb up at 7-0-0. 81 lb down at 9.0.12, 81 lb down at 11.0.12, 81 lb down at 13-0-12, 81 lb down at 15.0-12, 81 lb down at 17-0.12. 81 lb down at 19-0-12, 81 lb down at 21-0-12, 81-lb down at 22-4-0, 81 lb down at 23-7.4 81 lb down at 25.7-4, 81 lb down at 27-7-4, 81 lb down at 29-7-4. 81 lb down at 31.7.4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 320 lb down and 109 lb up at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4-54, 4-11=-54, 11-14— 54, 2-13=-20 Concentrated Loads (lb) Vert: 4=-153(B)11=-153(B)24-320(B)6=-105(B)21=-58(B)20=-58(B)7=-105(B)19=-58(B)9=-105(B)16=-320(B)26=-105(B)27=-105(B)28=-105(B) 29=-105(8)30=-105(B)31=-105(B)32=-105(B)33=-105(B)34=-105(8)35=-105(8)36=-105(B)37=-105(B)38=-SB(B)39-58(B)40=-58(B)41=-58(B)42-58(B) 43=-58(B) 44=-58(B) 45=-58(B) 46=-58(B) 47=-S8(B) 48=-58(B) 49=-5B(B) Q WARMING. Ywflp dWpn par~*m and READ NOTES ON TNfS AND INCLUDED MlrEK REFERANCE PAGE M -7473 my. fOOM15 BEFORE USE Dcslgn vdkl la use only wlxn NUlek®connoctots. Rtlsde3W is based orgy u wn paaiWlots shown. and Is lot an hdMdual building component. not o fit= system. Before use. Iho b ttdhrg doslgnet must voilfy bho aWic bli fy of design paanetes tend piopedy 1rneon7oiolo "doslgn Into Iho oveiall btAcSW design. ®achg hxDcated b to prevent bucbhtg of kxDvklud puts web and/of chord membxs orgy. Adfltlonal temporary and pemwneni braGng MOW a dways requited lot slabllly and to prevent collopse with passible perfm I fu y ad rxopeny danoge. ror genetat gtldance logmding Rre slaogo. (ki vwy. oteCxon arxl brochtg of hu sm ord Inca systorns soeAN5111M I Quality Ciltarb. DSB-89 and BC51 BullOhtg Component 6eo4 Parks East Blvd. Safety Information ovallablo horn Truss Plole hnstllulo. 218 N. lee Shoot. Sulto 312. Alexcxi*kL VA 22314 Tatrpo. FL 33610 Job Truss Truss Type Oty Ply WP0092 T13026343 WPOO92 A02 Hip • 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:19 2018 Page I ID:4xiZSyOSpnperCOHMLI OglzP836•Nt uhnlH2hPu5uOXOUCOTgRzvlrmZ2?uNXCgySUzsY90 1.0 5.7.6 B•0 0 75 8.74 22.4.0 28.11.2 35 8-0 39.0-10 44.8.0 8• 1.0 5 7.6 3•a-10 6.8-14 8 7.2 6.7.2 6.8-14 3 a-10 5.7.6 0 Scale = 1:76.1 2x4 11 6x8 = 5x8 = Sx8 = Sx8 = _ S.00 12 6x8 4 5 g 7 8 9 Sx6 = 17 Sx8 = 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 FBC2017fTP12014 LUMBER - TOP CHORD 20 SP N0.2 'Except' 4.6,6.9.2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 18 15 14 13 700 = Sx8 = 7x10 = Sx8 = ME Sx6 = CSI. DEFL. in loc) Udell Ud PLATES GRIP TC 0.74 Vert(LL) -0.33 15 >999 240 MT20 244/190 BC 0.26 Vert(CT) -0.61 15 >863 180 WB 0.52 Horz(CT) 0.13 11 n/a rVa Matrix-SH Weight: 277 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.4-3 oc bracing. WEBS 1 Row at midpt 5.17, 8-13 REACTIONS. pWsize) 2=170008-0, 11_1700/0-8-0 Max Horz 2=-57(LC 13) Max Uplift 2=-477(LC 8), 11— 477(LC 9) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-3598/2258, 3-4-3395/2064, 4-5=-3153/1963, 5.7=-4957/2959, 7-8=-4957/2959, 8-9=-3153/1963, 9-10-3395/2064, 10.11= 3598/2258 BOT CHORD 2-17=-1996 3246, 16.17= 2504/4521, 15 16=-2503(4524, 14-15=-2471/4524, 13-14=-2472/4521,11-13=-1900/3246 WEBS 3.17-162/349, 4-17=-578/1022, 5-17-1635/932, 5-15-279/562, 7-15-340/293, 8.15=-280/562, 8.13=-1635/931,9-13=-578/1022, 10.13=-162/349 NOTES- 1) Unbalanced 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=3.0psi; It=1511; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Corner(3) -1.0.0 to 5-0.0, Exterior(2) 5-0-0 to 45.8.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will lit 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 ()t=lb) 2=477, 11=477. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cori 6634 NM Parke East Blvd. Tampa FL 33510 Date: January 23,2018 O WARNING • Vp/y deatyn parameters and READ NOTES ON 00 AND INCLUDED AMEK REFERANCE PAGE 4Q67473 An: 1=302015 BEFORE USE Design VCMd low use only vAth Mllekl9 cowveCIM. this deslpn It Ixed only upon paamelea shown, and Is lot an Individual building component. not a htrs system. Before use, the Ixlldhg deslgnew mint verity Iho aWica ly of design Ixaamaloa and property Incorpmale this design into the over., bxadhg design. ®achy Indicated Is to prevent bucaing of Individual truss web and/or chard members orgy. Addillonal temporary and pemnanent txWng MiTek' Is always iegUiod ar slablllty, and to prevent collarze with posillAe personal "and property damage. for gemal guidance iegaidhD Me lalrk:allm stowage. dellvery. ewoctton and lxochg of trusm and truss syslerns seeANSI/TPII Quality Critedo, DSB-89 and BCSI Building Component 6904 Porke East Blvd. Safety Inlomrotlon avaaable Rom hus Plate Institute. 218 N. toe Sheel. Sr/to 312. Alexandrlm VA 22314, Tanga. FL 33610 Job Truss Truss Type City Ply T13026344 W POO92 A03 Hip 1 1 IWPOO92JobReference (optional) Builders FlrstSourCe, Tampa, Plant City, Florida 33566 a.14v s aep t a zvt r Mi r ek mausures, im. r ue oan co yr zccv cv ro Faye v ID:4)dZSyOSpnperCOHMLI Ogt zP836•sDS3_1 HgSjOyWA6a lvviNfV2W F7BnNLXmsZV_wzsY9n 1.0.0 5.1.6 11.0 0 18.7.4 26.0.12 33.8.0 39.6.10 44.8.0 I-" 1.0.0 5 1.6 5.1VO-0 + 7-7-4 7.5.8 7-7.0 + 5 10 10 5.1.6 0 Sire = 20 II 44 = 3x8 = Sx6 = e Scale = 1:76.1 0 10 11 g Sx6 = 19 18 17 16 15 14 13 12 Sx6 = ar4 II 4x6 = Sx8 = Sx8 = 20 II Sx8 _ 5x9 = 20 II LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Veri(LL) 0.31 15.16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.57 15-16 >924 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 n/a Na BCDL 10.0 Code FBC20171rP12014 Matrix-SH Weight: 262 lb FT = 2096 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4.6: 20 SP M 31, 6.8: 20 SP No. t BOT CHORD Rigid ceiling directly applied or 6.11.0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 7-16, 7.13 WEBS 20 SP No.3 REACTIONS. (Ib/slze) 2=170DID-8-0, 10=1700/0.8-0 Max Horz 2= 70(LC 17) Max Uplift 2=-457(LC 8), 10— 457(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3-4-3239/1977, 4-5-3874/2397, 5.7-3874/2397, 7-8=-2954/1893, 8-9=-3231/1970, 9-10=-3641/2283 BOT CHORD 2-19=-2031/3291, 18.19-2031/3291, 16.18=-1593/2943, 15 16=-2095/3887, 13-15=-2095/3887,12-13=-1937/3295,10-12=-1937/3295 WEBS 3-18=•386/469, 4-18=-149/406, 4-16=-626/1198, 5-16-429/369, 7-15=0/301, 7-13=•1204/638,8.13=-451/875,9-13=-398/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-1.6, Exledor(2) 5.1-6 to 45.8-0 zone; cantilever left and right exposed end vertical tell and right exposed,,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will Fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=lb) 2=457, 10=457. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 A ~mavo • verily dedyn parentetem and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE M47473 rev. raMMIS BEFORE USE Design Yolk] lot use orgy with Idllek® correctors. 8tk design Is based only upon rxsanelers shown. and Is lot an Individual bxsedtrng component. not a frtrs system. Before use, the b t8ding designer must vodly the d>t> Icabelty of duslgin paanelers and property hcorratale this doslgn Into the ovoid, btldeng design. flacing Indlkbatod Is to prevent Ixick*V of WiMuxl truss web and/or chord members orgy. Additional temporary and permanent braCIng MiTe k' Is always tectulrod lot stablilty and to Irevont collaime w ilh possible poisons Injury and IxofXAy damage. for general gu ickmo regadhg Trio labrlcatbn, stotage, dollvery, section axl bracing of trusses and truss systems. seoANSVTPII Quietly Criteria, DS6-e9 and BCSI Ilawng Component 6904 Parke East Blvd. safety trHornwtlan available from Truss Rate Irnstltuslo. 218 N. Leo Shoal. Sulle 312. Alexandria, VA 22314. Tango. FL 33610 Job Truss Truss Type City Ply T13028345 W PW92 A04 Hip • 2I I 1 IWPOO92JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.13U 6 bep lb Levi f MI i ex inaUSma5, inc. r ue.Ian za vr:uzi 20io rege i ID:4xiZSyOSpnperCOHML 1 Og 1 zPB36-KPORC NI IDOSoSKhnbdOxws2E,AKsWvEg7 WJ3XMzsY9m 1.0.0 7.7.12 13.0 0 19.3.4 25.4.12 31.8.0 37.0.4 44.8.0 45 ep 1.0.0 7.7.12 5 634 fr1•B ft3.4 5.4.4 7.7.12 0 3 5.00 r 3x8 = Sx8 — at4 II 06 = Sx8 = 4 5 67 8 Scale = 1:79.6 1.54STP= 19 /8 I 16 15 — 13 12 1.5xBSTP= US = 2x4 II 30 = 4x6 — 34 = 2x4 II 4x6 = 34 = 20 II US = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 VBFI(LL) 0.33 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.62 15-16 >848 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.53 Horz(CT) 0.20 10 We rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins. 4-6,6.8: 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.1-6 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpi 7-13 14-17: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (IWSIze) 2=1700/0-8-0, 10=1700 0.8-0 Max Hors. 2=81(LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4-2988/1873, 4-5-3249/2076, 5.7=-3249/2076, 7.8=-2720/1784, 8.9-2988/1873, 9-10— 3523/2170 BOT CHORD 2-19=-1881/3157, 18.19=•1881/3157, 16.18=-1430/2707, 15-16=-1719/3249, 13-15-1719/3249, 12-13-1788/3157, 10.12— 1788/3157 WEBS 3.19=0/276, 3-18=-539/529, 4.18=-226/416, 4-16=-419/833, 5-16=-352/306, 7-13=-822/416, 8-13=-487/851, 9-13=-539/530, 9.12=0/276 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; Cat. II; Expi C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Exledor(2) 5-0.0 to 45.8.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit 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= 437, 10=437. Thomas A. Albani PE No.39380 MITO USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Vwffy deNyn peremerere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE W74173 rev. IM302015 BEFORE USE Dusigri vdk/ Ion use only M4h WoW conneelom Ihb deslg n b bored only upon paanelersshown, aril b la an bdMdLKd building cornponont, not a htas syMlem. Bello use, the Mlic" designer must verify the applkabaa lty of doslgnpamelersandproperlyk'ncon)oiale Ihb doslgn Into the overatl building dosfgn. Dochg Indicated b to prevent buckthg of Indlvlduar truss web and/or chord members only. Addltlordl temporary and pwmareni bacN WOW Is always re% ted for stalAlly and to prevent collapse with possible personal h "and property damage. Fa general guidance rogarcA ng Ore 6904 Parke East Blvd Klnicatlon, storage. delivery. eroctlon oral bracing of tnrae9 and tRrss systems. weANWWI I Qualify Crlieft. DSB-8? and BCSI Bullding Component Tonga, FL 33610 safety Imormallon avalablehornbussPlatoInsllluto. 218 N. lee Shoel. Sulle 312. Aloxaddu. VA 22314. Job Truss Truss Type Ply T13026346 W POO92 A05 Hip 10ty2 1I IWPOO92JobReference o tional WHOM Mrsibource, lamps, r'rani Vriy, rlunua aa000 nperCOHM L 1 Og 1 z PB36-ocapPjJwzKGBTGz9KyAS4bMn3eaF NapDA2c3pzsY91 5.00 12 5x8 = 20 II 5x8 = 5 6 T Scale-1:81.0 1.54STP= 18 IT" `15 "13 12 11.bm51r= 06 = 20 11 4n6 = 3x8 = 30 = 20 11 08 = 3x4 = 496 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.98 BC 0.94 WB 0.46 Matrix-SH DEFL. In (loc) Well Idd V@rt(LL) 0.32 15 >999 240 Veri(CT) -0.59 13-15 >895 180 Horz(CT) 0.21 10 n1a n/a PLATES GRIP MT20 244/190 Weight: 22611) FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpi 3-17.9.13 WEBS 20 SP No.3 REACTIONS. (lb/slze) 2=1700/0.8.0, 10=1700/0.8-0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10=-417(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3561/2217, 3-5=-2851/1783, 5.6=-2893/1905, 6-7=-2893/1905, 7.9=-2851/1783, 9.10=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18=-1933/3197, 15.17_ 1325/2562, 13-15=-1306/2562, 12-13=- 1840/3197, 10-12=- 1840/3197 WEBS 3.18=01314,3-17=-704/660, 5-17=-1981491,5.15— 266/600,6.15=4431372, 7.15=-266/600,7.13=-198/491,9.13=-704/660,9-12=0/314 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsi; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0-0. Exterior(2) 5.0.0 to 45.8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=417, 10=417, Thomas A. Alban! PE No.S9E60 MITsk USA, Inc. FL Cott 6634 ON Parke East Blvd. Tampa FL 31610 Date: January 23,2018 Q WARNING - Verify dmdpn pwanWom and READ NOTES ON TITS AND INCLUDED MI7EK REFERANCE PAGE ma•7073 rov. 14119300/6 BEFORE USE Doslgn wild low use only with Mnek® connoclois. R* design S based onlY upon paaneten showrt end b for an Indlvidial building component not a buns systewn. Before use. the building designer must verily the cWlc belly of design poraneters and properly Incorporate ads cksign Into the overall building design. ®acing bxftated Is to Ixovenl lxscklbng of Individual huss web and/or chord members only. Additional lempowary and pemenenl lxacing MiTek' is always wegL*od for stability and to prevent collarAe with possible personal bnAry and properly dainage. For general gJdonco rogaidbng the fabwk:allo n. storage, delivery, ewoction and biocbng of trusses and truss systorm sooANStMl I Quality Criteria. DSB-89 and BC51 Building Component 6904 Parke Eons Blvd. Safety Irdormollon available from Crum Plate bns9Me. 218 N. too Sheet. Suilo 31Z Alesancift VA 22314. Tornpo. FL 33610 WPOO92 I A06 I Hip 12 I 1 I T13026347 rs FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:23 2015 Page I ID:4xiZSyOSpnperCOHMLtOglzP836•GoBBd3KYkeOWNdrgl2TP?H7bMSz1 olzSgo9bFzsY9k 1.0 5.11.10 11-B-15 17-o•0 22.4.0 27.8-0 32.11.1 36.8.E 44.8.0 45.8- 0 5 11.10 5•g•5 5 3 1 s4 0 54-0 5 3 1 5 9 s Sll-10 0 Kii•18 6.00 12 Sx6 = 3x8 = Sx6 = 30 = 4x6 = 2x4 II 3x8 = 3x4 = 3x8 = 44 = Scale a 1:78.0 7.11-1 17-0.0 z1u w - 7.11.1 015 50 s9a5 7.11.1 Plate Offsets (X,Y}- 12:0.4.2,0.1.8L 16:0.3.0,0.2.41,18:0.3.0,0.2-41,112.0.4.2 0-1-81 LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.31 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.62 18-20 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.21 12 rVa rlla BCDL 10.0 Code FBC2017fTP12014 Matrix•SH Weight: 244 lb FT = 20°L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7.2 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at micipt 7-18, 7-16 REACTIONS. lb/size) 2=1700(0.8.0, 12=1700/0.6.0 Max Horz 2=104(LC 12) Max Uplift 2=418(LC 12), 12=418(LC 13) FORCES. ( Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3-3562/2280, 3.5=-3380/2197, 5.6- 2635/1724, 6-7- 2391/1651, 7-8=-2391/1651, 8- 9=-2635/1724,9-11=-338012197,11-12=-3562/2281 BOT CHORD 2-20=•2010/3200, 18-20=-1586/2794, 17.18=-12892526, 16-17=-12892526, 14.16-15502794, 12-14- 1916 3200 WEBS 3.20=-222/369, 5.20=-306/485, 5.18=-572/529,6.18=-420734, 7.18=-393/166, 7-16=-3931166,8-16=- 4241734,9.16=-5721529,9-14=-306 485, 11-14-222/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=1511; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS ( envelope) and C-C Comer(3) -1-0-0 to 5.0-0. Exlerfor(2) 5-0-010 45.8.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=418, 12=418. Thomas A. Albani PE NoJS380 MiTek USA, Inc. FL Cert 6634 M Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARKWO. V4rUr dadyn p4nmMen and READ NOTES ON PW AND 01CLUDED IWTEK REFERANCE PAGE 610,7473 rev. 100302015 BEFORE USE. De*p valkl for use only vAlh Mlok® connectors. nib design is Ix750d only upon paamelers shown. and Is for an Indlodual balding component, not o hus system. Bofao use. the Ixilceng dusigner mint vodty the applkab Ify of design pacnnelors and Ixolwrly I ncorpaatu this doslpn Into the overall building design. Bactng lndlcalod Is to pevent lxrckling of lrxflvldual mm web and/or chord members only. Additlonal lemporcny and peuncmnl Noctng MiTek Is always rocpirod for stability and to pevent collapse vAth lws3mle porwnd Inlay and poperty damage. For general guidance reWding the k4xkotion. staage. delivery. erection and Mating of Inracs and Truss Mfoms seeANWWI I Quality Criteria. DSB-89 and SC31 BulMing Component 6904 Pork* East Blvd Safety Information ovalloble hom hrm Nate InstiMe. 218 N. lee Sheet. Suite 312. Alexanc lo. VA 22314. Tompa, FL 33610 Job Truss Truss Type Ory Ply T13026348 W POO92 A07 Hip 2 I 1 IWPO092JobReference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 8.130 s Sep t5 2017 MITek Industries• Inc. Tue Jan 23 0722:24 2018 Page 1 ID:4xiZSy05pnperCOHML1OglzP836•k_hagPKAVxXN7nOLGl eXVgjRsJ-jIz6hUX17hzsY9j 1.0• 7.0.4 12.7.15 19 0.0 25.8.0 32.0.1 37.7.12 44.8.0 4 •8 0 7.0 4 5 7.11 6.4-1 6 &0 6.4.1 5 7.11 7.0.4 •0• Sx8 = 5.00 F,2 Sx6 = Scale a 1:81.0 1.54STP= 20 19 ' a 17 " 16 14 13 1.54STP= 3x8 = 20 11 3x4 = 44 - 30 = 3x8 = 4x6 = 30 = 2x4 11 34 = 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 YES Code FBC2017rrP12014 CSI. TC 0.90 BC 0.95 WB 0.40 Matrix-SH DEFL. In (loc) Well Ud Verl(LL) 0.30 17 >999 240 Vert(CT) -0.55 17-19 >969 180 Horz(CT) 0.21 11 n1a n1a PLATES GRIP MT20 244/19D Weight: 243 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 5.17, 6.16, B-16 REACTIONS. (Ib size) 2=1700/0.8-0, 11=1700/0-8-0 Max Horz 2=116(LC 16) Max Uplift 2=-432(LC 12). 11-432(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3545/2254, 3.5=-3039/1969, 5.6=-2461/1649, 6.7=-2219/1594, 7-8=-2461/1649, 8- 1 0=-3039/1969, 10-11=-3545/2255 BOT CHORD 2-20=-1966(3179, 19-20=-1966/3179, 17-19=-15362752, 16-17=-1097/2218, 14-16- 1507/2751, 13-14- 18730179, 11-13=-1873/3179 WEBS 3.20=0 259, 3-19=-497/485, 5-19=-182/403, 5-17=-707/576, 6-17-328/594, 7-16=-319/584, 8-16=-706/575, 8-14=- 1 82/402,10-14-497/486, 10-13=0/259 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-O to 5.0-0, Exlerior(2) 5.0.0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=432, 11=432. Thomas A. Albani PE No.193110 MITek USA, Inc. FL Calf 66Yt 6904 Parke East Blvd. Tampa FL "610 Date: January 23,2018 Q WARNWG . yeAry dasten paramaten end READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE Afi67477 rev. rDMWIS BEFORE USE DeslQn valld for use only wllh Mllek® connoctas. Inls drf*p Is bared only upon parameters shown. and Is for an Individual IxAdlng component. rat a Inns system. Bolore use. the brad,g designer mtrsl veAN the applicability of dodgrn pmametors aid property Incorwato th6 design Into the overall bulk" design. Bracing bxllcoled Is to p iovent buckling of Individual buss web and/or chap mornbers only. Additional lemporary and pormcment brcr_Ing MITek' Is always rocpAred Ia stability and to ixevent collapse with possible personal byway and profxarly damage. Fa general guidance regading the xlbrlcollon, storage, dolNory. section and bracing of Intssas and truss systems so0AN$VTP11 Quality Criteria. OSB-89 and aCSI BuDdI ng Component 6904 Parke East Blvd. safely Information avdkitle from lnm Plate butiiuto. 218 N. Lee Shooi. Side 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply T13026349 W POO92 A08 Hip 2I 1 IWPO092JobReference (optional) glltivers f1r510Ource, r ampa, r-15Ot t,ny, rivnua J -qm A.o.n 9.11.141 13.8.14 5.00 12 Sx8 = Sx6 = 5 6 nperCOHMLI Ogt zP836-CBFy2lLoGF1EdxTYgSV14iCu6GfMSjTGw8HGg8zsY9i Scale = 1:61.0 1.Sx8STP= 18 17 to C1 15 to " 12 11 1.5x8STP= 3x8 = 20 II 30 = 4x6 - 30 = 3x8 = 4x8 = 30 = 2x4 11 3x8 = 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 YES Code FBC20171TPI2014 CSI. TC 0.91 BC 0.94 WS 0.58 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) In poc) Well Ud 0.31 15.17 >999 240 0.59 15-17 >899 180 0.21 9 n/a n/a PLATES GRIP MT20 244/19D Weight: 252 lb FT = 200% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (lb/size) 2=1700 0.8-0, 9=1700/0-8-0 Max Horz 2=128(LC 12) Max Uplill 2=-446(LC 12), 9- 446(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-35512278, 3-4= 2980/1943, 4-5=-2288/1570, 5.6=-2046/1531, 6.7=-2291/1572, 7-8=-2979/1943, 8-9=-3552/2278 BOT CHORD 2.18=-1989/3185, 17.18=-1989/3185, 15-17=-15112704, 14.15=-9822042, 12-14=-14862703, 11-12-1896/3186, 9-11=-1896/3186 WEBS 3-18=0/275,3-17=-556/527,4-17-161/459,4-15=-844/669,5-15=-372/594, 6.14=-362/590, 7-14=-840/666, 7-12=-160/456, 8.12=-557/528, 8.11--W76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15111; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.0.0. Exterfor(2) 5.0-0 to 45.8-0 zone; cantilever left and right exposed end vertical tell and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.0ps1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=1b) 2=446, 9=446 Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Carl 6634 M Parka Ent Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNING - Vert y dadpn pararmhaa and READ NOTES ON THIS AND WCLUDED MrrEK REFERANCE PAGE MF7g3 mv. 189MIS BEFORE USE Design Wkl lot use only vAlh W lek® connectors. firth doslgn Is based only upon paaneters shown. and Is tot an amdlVldual "ding component not a frtm system. Below too. the Ixildtrn0 duslpm mint verily the applkalAlly, of c$wlg n "anolon aril property haogwiolo Ihh design Into the overall btAdhng OWVn Bracing IrWlcated Itto prevent IxicKing of IndlvInnsfuol Inwog and/or chord members orgy. Addtional temporary and permanent btockng MiTek' Is always iogW ed fa sIc"lty and to prevent cdlarno with possamle personal " ancl property damage. For general guidance tegarc9ng Ono labilcolim storage. delivery. erection and biaci ng of Iniaos and him solemn, soeANSI/TPI I Quality Criteria, DSB-89 and BCSI SuOding Component 6904 Parka East Blvd Safety InformoOon ovWaMo from lnsa Plate InsaMe. 218 N. lee Sheol. Sure 312. Alexandria. VA 22314. Tanya. FL 33610 Job Truss Truss Type Ory Ply T13026350 WPOO92 A09 Common 7 1 opboRoe"ierence optional) Builders FirstSource. Tampa, Plant City, Florida 33566 6.13o s Sep 15 201 i MI I ex Industries, Inc. I ue ,tan 23 07:22:27 eat a rage 1 ID:4xiZSyO5pnperCOHML 1 Og 1 zP836.8ZNiSRN3osvysFBwytXL971Dd4OOweJYNSmNkOzsY9g 1.0 0 7.11-6 15.7.6 22.4.0 28.0.10 36 8.10 44.8.0 45 e 0 0• 7-11-6 7.7.15 68-10 6-&10 7.7-15 7•tt•6 1.00 Scale a 1:75.0 ITe1-1E 5.00 12 1 - Ig 4x6 = 3x8 = 30 = 3x4 = 4x6 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.32 15.17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.51 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 n1a rVa BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 234 lb FT = 20919 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 1-4,8-11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 3.9.13 oc bracing. BOT CHORD 20 SP No.t 'Except' WEBS 1 Row at mldpt 6-15, 7-15, 9-13, 5-15, 3.17 14-16: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=170W0.8-0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-353=527, 3.5=-2815/2123, 5.6=-2170/1814, 6.7=-2170/1814, 7-9=-28152123, 9-10=- 353012527 BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17- 161312524, 13-15=-1619/2524, 12.13- 211313164, 10-12- 2113/3164 WEBS 6. 15=-943/1286,7-15=-840/755,7-13=-202/492,9.13=-7131634,9.12=0/330, 5.15=- 840l755,5.17=-202/492,3-17=-713/634,3-16=0/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.0.0, Extedor(2) 5-0-0 to 22-4-0, Comer(3) 22.4-0 to 28-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsi. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=lb) 2=454, 10=454. Thomas A. Albani PE No.193110 MITek USA, Inc. FL CeR 6634 6904 Parke East Blvd. Tampa FL MID Date: January 23, 2018 0 WARNING . V dy deNen peromeren end READ NOTES ON TM AND MLUDED MMK REFERANCE PAGE IMO.7473 rev. 10VI&WIS BEFORE USE Design valid for use only vAth Mltok® contnacfors. this design Is based only upon poamoters shown. and Is la an individual balding comltonenl. not a bras system. holed trso, l o txOdrtg doslpnor rnrat vedly the (401CCO761ty of design paranotcrs and propedy Incorpotote Mis design Into Iho overall bxidh ig design. Bocing Indk oted Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanenl tro ing M iTe k' Is alvicrys regal ed for stabalty and to prevent collapse v41h possMo personal hurry and property damage. For gororal guldatce reWdIng me t, storage. dollvory. Oroction and bracing of busses and Inns systems. weANSVIPI I CuaBan ty Criteria, DSB-89 d SCSI Building Component 6804 Parke Sass Blvd.fotx1coll Satey hdorrnaxanovak" o hom buss Plots hutlMe. 218 N. lee Sheet. Sldto 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13026351 WPOO92 A010 Roof Special 1 1renceJ`opb0R099f29 optional) aU110e16 r1161WUrGe. i empa, Yiani Wry, rieriaa 4,700e Bxe = o. wv a avy , a c ,r ,. rCOHML 1 OD 1 zP836-ZD(OW eCH5Z8xA54 E 7xH3bAjsUOk)eC'$V9GNeEq 7x10 = 20 II 5x8 = Sxe = 6X8 = Scale a 1:78.8 Sx6 = cv 19 10 17 16 "' 14 13 5x6 = 4x6 — Sx8 — 5x8 = 20 If Sx8 = 20 11 6x8 — 5x8 = 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 FBC2017rFP12014 CSI. TC 0.82 BC 0.22 WB 0.86 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Well Ud 0.31 16-17 >999 240 0.52 16-17 >999 180 0.11 11 rda rVa PLATES GRIP MT20 244/190 Weight: 284 lb FT = 200b LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 1-4: 20 SP M 31, 5-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6.5.6 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at micipt 8-14 WEBS 20 SP No.3 REACTIONS. (lb(size) 2=1700/0-8-0, 11=1700I0.8-0 Max Horz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11-515(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-3686/2686, 3.4=-3437/2465, 4-5=-3801/2723, 5-6=-402712771, 6-8=-4026/2770, 8-9=-2980/2234, 9-10— 3251/2290, 10.11-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17-19=-2101/3448, 16-17=-2309/3843, 14-16=-2309/3843, 13.14-2301/3297, 11-13-2301/3297 WEBS 3.20=-353/550, 4-20=-380(502, 4-19-1469/2251, 5-19-1973/1408, 5-17= 4381816, 6.17-414/358, 8-14=-1056/681, 9-14=-532/9D4, 10.14-379/486 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.1& MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.1-14, Exterior(2) 5-1-14 to 12-8.0, Comer(3) 12-8-0 to 39.6-10, Extedor(2) 39.6.10 to 45.8-0 zone; cantilever left and right exposed; end vertical loll and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplill at joint 2 and 515 lb uplift at joint 11. a 2 — ly Thomas A. Albani PE No.38360 MITek USA, Inc. FL Cart 683t1 UN Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO - Vwfy deUyn jawwwae and READ NOTES ON THIS AND INCLUDED 4UTEK REFERANCE PAGE 410.7473 rev. 16=9016 BEFORE USE. Do*p vrlld lot use only with tvalekS conneclois. This design Is based oNy upon paraneters shown. aW Is for on In lMduol tAA*v componenl, not a htas system. Before use, the landing do3ignei must verify the apr71icalAlly of des1M pmainelers and property Incoipotole this design hnlo the overall bealng dodgn. Biachg Indicated Is to prevent bucldlrlg of IndNkltKA truss web and/or chord members orgy. Addillonal tarn Wary and penncnent txachng Welk_ Is always recpLod lot slatAly and to prevent collapse wllh possB31 personal "and property damage. for general gtldonce tegadtrng the 6904 Parks East Blvd. k4xIca110n, storage. delivery, etoetlon and bracing of Maws and trim syslemx weANSi/TN I Quality edtwb, DSB-69 and BC51 Building Component Teripa. FL 33610SafetyINwmalbnavallic"e horn Truss Rate hatlMe. 218 N. Leo Sheet. Salto 312. AloxamMm VA 22314. Job Truss Truss Type aly Ply T13026352 WPOO92 A011 Roof Special 1 1 IWPOO92JobReference (optional) uuuoers rlrswource, I ampa, rrani wry, rranoa a i000 500 12 I D:4xiZSyO5pnperCOHML 1 Og 1 zPB36-VFIAxKDXdAOIOPEd FM KXgboHyE IS660ncesk4 7 29.6.13 35.8.0 , 38-11.6 , 44.8.0 4¢.8- 5x8 = Sx6 = 30 = 30 = Sx6 = 2x4 II 3x6 = Sx8 = 4 5 6 Scale a 1:79.4 396 = 24 23 22 21 20 /9 18 1716 15 3xe = 20 II 30 = 3x6 = Sx8 = 30 = 3x4 = 3x8 = 6x8 = 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Verl(CT) -0.32 13-15 >732 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.87 Horz(CT) 0.03 13 rVa rVa BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 2401b FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4.7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6.13 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0-B-0. Qb) - Max Horz 2=70(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 18 except 2=-164(LC 12), 20=-485(LC 9), 13— 275(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=563(LC 23), 20=1760(LC 1). 13=838(LC 24), 18=343(LC 24) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-878/647, 3-4=-315 230, 4-5=-37/304, 5.6=-64/344, 6-7— 538/970, 10.11=-881/677, 11-12=-117BM05, 12.13-1421/1152 BOT CHORD 2-24=-503/759, 23.24=-503l759, 20.22=-741/704, 19.20=-970/875, 18-19=-339/881, 16.18— 339/881, 15-16=-559/1061, 13.15— 944/1261 WEBS 3.23=-573/623, 4-23=-191/356, 4-22=-646/548, 5.22-274/176, 8.22=-599/912, 6-20=-690/537.7•20=-944/673, 11-15-234/398, 12-15-256/473, 11-16=-241258, 7-19=-774/110, 10.16— 54267, 8-19-318/278, 10.19— 929/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) •1.0.0 to 5-2-3, Exterlor(2) 5-2-3 to 11-D-0, Comer(3) 11-0-0 to 14-4.0, Extedoi(2) 16-4-0 to 45.8-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load noncwncurrent with any other live loads. 5) - 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) 18 except Qt=1b) 2=164, 20=485, 13=275. Thomas A. Albani PE No -MOO Milk USA, Inc. FL Cart 6634 6904 Parke Ent Blvd. Tampa FL 33510 Date: January 23,2018 Q WARNWG - Verily depyn paremofen and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE 4e}7473 rev. 1000 IS BEFORE USE. Design valid for use only vAlh Mllake connectors. R* design is lAmed only upon paameters shown. and Is for an hdlvlducil holding coonpjorient, not a hta3 systein. Before tao, rho Lo Udng designei mini verify the cWleabllty of dosign paaneters andl property incoWato this design Into Iho oveiall btlldlrlg doslgn. ®acing Indleated Is to prevent buckling of Individual Inuit web art/or chord mombors only. FWdlaonal tompoiary and permanent Lvoc g WOWbalwaysrocalredforsfcMIWandtopreventcollarnewithros*Q le porsonol W W and pioporty da nage. For gerwral Ot*kince ieWclr%g the falrk:atkrl, storage. delivery, orection and brocing of husws and Iftm systems seeANSVIPI I Quality Criterlo. DSO-89 and 9CS1 aumng Component 6904 Parke East Blvd. Safety Information ovallulAo loom Inst Plate Institute. 218 N. lee Sheet. Sulle 312, Alexanchict. VA 22314. Tempe. FL 33610 Job Truss Truss Type Oty Ply WP0092 T13026353 WPOO92 A012 Roof Special Girder 1 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Flonda 33555 6.1ju s aep 15 20i r Mr i an rnuusures, rrry'. r Yn Jeri LJ vi.". -- - - - r-Y- , ID:4xiZSyOSpnperCOHML1OglzP836-zSDYBgE90UW W 1 Yppo4rmDpLL?eeGravxrEblr9zsY9r t• SSO PPO 12.60 164.0 164.0 250-0 31.32 37.4•e 37 •04P4•S 44Pe S SSO 37.0 3P0 3P0 2A0 SPO B32 Sl•e 9 2•P5 4.311 5x8 = 5.00 rl2 20 11 5x8 = Sx6 = 5 6 7 5=_ Scale=1:79.4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3x6 = 20 II 3x8 = 3x6 = us II 4x6 = 2x4 II 3x6 = a SSO PO-0 12b0 1G4-0 7-4 217.2 7500 2P2.7 34.3/3 37•a•O 4P4.5 SSO 37-0 . 2 3P0 332 3.4•t4 32.7 St8 343 2•P5 hilt LOADING (psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 BCDL 10.0 Code FBC20171TP12014 Matrix-SH DEFL. In (loc) Well Ud Ven(LL) -0.08 17-19 >999 240 Ven(CT) -0.19 17-19 >999 180 Horz(CT) 0.04 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 234 lb FT = 20°L LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.4-14 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Harz 2=58(LC 27) Max Uplifl All uplift 1001b or less at joints) 22 except 2=-243(LC 27), 20=-930(LC 5), 13=-409(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20). 22=270(LC 18) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/413, 3.4_ 788/381, 4-5- 632/410, 5-6=-632/410, 6-7=415/360, 7-8-264/895, 8-10-219/352, 10.11=-1581/618, 11-12-1900l789, 12-13=-2089/794 BOT CHORD 2-27=-362/10D9, 26-27=-362/1009, 25-26-243/743, 23-25-211/396, 22-23=-310/346, 21.22- 310/346, 20.21-1657/566, 19.20- 1657/566, 17-19=-504/1138, 16.17-635/1761, 15-16=-666/1852, 13-15=-666/1852 WEBS 3-26=-380/169, 4.26=-65/274, 6-25-1781660, 6-23=-553/165, 7-23=-147/573, 7.21=-1002/345, 8.21-277/1010, 8-20-2629/931, 11.16-104/372, 8.19-628/2073, 10-19-16881730, 10-17=-79/675, 11-17=-261/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=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); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 30 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 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 lb uplift at joint(s) 22 except 01=lb) 2=243, 20=930, 13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 109 lb up at 25.74, 145 lb down and 107 lb up at 27.7-4, 145 lb down and 107 lb up at 29.7-4, 145 lb down and 107 lb up at 31.7.4, 145 lb down and 107 lb up at 33-7-4, and 145 lb down and 107 lb up at 35-7-4, and 250 lb down and 202 lb up at 37-8-0 on top chord, and 82 lb down at 25-7-4. 81 lb down at 27-7.4, 81 lb down at 29-7.4. 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 262 lb down and 110 lb up at 37-8-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (0). ibd Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cori 8834 SM Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO - VWly design peremerm end READ NOTES ON TM AND INCLUDED WTEK REFERANCE PAGE t1L7473 rov. 100=016 BEFORE USE Dedgri valid for use only w11h MAWS connoclon. This deslOn b based only upon paanelers shown, and IS for an lnNvkhxd huadhw component not a Inns system. Before rise. the IxOalng dodgm mrrsl verify the atpptkatbllty of dosIgn Marne lets and properly Incorponote anb design Into the overall building design. Bracing In llcaled Is to prevent buckling of Individual truss web and/or chord meinlxhs orgy. Additional temporary and permanent txoclrp Welk' Is always rogrliod for stability and to piovenl collapse wllh posdAe personal kVi+y and papally danago. For general guidance iogarding the k"Icatlon storage. delivery. erection and txochng of frussos and teas syslems. seeANSI/TPI I Quality Criteria. DSB-89 and SCSI BuBdhtp Component 6904 Parke East Blvd Safety Information available horn truss Plate hullhAe. 218 N. Lee Sheet. Suite 312, Aioxorwd . VA 22314. Tanya. FL 33610 Job Truss Truss Type Oty Ply Tt3026353 WPOO92 A012 Root Special Girder 1 IWPOO921 Job Reference (optional) 13UIIOOTS FIrStboUrce, Tampa, Plant txy, monaa 33buo o. rag s aep oa cet r mr tan nteuauies, nw. un van w vr.cc. w cv iv rayv a ID:4xiZSyO5pnperCOHMLI Ogl zP836-zSDY9gE9OUW W 1Yppo4rmDPLL7eeGravxrEblr9zsY9r LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1.4-54, 4-6=-54, 6.7=-54, 7-11— 54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 11=-153(F) 16=-262(F) 28=-109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32=-105(F) 33=-105(F) 34-61(F) 35=-58(F) 36=-58(F) 37=-58(F) 38-58(F) 39-58(F) WARNING - Vwfy dsslyn psnmotors and READ NOTES ON TN15 AND INCLUDED M MK REFERANCE PAGE MHvmm rev. I*WgQIS BEFORE USE Deslgn wild too use only vAlh 1,41 t®connectos. lnls design b bosod oNy uf»n lxxonelorssf10wR and b lot an MIvldual buBcAng componont. not o btm sMem Before uso. Iho txAding deslgnot must vorlry the cppilcabOlry of deslpi potanoters and ptoPerly bx;orporate 91b design Into the oveoall btAding design. Boeing bxycated Is to prevent bucMhg of bx9vlduol tnm web axl/o chord membors oNy. Addllonal temporary and permanent brocblg MOW b always togsirod tot slahUlly old to prevent collgxe with pou3ble potsotxi blltay oW property dosage. Fa Ilonael guidance oefardblg Me xtloolcollon, storage. dolNory. oroc11a1 axl bracing of musses and Inm systems. soeANSVIPl1 Cuaay Cdfedo, DSB-89 and BCSI Bu9dbtg Component 6904 Parke East Bird. Safely Information ovallable non Truss Rate butltute. 218 N. Lee Street. Salto 312, Alexandria, VA 22314. Tanpo, FL 33610 Job Truss Truss Type Oly Ply T13026354 WPOO92 A013 Hip Gwder 1 1I IWPOO92JobReference o Iional Builders FirslSOurce, Tampa. Plant (;fly. FlOnda 33555 6.1 iv s aep 16 201 r mi n en muusunrs, im;. r uv vu-, co vl:cc. 1 / cv to rayv ; I D:4xIZSyOSpnperCOHML 1 Og 1 zPB36•RemwMOFn9oeNfiO7MnM7101e 124Sa6J44uLrObzsY9q 1•0 0 4.3.11 7-a0 12.8.0 18.4.0 21.0.5 25.4.0 0+ 4-3-11 2-8.5 5.8.0 5-8-0 2.8.5 ' 4.3.11 30 = 6T•18 2x4 II 3x6 = 20 11 30 = 3x 12 MT20HS = US = 3x6 = ar4 11 Scale v 1:44 0 4.3•il 7•yy 4.3.11 2.8-5 12-a-v S8.0 1wv-v 5.4.0 ne•nry cr•va 0.- 2-&5 co•••v 4-3.11 Plate Offsets (X,Y)-- 4:0-5.12,0.2.8],16:0.5-12,0.2-81,110:0.1-12,0-1-81,113:0.1-12,0-1.8) LOADING (psi) SPACING- 2•0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 11-13 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.08 11-13 999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 10 rVa rva BCDL 10.0 Code FBC2017/TP12014 Maldx•SH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 8=44/0-8-0, 2=656/0-8-0, 10=1197/0.8-0 Max Horz 2=53(LC 12) Max Uplift 8=68(LC 19), 2= 186(LC 4), 10- 313(LC 5) Max Grav 8=73(LC 20). 2=665(LC 19), 10=1197(LC 1) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1109/272, 3-4=-879/256, 4-5=-629/232, 56= 629/232, 6.7=-92/49217-8=-68/313 BOT CHORD 2.14=-223/966, 13.14-223/966, 11-13=-168/797, 10.11=-475/161, 9-10=-271/81, 8- 9-271/81 WEBS 4-13=-38M62, 5.11-350/191, 6.11-351/1203, 6.10=•937/294, 7.10=-308/139 Structural wood sheathing directly applied or 5.4.11 oc pudins. Rigid telling directly applied or 6.0.0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint($) 8 except Qt=lb) 2= 186, 10=313. Thomas A. Albani PE N0.36300 MiTek USA, Inc. FL Cliff 6634 6604 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 MRNINO • Vain deal f pare Wm end READ NOTES ON TM AND INCLUDED AVTEK REFERANCE PACE AW473 rev. I000MIS BEFORE USE. Design valid row use only v4m Wake connectors. Ih6 design b based only upon paamefom shown, and Is Ia an Individual building component. not a Inrss system. Batao tree. the txBdbp dosigm must vodafxda ly the applicability ofdesignparnetenandoperlyIncogalethlsdesignintothe ovmait bWdN design. Brocing Indicated Is 10 provenl bucldfrng of individual truss web and/or chord members only. Pdaillonal temporary and permanent beactng M iTek' Is aiWOys wegWod IOw slabally and to prevent cdl(>t769 wlih possa)ie personal IrWy and property damage. Fa gonmal guidance wogadlng are krbwtatbn storage. do". ewection and bwacfrng of trusses and truss systems K"NSVrPil Cuemy Cdl*rlo, OSS-87 and SCSI auadtrng Component 6904 Pork* East Blvd. Swsf*y Intormollon available from hugs Plate tr able. 218 N. lee Street. SJIo 312. Atexandilm VA 22314. TenVa, FL 33610 Job Truss Truss Type Oty ply T13026355 WPOO92 CJ1 Jack -Open 10 1 lJoPbOR099129rence optional) Builders Fust5ource, Tampa, Plant Grty, Florida 33bbb a.1Jv S aep sa evs r mr r en mvubillm" rife. r ue jail co vr.CQLr cv to rase ID:4xiZSyOSpnperCOHML 1 Og 1 zPS36•SZNiSRN3osvysFBwytXL971PO4ZNwtyYNSmNkOzsY9g 1.0.0 1.0.0 1.0.0 - 1.0.0 20 = 1.5x8STP= LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Ven(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa Na BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3-8/Mechanical, 2=125/0.8-0, 4--9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8). 2=125(LC 1). 4=1B(LC 3) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale n 1:6.5 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20*6 BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h--1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE N0.39380 MiTek USA, Inc. FL Coil 6634 61104 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 WARNING - Vary dedfyn peranstlaa and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M1167473 rev. rMMIS BEFORE USE Design vdW for use o dy vAlh IAlek® conneclas. lhh design Is based only upon paanelrrss shown. ax1 Is for an WAdud bolding canponent rwl a hum Mlon. Beforo use. Bw btdk" deslgnvs must verily the cgxAlcotAly of design patanelea and poMay I ncorposate this design Inlo the overdl building design. Bracing Wicaled Is to pevonl buckling of indNklurd mm web and/of chord members oNy. Addllloswl temporary and pwmanenl bating M iTek' Is olwovs segWod for Wally and to pevent collome wllh pozUo Par.~ h1unt and poPeny damage. fa gorwsal guddauce regoding the labdcolim storage. delkrM. osoctlon axf bractrng of lnmes and bum systems, sooANSU1Pl1 Quality Crilab, DSB8? and SCSI Building Componenl 6904 Parke Easl Blvd. Safely Irdarmatlon ~loble nom hum Plate trsstltulo, 218 N. Leo Sheet. Sulte 312. AloxaWrb. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WPOO92 T13026356 WPOO92 CJ3 Jack -Open 9 1 Job Reference o tlonel Hunaers Flrslaource. I amps, clam Lary, morlaa 33Soo o. r.re a oey w cv r mr r en n ruwu tea, n n.. w vile ca v..cc.cv cv w r W. . ID:4xiZSyO5pnperCOHMLI OgizPB36-dmx4gnOhZA1 pUOj7Vb2alLgZ2TuZICCic6VWGSzsY9f 1.0.0 3.0.0 1.0.0 3.0.0 Scale a 1:10.8 3x4 = 1.5x8 STP= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Vdeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,22 Vert(LL) 0.00 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(CT) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017fTP12014 Malrix-P Weight: 11 lb FT = 2046 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26 Machanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Gray 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit Between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albsni PE No.38360 MITsk USA, Inc. FL Cart 6634 6604 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Vedly design parwaatere end READ NOTES ON THIS AND INCLUDED AHIEK REFERANCE PAGE A067473 rev. 160=15 BEFORE USE Design valid for use only with lva10M connectors. 1Ns design Is based only upon paameters shown. and Is lot a1 IndNkAxi btRdlatg component. not a Inns system. Before too. the brildln0 dealpnet must verity the aWscu blily of design paanelers and property Incoporato ttlfs design Into the ovorali bWdhg design. Itaeho Indicated Is to prevent Mrckling of IndNldtal Inrss web and/or Chad mombers orgy. Addatbnal lemporary and pennanonl Mating WOW Is always redlt4red for stability ad to prevent collcam with possible personal tryt+y and lroperty damage. For General gthdalce rogadIng the laMhatbn. storage. dellvery. erection and Mochg of lrtaw3 aril tnmsystems. soeANSVTPl1 Ouaily Crlterb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SWey Inlormatlon avalable horn Ulm Plate ttstllute. 210 N. Leo Street. Sotto 312, Alexa Arta, VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Oty Ply WPOO92 T13026357 WPOO92 CJ3A Jack -Open 1 1 Job Reference (optional) r.._ ,__ ., ,...e .,,.. a o--^ . 6unoers ruslsource, I amps, rlarn %,fry, I-ronoa ooaoo . a oV .•• • o •••- -• • __ __.. __ _..__.__ __ . _ - _o- - ID:4xiZSyO5pnperCOHML 1 Og 1 zPB36-dmx4gnOhZA1 pUOI7Vb2aiLgaxTuMlCCic6VwGSzsY9f 1 o s 3.0.0 1.0.5 - 1-n•11 ' Scale a 1:10.8 3x8 11 1.Sx81STP= 1O5 3.0.0 1.0 5 1.11.11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Verl(LL) -0.00 4.5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We r1/a BCDL 10.0 Code FBC2017/TP12014 Maldx-R Weight: 10 lb FT = 20*6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=103/0-8.0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3=-43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 0b) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verlicals. Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- 1) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 1-0-5, Extedor(2) 1-0-5 to 2.11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplilt at Jolnt(s) 5, 3. Thomas A. Albani PE No.MBO MiTek USA, Inc. FL Cart 66U 61104 Parka Eaet Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VorW dodgn paramotora and READ NOTES ON THIS AND WCLUDED ANNTEK REFERANCE PAGE Ma•TI73 rev. /114 MIS BEFORE USE DesW valk7 to use only Wth N$leM eonnecfors. Rib design is based only upon parameters shown. and b fa an kxgVx ixi t:ukflng component. not a hsos system. Before roe, the b/lcling designer must voilty the appllcatAlly of design pwranotors and properly I ncorpora10 thb design Into the overall b llalng design. Bating trxkolod Is to piovenl bticklkng of IndWkhO miss web and/ar chord members only. Addlllonal temporary and permanenl bacbng M iTek' Is always iegndrod lot skdAlly arid to prevent collapse vAlh poss"o personal kMaY ar%d property danoge. roe general gskfaice iegading the falxlcallon, storage• delivery. esectlon arxf bacb g of trusses crxl Brush systems seal NSVFPI l CuatiN Creeflo, DSB-89 and $CSI BuBding Component 6804 Parks East Blvd. Sooty IMamallon available horn lium Plate Institute. 218 N. Lee Sheet. Salto 312. Alexoncift VA 22314. Tempo, FL 33610 Job Truss Truss Type Oty Ply T13026358 WPOO92 CJ5 Jack -Open 9 1 IWPOO92JobReference (optional) Builders Flrstbource, Iampa, plant airy, monoa s:laae o. wv o ovio . - r .— o . -I- . ID:4xiZSyOSpnperCOHMLI Og 1 zPB36-5yVT160JKU9g5YIJ31opEYNtatBvOeSrgmFUpvzsY9e I 1•o•o 5.0.0 1.0.0 5-0.0 axe = 1.64 STP = Scale - 1:1 s.B LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n1a BCDL 10.0 Code FBC2017RPI2014 Matrix-P Weight: 17 lb FT = 2086 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3---el (LC 12), 2=-75(LC e) Max Grav 3=1/4(LC 1), 2=253(LC 1), 4=92(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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCp60.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 Milk USA, Inc. FL CBR 66U UN Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARND/O . Verify do&Vn psrsmatene and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 4OF1473 rev. 1803WIS BEFORE USE Design valid to use only vnth Nalok® connectors. lnls design 6 based only upon wamelots shown. oil Is tot at indh4ducil Ixllding component. not a inns system. Before tao. the Ixildlng designer must verity the %4AIcablity of design Ixsamelors and lxoparly tncotgrnate Ihls design Into the overall only. Adcal~ temporary and permanent lxacing WOWbuildingdosign. ®acing fndicated Is to govent buddhtg of Irxllvlducf In=web and/a chord mornbois Is always ioctu liod for sksblilty and to prevent collorxe with pwWde Ixn tonal Injury and lxotxarty damage. For general guidance logading Oo kmrteotlom storage. delivery. erection cexf doctng of Inures and tens syslems. ~NSVIPtI Quality Criteria. DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information Ovallable porn buss Plots Institute. 218 N. too Street. Suite 312. Alexandria VA 22314. Tonga. FL 33610 Job Truss Truss Type Ory Ply T13026359 WPOO92 CJSA Jack -Open 1 1I IWPO092JobReference (optional) Builders FifslSource, Tampa, Plant G1ry, Florida 33555 rl.lsu s oep ro cat r MI; en mtuwurna, n6. t va vau LJ yr-c- Gv,v Kayo . ID:4xiZSyO5pnperCOHMLI OglzP836-Z83r5SPx5nHXfi1VdO52nmwrdHXZ75h?30_1 LLzsY9d 3.0.5 _ 5.0.0 3-0.5 1.11.11 ' 5.00 r12 5 1.54 STP = 3x4 = Scale a 1:16.5 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.47 BC 0.30 WB 0.00 Matrix-R DEFL. In Veri(LL) 0.04 Vert(CT) -0.05 Horz(CT) -0.03 loc) Well Ud 4-5 >999 240 4-5 >999 180 3 Na rVa PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20°L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 5=177/0.8.0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Gray 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All tortes 250 (lb) or less except when shown. TOP CHORD 1-5=-137/284 NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) 0-1-12 to 3-0-5. Extedor(2) 3.0.5 to 4-11.4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Albani PE No.39380 MITO USA, Inc. FL Celt 6634 6904 Parka East Blvd, Tampa FL 33610 Date: January 23,2018 WARNING • yoAly desgn pammston and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MR-7473 rov. 11100=16 6EFORE USE Design vdkd la use only Win, HIokl9 connectors. Rtls deslort Is based only upon p7tantelors shown. and Is rot an Individual I:uldkV component• rot a tnas system. Before toe. the btAdhg doslgror must verity Ito aprAlcublity of design rxaamrp otersandproperlyIncooiatothis design into bite overaa IxDcbtg design. Bracing Indicated is to prevent bucktrig of WIMud truss web and/or chord members orgy. Additional temporary and permanent beating M!Tek' Is dvvays rociuked for skstAly and to proven) Co1laW with po'ssUe personal Wiry and propoM damage. roi general guidance iegadlng the tatxicatlon, storage, deWery, erection and bracing or trusses and truss systems, weANSVMI Oudlty Criteria, D311-69 and SCSI Building Component 6904 Parke East Blvd. Solety IMormotlon avalksM Dom fit= Plato eulilute. 218 N. lee Sheet. Stile 312. Alexandria VA 22314. Tonpo. FL 33610 Job Truss Truss Type Oty Ply T13026360 W POO92 EJ7 JACK -OPEN 30 1 IWPOO92JobReference (optional) BtDnrers fKstSource. I amps, ream t:fry, mortoa jj000 0..4. a avy ,. -, ,.w. ,..o,.a„ eo . ID:4xiZSyQ5pnperCOHMLI Ogl zP836•Z83r5SPx5nHXjitVdO52nmwkYHSw75h?30_1 LLzsY9d 1.0.0 7.0.0 1 0 0 7.0.0 3x8 = 1.5xB STP = LOADING (psq SPACING- 2-0.0 CSI. DEFL. In loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Ven(LL) 0.13 2.4 594 240 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(CT) 0.18 2-4 431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017fTP12014 Matrix-SH LUMBER - TOP CHORD 20 SP NO.2 SOT CHORD 20 SP No.2 REACTIONS. (lb(size) 3=159/Mechanfcal, 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. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19 8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and GC Comer(3) -1-0-0 to 5.0.0. Extedor(2) 5.0.0 to 6-11-4 zone; cantilever left and right exposed end vertical tell and right exposed;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcui rent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=Ib) 3=102. Thomas A. Albani PE No.16180 MITek USA, Inc. FL Carl 66U 6304 Parke East Blvd. Tampa FL 33510 Data: January 23,2018 0 WARNING • V011 y dea/gn pWW WW$ and READ NOTES ON THIS AND INCLUDED AV ITK REFERANCE PAGE A19.7477 rev. 1119=15 BEFORE USE De3ign vdkJ tot use orgy with Ml109 connectors. This de3ig1 Is bosed only upon Womelea shown. and Is for an hdlvldtKA btAdktg component, not a Miss syslom. Beforo use. tho btOding dosignet mint vorlh tho aWIcdtelfy of cfoslgn paiwnoleis and prormily Incorlwwto ihb design Into tho overall btDcWv design. Biocing tndtcaled Is to rxovenl buckling of I,t0h4dual miss web and/oi chord meenb on only. Adcliflonal temporary and pormanenl bracing MiTek' is always ietltired for stdbNly and to rxovenl collatxe vAlh posMe porsarxl YdteY and pioperty damage. Foe goneid gtAdanco iogardktg the kibitallon. slorago, dellmry, erection aril btacktg of Inmes and Ituss ayslom& 300ANSVWI1 Quality CillWb, DSB-89 rand SCSI Building Componsnl 6904 Parke East Blvd. Sdery Information ovdloblo Isom In= Plolo ImIlUO, 21B N. Lae Sheol. Sulle 312. AlexorxlAo, VA 22314. Tonpa. i. 33610 Job Truss Truss Type City Ply T13026361 WPOO92 EJ78 Jack -Open t 1 IWPO092JobReference (optional) Builders Fust5oUrCe, Tampa, Flanl tarry, t-lonoa J3atili o. iov s aay w cv. , — '- ue vo„ c ..c.... —I. I oVo . ID:"ZSyO5pnperCOHML10glzPB36.1KdDloOZsSPOLsSiBIcHKzSxRhl sYx814kbinzsYSC 7.0.0 7.0-0 - Scale = 1:19.8 3x6 = 1.5x8 STP= LOADING (PSI) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Verl(LL) 0.16 1-3 481 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Verl(CT) 0.18 1-3 436 180 BCLL 0.0 ' Rep Stress Incr YES INS 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 22 lb FT = 2096 LUMBER - TOP CHORD 2x4 SP No.1 SOT CHORD 20 SP No.2 REACTIONS. (lb/size) 1=244/D-8-0, 2=165/Mechanical, 3=79/Mechanical Max HOrz 1=111(LC 12) Max Uplift 1=-53(LC 12), 2=-1D4(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5.8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151% Cat. 11; Exp C; Encl., GCPI=0.18; MW FRS (envelope) and C-C Comer(3) 0-4-0 to 6-4-0, Extedor(2) 6-4-0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss hasbeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except 01=1b) 2=104. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 904 Parke Eaat Blvd, Tampa FL 33610 Date: January 23,2018 Q WARNING • Verify dewiVn perimeters and READ NOTES ON THIS AND INCLUDED IMREK REFERANCE PAGE 611167473 rev. 1=3020I6 BEFORE USE Design VOW tow use only vAlh Mllek®conrMlon, Rfh design Is bawd only upon paanelers t ovm, and IS for an e%11vidual building component not a Rtiss system. Before rue, the btAcM g closignor must verity the applicability of design paameters aril property I ncorpowato 9* design into the overall bxBdi ng design. Bracing indkaled Is to provonl bucMN of IndNkhKi truss web and/or chord members onlY• Additional temporary and pewrnnanenl Ixacing MOW Is always required nor stalwlly and to ptovenl collapse with possBple personal lYuaY and Property danoge. nor gonoral gJdance regmding the latAcatlon. stowage. delivery. etocllon and braCl ng of lntsses and tFtM MIUM , soeANWIPI 101ra0ty Cwllerb. OSa29 and SCSI e4100Rug Component 6004 Parke East Blvd. safety Information available Rom Truss Plate I nsllMe. 218 N. lee Sweet. Suite 312. Alexandria. VA 22314. Tawr im. FL 33610 Job Truss Truss Type Oty Ply WPOO92 T13026362 WPOO92 H1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:32 2018 Page 1 ID:4xiZSyOSpnperCOHML 1 Og 1 zPB36-VXAbW 8RBdPXFy01 ukR7W SB?3P56ibrblX1T8PEzsY9b 1.0.0 4-3.77 7-0.0 12.8.0 18.4-0 20.4.0 25.4.0 10.0 4.3.77 2-85 + S80 S80 2.00 + 5 Scale a 1:45.0 4x6 = Sx8 = Sx6 = 4 16 17 5 18 19 6 402 = 2x4 II 3x4 = I. - 11 e 20 11 US = 30 = 6x8 = 2x4 11 394 = 2x4 It 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 NO Code FBC2017/fP12014 CSI. TC 0.97 BC 0.70 WB 0.68 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.08 12.14 >999 240 Vert(CT) -0.18 12-14 >999 180 Horz(CT) 0.05 11 Na rVa PLATES GRIP MT20 244/190 Weight: 131 lb FT = 20°L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-6 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 9=-153/0.8.0, 2=111WD-8-0, 11=2708/0.8-0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5) Max Grav, 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182/730, 3-4=-2027/706, 4.5-1869/670, 56=-312/919, 6.7-338/983 BOT CHORD 2-15=-682/1938, 14-15- 682/1938, 12-14=-518/1450, 11-12=-518/1450, 10-11-7881274, 9.10=-785275 WEBS 4-14=0/421, 5-14-18W491, 5.12=0/501, 5-11=-2653/928, 6.11=•815/412, 7-9-288/867 NOTES 1)'Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=1b) 9=273, 2=379, 11=940. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7.0.0. 105 lb down and 107 lb up at 9.0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 12.8-0, 105 lb down and 107 lb up at 14-3.4. and 105 lb down and 107 lb up at 16-3-4, and 200 lb down and 202 lb up at 18-4.0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9.0-12, 81 lb down at 11.0.12, 81 lb down at 12.8.0, 81 lb down at 14-3.4, and 81 lb down at 16-3-4, and 320 lb down and 109 lb up at 18.3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=.54, 4-6=-54, 6-7=-54, 7-8=-54, 2-9-20 Thomas A. Albani PE No.39M MITek USA, Inc. FL Cori 6634 6304 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARN@lG • Yedly degen pararmfine and READ NOTES ON TM AND rNCLUDED WMK REFERANCE PAGE 41e•7473 rev. rON MIS BEFORE USE. Design vc0d for use only with lvBlek9conneclas. This design is baed only upon Pmamelers shown and Is Ion an aidlvldlxA building component, not o truss system. Before use. the Ixidtng designer mtal verily Iho uWIcablity of deslgl pcaamelen and psope ly Incorpaale "design Into the oveia0 txiding design. Bracing Indicated Is to bucldfrng of frxnvldual huss web and/or chard members only. Additional temporciry and permanent txocbtg MiTek preventis always iequiod for stability and to prevent collapse with possible personal Irkry and property damage. roi general guidance ieWding tie 6904 Parke East Blvd kiricatbnstorage. dol". auction =1 biocksg of hussies and In= systems. soeAN$VtRl Quality Criteria, DSB-89 and SCSI Bugging Component Tampa. FL 33610 SafelyInformationovinetlefromInmRateinsilMe. 218 N. lee Sheet. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T13026362 WPOO92 H1 Roof Special Girder 1 1 IWPOO92JobReference (optional) wooers Festbource, i ampa, t•lem very, I-lonae sJ000 u. ;. w o voy o,... ... ... ...... .. ........ _ . _a_ ID:4xiZSyOSpnperCOHML1091 zP936-VXAbWSRBdPXFy01 ukR7WSB?3P56ibrblX1TSPEzsY9b LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-153(F)6_ 153(F) 14=-320(F) 12— 58(F)5=-105(F) 11=-320(F) 16= 105(F) 17_ 105(F) 18=•105(F) 19=-105(F) 20=-58(F)21=-58(F)22=-58(F)23=-58(F) Q WARNWO - VmD7 dedyn pwmron and READ NOTES ON TM AND WCIUDED WTEK REFERANCE PAGE MD•7473 rev. 100302016 BEFORE USE Design vdkd la use only vAlh F0111 i® connectors. Ihls design Is based only upon pmamaters shwwn. and Is Rx an Indh4Uiixi bidding component not a Ines system. Itelae tse. the ixdd Ing designer must veiny the cr4A dtlAity of design paaneters arxl properly hicorpaale Bib design into the ovetall txddkV design. Braohg Indicated Is to prevent bucMing of Individual Mw web and/or chord members only. Additional temporary and permanent txackv WOW Is always iogibed for stability and to prevent cdldspae with possible personal IMry and property damage. dot general gildance tegarding Bw Ic"Icatkm slaago, dellvwy. erection add btaci ng of Inures (ail trans systems, 380ANSVTPI I Quality Criteria. DSB-89 and SCSI BuUng Cormmnenl 6904 Porke East Blvd safety Information available from bus Plato esllMe. 218 N. tee Shool. Suite 312. Alexa ctilm VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply T13026383 WPOO92 HJ7 Diagonal Hip Girder S 1 lJoPbOR0991'arence optional) Builders FirstSourCe, Tampa, Plant Glty, Florida 33555 a.f Su s 6ep t 5 zuv mi r era mou5mes, rrtc. we don zo vrzz:dd zv ro rage i ID:4xiZSyOSpnperCOHML 109 1 zPB36-zjkzjURgOitSaAc41891POYNaUW?KOIRINDhygzsY9e t-5.0 7.0.8 + 9.10-1 1.5 0 7.0-0 2-9.9 Scale n 1:20.6 Z44 = Zx4 = 20 \\ 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 NO Code FBC2017/TPI2014 CS1. TC 0.43 BC 0.44 WB 0.17 Matrix-SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 HOfz(CT) 0.01 loc) Vdefl Ud 2.7 >999 24D 2-7 >999 180 5 n1a We PLATES GRIP MT20 244/19D Weight: 39 lb FT = 2066 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib sIZe) 4=14/Mechanical, 2=445/0.10-15, 5=400 Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-35(LC 22), 2_ 145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 593/161 BOT CHORD 2-7=.206/527, 6-7=-206/527 WEBS 3.7=0/359, 3.6=•696/272 NOTES- 1) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01Jb) 2=145, 5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1.4.15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4.2.15, and 50 lb down and 87 lb up at 7-0.14, and 50 lb down and 87 lb up at 7-0.14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2.15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The 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). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4_ 54, 2-5=-20 Concentrated Loads Qb) Vert: 3=-75(F=-38, B=-38) 7=-36(F=-18, B=-18) 8=44(F=22, 0=22) Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Cliff 6634 8904 Parks East Blvd. Tampa FL U610 Date: January 23,2018 Q WARNWG . VW)y dedpn pmemmfere end READ N07E5 ON TM AND 94CLUOEV MASK REFERANCE PAGE A10.7473 rw. 10011302016 BEFORE USE. Design vdkl lot use only vAlh Mlek® connectors. Ms design It based only upon paatatrzrs shown. and b la an Individual bullding component not a Miss system. Before use. the lx*c*V designer musl verify the applicability of design parameters and properly tncotporato Ihb design Into the ovenw building, design. Bracing Indicated Is to buckling of IndWual truss web and/or chard members only. A kltkxnal lerrimm and permanent txacing WOWprevent Is always rocluked lot slaUlty and to prevent collapse with poss&Ae personal "and property damage. For geratad gnldance rrgarclfng the 6904 Perko East Blvd. fatxlcafbn slotago. delivery. erection and bracing of trusses coil truss syslems. sooANSUIPI I Quality CAferlo, DSB-49 and SCSI Building Component Tontine. FL 33610SafetyIrdormatlortovalic"o from In= Plate Institute. 218 N. too Shoot. Sullo 312. Aloxancift VA 22314. Job Truss Truss Type City Ply WP0092 T13026364 WP0092 V3 Valley 1 1 Job Reference o tional Builders FirslSource. Tampa, Plant City, Florida 33566 8.13u s bap 15 zun Mr i ex maustnes, rnc. r ue dan z3 vrzc3a zvt a rage i ID:4ifrZSyO5pnperCOHML1091zP836-RvlMwgSS90nyCJBGsrB_xc4chuyE3vha_IyFU6zsY9Z 3-2.6_ 3.2-8 Scale - 1:9.5 2x4 2x4 II LOADING (psp SPACING- 2-0.0 CSI. DEFL. in (loc) Mail Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=85/3-1-14, 3--85/3.1.14 Max Harz 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 2040 Structural wood sheathing directly applied or 3.2.8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 01,1., joint 2 = 00,16, joint 3 = 0% 3) Gable requires conUnuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcuirent 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 Y411 tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39360 MiTok USA, Inc. FL CM 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO • Verity deslen pararmten And READ NOTES ON THIS AND 94CLUDED MREK REFERANCE PAGEADD-7473 rev. 1011113MIS BEFORE USE Design valid for use only calm Mltek0 conraclom Ihitsdesign Is based only upon pooneters shown and Is for an IndivldxA building component, not a tnisa system. Bedote use. the bxOdfrng dosignoi must verity the appticabalty of design paraneters and properly Incorpoale M deign Into the overall bolding design. 9ackV InWcoled Is 10 bucldbng of WKRvk nxx trim web and/or chard members only. Additional temporary and permanent tracfrng MOW preventIs Uways tool bed for stabalty and to prevent coliarm with possM personal k*jry and property damage. For general guidance iWa;dfrng tine 6e0a Parks East Blvdlabricallon, storage. delivery, erection and bracing of intaes and tru%systems waANSVM1I Ovaaty Criterb, DSB-a9 and SCSI Building Component Tonpa. FL 33610 SafetyInformationovallalrlefrombussPlatetrulllule. 218 N. lea Street. SAW 312. Alexandria. VA 22314 Job Truss Truss Type Oty Ply T13028365 W POO92 V5 Valley 1I 1 IWPO092JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.13D s bep ib zu17 Mi ex industries, Inc. I ue Jan 23 07:22:34 2016 rage 1 ID:4xiZSyOSpnperCOHML1OgIzP836-RvlMwgSS90nyCJBGsr9 xc4W5uvd3vha_1yFV6zsYOZ 5.2.8 5.2-8 20 11 20 G 20 II Scale a 1:14.1 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (hoc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) ri/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) rVa rl/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa ri/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=159/5-1-14, 3=159/5-1-14 Max Horz 1=81(LC 9) Max Uplift 1=-44(LC 12), 3=-57(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= •125261 Structural wood sheathing directly applied or 5.2-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 1 = 0°'e, Joint 2 = 0%, Joint 3 = 0°6 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This Iruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 MM Parks East Blvd. Tampa FL 33910 Cats: January 23,2018 Q WARNING. Vedly dosren paranetem and READ NOTES ON TM AND INCLUDED MREK REFERANCE PACE ME67473 rev. IfYMMI S BEFORE USE Design vald for use only vAlh Welt* connectors. lhh design Is lamed only upon pointers shown. and is fa an Individual building component, not o him syslom. Before uso. Iho IxBdng dosignel must veAly the cprAlcablity of design pxameters and popedy Incomolato "doslpn Into tho ovelall building design Bracing Indicated Is to pevenl b xkW g of hxAvldual puss web aril/a chord members only. AdcBNoncA temporary and permanent lrachlg M iTek' Is always iectuired fa stability and to pevenl cdtarno wllh possible perwrxi t*" and poperty damage. rop general guidance reWding ao kAxIcallon, storage. de ", oroction and tracing of trusses and Irrss systems. soeANSVIPI I Quality Criteria. DSB-89 and SCSI BuiWiny Component 61104 Parks East Blvd. salary Ird9 moron ovcft"o Isom buss Rate IsanNte. 218 N. Leo Sheet. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-r/ ld' For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plotes. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 C O 2 U Q. O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 2012 MiTek® All Rights Reserved M!Tek' MiTek Engineering Reference Sheet: WIII-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is olwoys required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other Interested ponies. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane of joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitobly protected from the environment in accord with ANSI/TPI 1. B. Unless otherwise noted. moisture content of lumber shall not exceed 19% of time of fobricofion. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structurol consideraffon and is the responsibility of truss fobrfcotor. General practice Is to comber for dead load deflection. 11. Plate type, size, orlentotion and locotdon dimensions Indicated ore minimum ploting requirements. 12. Lumber used sholl be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlIns provided at spacing indicated on design. 14. Bottom chords require lateral bracing of 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or olter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 16. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criterio. 41 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 18- 1 159 Permit # Project Location Address J DING\ SANFORo 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.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS 8 DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 146. 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL54"-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof System 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-RIO 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 58 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 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff I BUS Site Map I Links I Sear. dbprFbicki Product Approval R USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-RZ Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.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 1. King, P.E. rr) Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLIS036 R2 Eauiv (b) Eguivalencv of Standards.odf https:thvww.floridabuilding.org/pr/pr app_dtl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # I Model, Number or Name Description 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.ndf 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.gdf 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 Approved for use in HVHZ: Yes Installation Instructions FL15036 R2 II (a) Inst 15036.2.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 15036.2 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 11 (a) Inst 15036.3.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 15036.3 for Design Pressure Ratings, any FLIS036 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 FL15036 R2 11 (a) Inst 15036.4.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 15036.4 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.ndf 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.odf 15036.6, f. ClassicCraR Fiberglass Door, 8'0 "Non -Impact" Opaque Single_ Fiberglass Door-_Outswing Inswing (X) Configuration; Limits of Use Installation Instructions Approved for use in HVHZ: Yes +L15036 R2 Il (a) Inst 15036.6.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 15036.6 for Design Pressure Ratings, any 'FL15036 R2 AE (a) Eval 15036.6.odf - additional use limitations, installation instructions and product) ',Created by independent Third Party: Yes https://www. 1 /2/2018 25036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.7.odf 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 I. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 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 FLIS036 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 (al Inst 15036.10.ndf 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 FLIS036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity, instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.2395. *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 addr 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 wk 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: MM3®0© Credit Card Safe https:/Avww.floridabuilding.org/prfpr app_dtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engincen Ccnifiwte 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.E 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. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by G E NLyndon F. Schmidt, P.E. No 43409 e 10; 9 STATE OF ' W Ai Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 OIvvRQ sic -Craft - FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 3C. HVHZ" requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the 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 cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 37 5' MAX OVERALL WIDTH 21 zZ n z O NJ W = W cc J U- J J ELUCCIN 0 O b a a FRAME:; IIIIIIIII EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 29 42 TOP RAIL 1.49f"i— ms 7 ISG >= 0.67) 7 INWA IA 1 Ir NO'W-MWWM IM 46 EXTERIOR INTI 0" s' CSINK 51 r (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/1X sub -buck INTERIOR EXTERIOF E k EXTERIOR INTERIOR n 1 r III MASONRY OPENING FRAME 2X BUCK STRIKE JAMB i 0 0 FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. as "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN.: CLEARANCE.:.:. MINCLEARANC.... TO•MASONRY• • TO ADJACENT::;:::: MEW.':: =;:.:::.:..::.::.:.::.:::::::.::::<:::..:::.::................... EDGE:•.`::::•:::•;• •:•::::•:••::•:ANCHOR:':::::•:; MASONRY 3 OPENING in N 2X BUCK- N e HINGE JAMB TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP<=75PSF MASONRY J — OPENING FRAME — v TYP. HEAD JAMBS 2X BUCKI III—( F FRAME ANCHORING Masonry 2X buck constri for DP > 48 PSF and DP <= 75PSF TYP. HEAD JAMBS IE K 0 FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to far joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN::CLEARANCE;: .'MIN:`CL•EARi4NCE• SONR: '70MA''1'O;'A:DIACENT`i::; rii:F:'::•`:::':'•`:• .:':::::;.;ANCHOR:':::.:. HINGE JAMB N in N rt MASONRY OPENING FRAME 1 X BUCK FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF to WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.I S' 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 kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56" En N 88-'NAHIAO 8 SIDE Jamb 2.20" Tim 4.63" 0 31 BUMP FACE THRESHOLD LOW PROfILE 5.75' y 33 SELF ADJUSTING SADDLE THREHOLD r L to N d 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. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 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. IIea;rrrs Signed & Sealed by Lyndon F. Schmidt, Sealed P.E. Signed & G t NSby o Lyndon F. Schmidt, P.E. No 43409 STATE OF 4/: Lyndon F. Schmidt, P.E. o FL PE No. 43409 10/ 16/2017 10 / * AL C9 O%J%JKQ Ssic-Craft° RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON-IMPAcr, 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 Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck Ie details of this drawing require further engineering analysis by a bitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not cents 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 I 3n oressures & aeneral notes I detail 53.13" MAX. OVERALL WIDTH ZZ 3 H z 5 o W W W = Wc` Q ix < J U- JQ J W LU O O i b a o JSG >= 0.67) INTERIOR r-lN HORIZONTAL CROSS SECTION lv FtOP RAIL 1. 49" 42 l0 imllis I -- 46 EXTERIOR 1 ! 01011 ! 111 !111!, 1 1661% to- 0- d-vol 0- fto%wv..%&m ft's to — 5" GLASS BITE 23 25 EXTERIOR INTERIOR 25 G >= 0.42) e frame screws) is SEE NOTE 1 J 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR S' GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE TEMPERED INTERIORGLASS 25 22' J 25 18 G I GLAZING DETAIL 5 insulated glass w/ pvc file frame 1/2" MIN. GLASS THK. 1 /8" TEMPERED GLASS FAIR SPACE Iff TEMPERED GLASS 26 X 23 EXTERIOR I 11malN EXTERIOR C'SINK TYP.) MONTAL CROSS SECTION ving shown - inswing ipproved 6 A 6 A 6 NOTE: MS, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66'. 8 7 40 glo SEE NO1 5 S 5 EXTERIOR INTERIOR EXTERIOR v V o o L low 63 19 t, i a INTERIOR U fi 60 61 SS SECTION nswing INTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S Inswing configuration see general notes, sheet 1 z a for "HVHT' Water infiltration requirements m w INTERIOR Shown w/1X sub -buck n o •e , d o EXTERIOR INTERIOR 7 8 w J z d L iq - A W M za C; SEE NOTE 1 EXTERIOR CAL CROSS SECTION ring shown - inswing pproved EXTERIOR SEE NOTE 1 (M EXTERIOR 50 toz C1U N W o e•Q a INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR F/azzZME, L ) SEE NOTE 1 15 AULLION OWN FOR FERENCE ONLY 0 I fORING nets may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortorioints, additional concrete anchors ON CENTER" dimension are not exceeded. io MASONR OPENIN( FRAh 2X B1 ie SEE DETAIL 1 to Y TYP. HEAD JAMBS M TYP 1E JCK TYP. C SILLIT SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction Cf.", N CM ;'Of AN! TO MASONRY::: TO'-ADJ CENT,%." i...... * . ...... .. . . 2" 4n In 4n 28 OUTSWING L INSWING 63 DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) M OUTSWING L INSWING I (65g I 2 LATCH & DEADBOLT DETAIL rn 4 ro C4 Ui J HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 10 o SEE DETAIL 1 o TYP. HEAD & MASONRY JAMBS OPENING M) TYP. FRAME 1 X BUCK F TYP. N SILL a 1 SEE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction ON CENTER" must be adjusted to it joints, additionol concrete anchors CENTER" dimension are not exceeded. MIN;CLEARA.NCE . %MIN C:LEARANCE. MA'SONR.Y..`:`::? .::70. A'DJA'CENT::.' EDGE.':.:'::::..::: i X -- o El HINGE JAMB N C4 N INSWING f] M OUTSWING D INSWING LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh n WUUD 14 1/4'INItKC:UPI SPALIK SIttL 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 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE 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 STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. 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 /7' PFH SCREW STEEL PE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I j 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL cyv, N 0 o 2.17' c" 16 OUTSWING SIDELITE Spacer 2.14' 1.69" to — Ci smmp--FACE THRESHOLD I 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Scrvices for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659,9197 Florida Board or Professional Engincers Certificate or Authorization No, 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by e' oe%,`<{ jr;f' n.,1 T Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) wee ;.•'C N S j:•.. '•t,yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Qualiri Assurance k ; No 4340g • Certificate of Participation issued by National Accreditation and Managemegt yr Institute, certifying that Therma Tru Corporation is manufacturing products M -0 within a quality assurance program that complies with ISO/IEC 17020 and : 9 '. STt L- OF :111Jv Lyndon F. Schmidt, P.E. Guide 53. ,n••. f. >•- `(/ FL PE No. 43409 Sheet 1 of 1 sipS`,O lSEYatI wevv1%v sic-Craft. GLASS DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT" 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 e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet ME'. g configurations using sill items #31 & #33 under the active door do not cents 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 rerhang to sill is less than 45 degrees. TABLE OF CONTENTS I In pressures & general notes I 68.5' MAX. OVERALL WIDTH Z ZZ 3 H z o c 0W w W W Q J LL QJ W ixUi o O IO En A Ex I LRIUR z INTERIOR 1 oi1IrIA HORIZONTAL CROSS SECTION 4.11 1.49' - r TOP RAIL LATCH S11LE 1.49f" T G >= 0.67) wwwwmobl 42 46 EXTERIOR INTEI HINGE STILE BOTTOM RAIL INTERIOR SEE NOTE 1 5' GLASS BITE EXTERIOR INTERIOR 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE I X, TEMPERED GLASS SGLAZING DETAIL 5 insulated gloss w/ smc lite frame 1.08" I to ISG >= 0.42) e frame screws) is J-.. L C., ...:il. S' GLASS BITES 26 EXTERIOR INTERIOR 25 25 v 18 G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI SEE NOTE 1 INTERIOR EXTERIOR 0.15" C'SINK TYP.) 1ZONTAL CROSS SECTION Mng shown - inswing approved is, 0.15" INK C'SINK P.) TYP.) 8 3 7 r INTERIOR 00 Z1Inm SEE NOTE I M) (50 1 EXTERIOR i' 1nl TJ I 12 SEE NOTI INTERIOR SEE NOTE 1C'•_ EXTERIOR 50 I Imo! U U - 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". 0.1 s' C'SINK --{ ITyP.) 8 7 XTERIOR 40 JTERIOR 20 12) r, o o U 19 Ile INTERIOR U Wfi60 61 SS SECTION inswing 4-'N\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements e u rm z_ CG L W 19 M za CS SEE NOTE 1 U EXTERIOR ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR SEE NOTE 1 l M EXTERIOR 50 r.za Co N \W e e o a A• e d e INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A D Shown w/1 X sub -buck z NOTE: 1. Anchors ass'y thn Sill at 4" in from e. INTERIOR EXTERIOR SEE NOTE 1 s A D MASONRY 9 OPENING FRAME q C4 Ci 2X BUCK ANCHORING STRIKE JAMB ers may be adjusted to maintain the min. C28 4AX ON CENTER" must be adjusted to rtorjoints, additional concrete anchors N CENTER" dimension are not exceeded. M TO.:MASONRY.- T0:A.DJAC.ENT.---,'.' ANCHOR ...... 2" 47 in 4- 27 II J, SEE DETAIL I At) TYP. HEAD & JAMBS TYP. F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTSWING L INSWING OUTSWING L INSWING 63 DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 6SM66 i zo fn Iq Ul) C4 Li d 1 EO Ui F N HINGE JAMS U4 I Z DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 141mr.r. n e77. SEE DETAIL 1 J TYP. HEAD & JAMBS SONRY ENING FRAME --"*' 11 1111 u J TYP. 1 X BUCK F TYP. SILL a• I I 11 1 SEE DETAIL 2 FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to mointoin the min. AX. ON CENTER" must be adjusted to for joints, additional concrete anchors V CENTER" dimension ore not exceeded. MIN:C;LEARANCE :.MIN:::CLEARANCE: TOMA:SONRY:.. ....iO.iCp./ACEN.....`. EDGE'`:..; :: ::::::::.ANCHOR•.':::::::: fn U O 11 e HINGE JAMB 0 N INSWING M OUTSWING 27 INSWING r T LATCH A DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 111NGE WAIL Attar strike ; as sh. rwvv 44 1 1/4 11V1cr%%,Lr i jrr%%.Lr% JICCL 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 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE 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 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 f SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP FOAM 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. J STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 1 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL to C4 2.17' —1 1' 1 OUTSWING SIDELITE 6" 2.59" 16 Spacer 1.68" --1 2.14" 1.69" — -I-1 N M 63" — 3 BUMP FACE THRESHOL[ im 5.75' R W R W Building Consultants, Inc. B Consulting and Enginecring Services for the Building Industry C P.O. Box 230 Valrico. Fl, 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate orAuthoriration No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) `6eeet°S;t}r' ,Pso Lyndon F. Schmidt, P.E. 4. Quality Assurance ,mom F:..".... Certificate of Participation issued by National Accreditation and :•e' c 1' 0000 Management Institute, certifying that Therma Tru Corporation is I'v a :i 9 e manufacturing products within a quality assurance program that complies; with ISO/IEC 17020 and Guide 53. _ T C. i i OF q. Lyndon F. Schmidt, P.E. v FL PE No. 43409 you 10/16/2017 Sheet 1 of 1 tj+ ...••r. :y o,,; SSe0p VVVWD 74.S' MAX. OVERALL FRAME WIDTH ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTSWING NON-IMPAcr, 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 icco. rct 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 "HVHZ'. Inswing units shall be installed (in the "HVHT') only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is Z z 3 H S o x = W wx = W W Q J LL J J 0 C a i < b y 3, a EXTERIOR o iA QIJIL11,10. 42 INTERIOR (46 HORIZONTAL CROSS SECTION EXTERIOR 4.11 1.49' K, 71.7,7P, E2 1.49f" T AK (SG >= 0.67) INTI S, CSINK l (TyP•) INTERIOR EXTERIOR 4 A 4 A 4 INTERIOR EXTERIOR L INTERIOR W GA 1 CRI% JK r4—" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements pill IOR E A t 633 INTFRI0R s •• •o a G; o eC e a 8 7 EXTERIOR 2 VERTICAL CROSS SEC17ON 4 Shown w/1X sub -buck 60 _ EXTERIOR INTERIOR e_s s D s n ' n s MASONRY OPENING 2X BUC comers 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. AA IN...CLEARANCE::: MIN: CLEARANCE TO:MASONRY::,;::; :;::.;T.O ;ADJACENT.:`•:;:; ANCHOR':::;':::: IIN' I 2" 1 4" iEAD MBS I I SEE DETAIL ASTRAGAL SHOWN FOR _ REFERENCE a ONLY i O FAIL F TYP SILL I FRAME ANCHORING sonry 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB 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. TO`MASONRY::; :. TO.;ADJACENT;.`;:; GE ::::::::`: ...:.:.:ANCHORS: '::'. 1/ar I I f. MASONRY TYP. HEAD OPENING JAMBS FRAME 2X BUCK SEE DETAIL - DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 M561 I I I SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE x a ONLY _ hU C4 O F TYP SILL - I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 r\ HINGE JAMB I I I to SEE DETAIL lEAD MBS ASTRAGAL SHOWN FOR _ REFERENCE ONLY O F TYP _ FAIL SILL I FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF 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. MCL:EARANCE:: MIN:':CLEARANCE- NIN: -.:'. `::.: :..........:.:..:.......::.... .:::........... . . TD MASONRY': •:;::: ; ;'.:TO.;ADJACENT.:::: EDMENT:: ;::.::.::.: :.:.:.::.:..::.:.. ...........:. :..... EDGE:.:'' 3" II J MASONRY TYp, HEAD OPENING _ & JAMBS FRAME 1 X BUCK — ill SEE DETAIL DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 I I 7 SEE DETAIL ASTRAGAL SHOWN FOR — REFERENCE —III a ONLY F TYP. SILL — FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 60PSF U 64 DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 EqU 2o o N Sul HINGE JAMB 95.25' 8" 18.39' - 20.63' 18.S' 14.39' 13) TY P. TYP. 3.25' SEE NOTE 1 0.13, ASTRAGAL DETAIL TYP. 13 4.5' 3.23' 7' 0.75' TWPnW AT THE MP ANr) rrvvu WOOD ONCRETE SCREW STEEL CRETE 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 1EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL OFILE 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 4.30 feN 2.36' --i—T 8819yp HEAD & SIDE Jamb M 2.20" I 0 31 BUMP fACE THRESHOLD LOW PROFILE 5.75' 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' to C, 0 l 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 or 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 # 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt. P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) 14r,if;s,9gi, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ®% 01 • e;i ;¢jl'(,l a Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) eon ;;• `C E 1`: SF•.•• i yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. fro 43409 f, 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeri Institute, certifying that Therma Tru Corporation is manufacturing products = -Q : • d' + Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and O:• S t %i r O ,` uDoFL PE No. 43409 Guide 53. . .crA'4 t, . • ` y 10/16/2017 Sheet 1 of 1.,tee 9Rvv1%.# sic -Craft SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING WON -IMPACT" ZZ id is in compliance with the 6th Edition (2017) Florida Building Code 3 z ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material LU Xo.Ui W t is required to be protected with an impact resistant covering that J U_ 1C. uac IxQ W HVHT' requiring wind bome debris protection this product is required to o mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. i a choring of these units shall be the same as that shown for 2x buck b a y a s details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. 105S MAX. OVERALL FRAME WIDTH LI II SRI II I 7%PtAItKIL)K 42 INTERIOR HORIZONTAL CROSS SECTION It IN 46 EXTERIOR D2 42 TOP RAIL 1.49" 3(7' T 0.67) LATCH STILE zi-- INTEF d N ultir.g.tris: AnTTnAA RAII S'GLASS BITE 23 EXTERIOR ( 25 12> INTERIOR 25 iG >= 0.42) frame screws) is A- z C" ..".At, SEE NOTE I r25 24) 29 SGLAZING DETAIL 5 insulated glass w/ smc lite frame 5'GLASS BITE 1/2" MIN. 26 GLASS THK. 21 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 25 r25 v SGLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. or"— 1 /6, TEMPERED GLASS AIR SPACE 1/81, TEMPERED GLASS EXTERIOR SEE NOTE I 14 0.1s, CSINK TYP.) EXTERIOR ICI LI ICI ICI RIZONTAL CROSS SECTION wing shown - inswing ' approved 5 4 3 6 6 6 nb od lical 31 ", INTERIOR EXTERIOR A.j INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck 0.15, CSINK —.-{ TYP.) 8 40 EXTERIOR INTERIOR /QJ2 Cld e e o 4"'\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements EXTERIOR EXTERIOR INTERIOR 6 M rzp- SEE NOTE 1 U EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso approved Z a L EXTERIOR; SEE NOTE 1 l M Z a i g, w EXTERIOR N0 CL N uJ e w d E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J o Z p A C u QY 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR 2-'N\ VERTICAL CROSS SECTION J Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru Sill at 4" in from eac INTERIOR EXTERIOR E a s ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING. i- 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 ore not exceeded. MASONR OPENIN( L FRAh C-4 C5 Q 2X BI MIN--":--fEARANC- E`1 MIN." CLEARANCE: DMENT.*.` MASONRY,:": : TO .7.7 TO:ADJAC-EN T EDGE.-..'..: NCHOU'""" A' ........ 1/4!' 2" 4" 1/4" lot 4" ASTRAGAL STRIKE JAMB SEE DETAIL 111.9 zo TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M Typ. ONLY 0 ICK N F Typ. SILL SEE DETAIL PIZ. DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 6 3) (6 5J,6 6 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL N 2 Ul) C4 rn ui C4 J HINGE JAMB 12 10 4 HINGE D) SEE DETAIL foist TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY F TYP. SILL SEE DETAIL 11211 FRAME ANCHORING Masonry I X buck construction 3 may be adjusted to maintain the min. X. ON CENTER" must be adjusted to arjoints, additional concrete anchors I CENTER" dimension are not exceeded. CE-*-' A --C-,*LEARANC]EUARA. I ..... .......... ....... . ... .. ....... ....... NCH .. ........ ..A WCWOMEN HINGE JAMB LATCH A DEADBOLT i HINGE DETAIL 95.25' t.88" 18.39' 20.63" 18.5' }- 14.M' 13) TYP. TYP. 3.25' SEE NOTE 1 I I-- 0.13. ASTRAGAL DETAIL TYP. 13 4.S' 3.25' 7' 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 X INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC 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 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER 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 Ibs. 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 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1/4' PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16' X 2-3/4' PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4' PFH ITW CONCRETE SCREW STEEL N 36' -- —T 2.17' 2.59' 16 SOI1 TcWING SIDEUTE 31 BUMP FACE 1HRESHOLD LOW Per 2.1S -- F 2.14" 69" Ci 1 /2/2U18 Florida Building Code Online l"Jl4Jul1lA1 7ClCJ l:s 0 0. ' 0 0 191s.:l%•'f(U•':u iGtf(ss'J4 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats & Facts : Publications i FBC Staff I BCIS Site Map ; Links I Sear fltid Product Approval 8 N Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsidinger@miwd.com Brent Sitlinger bsitiinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 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 O. 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 hftps:/twww.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtHS572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Date Approved Florida Building Code Online 10/10/2017 P. FL it I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf at b e n it a 15332.2,: SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO,-XX 96"x80" NON • Limits of Use' _ Approved for use in HVHZ: Noy___-_ _ Approved for use outside_ H_V_ HZ: Ye_s Impact Resistant: No' Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PR RATINGS; REINFORCED Installation Instructions,- FL15332 R4 II 08-00498E.Ddf iVerified By: Luis Roberto Lomas 62514, Created by Independent Third Party: Yes, Evaluation Reports'_ _ _ 1REj 4L15332 R4 AE 510805D.Ddf Created by_Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 JI 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.Ddf An SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX_96"x96") to Limits of Use). _ _ Installation Instructions 1 Approved for use in HVHZ: No- Approved for use outside HVHZ: Yes Impact Resistant: No7 FL15332 R4 II 08-02249C.Ddf; _ Verified By: Luis Roberto Lomas 62514` Created by Independent Third Yes Design Pressure: N/k _- - Party: Evaluation Reports'_ Other: REFER T_O_APPROVAL DOCUMENT FOR_D_E_ SIGN PRESSURE, FL15332 R4 AE 512969C.Ddf,_ RATINGS' Created by Independent Third Party: Yes, Ilk REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.Ddf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 530806D.odf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE IF am FL15332 R4 AE 510808D.Ddf P11=1 I 115332.8) SERIES 430/440 ALUMINUM SGD, SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON-; REINFORCED, Limits of Use Installation Instructions Q m htips://www.fl 1/5/2D18 Approved for use in1HVHZ• No FL15332 114.II..08=00502E.odf A .pr v ed1for use outside _HV,HZ: Yes Verified By: ui's,;Robeito Lomas 62514. Impaact+Reslsttaant: N 0 Createdby I Mdepe dent Third Party: Yes iDes1OtgnrP essuW.N/A . Evaluation'•Repor`t; her:;REFER. Td,0APPR0VAL-PgCUMENT FOR. DESIGN -PRESSURE FL15332 R4fAE 5108b9D.ndf RATINGS Created ' bji•Irid'epe-dent Third Party: Yes 15332.9 I 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.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes 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. Ir you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: 0® Credit Card Safe https:// floridabuilding. org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 mcv ocscRrwm alc •PVI10WD A ADDED CKARTS 03/OS/12 R.L. 8 REVISED PER NEW TESTINC 10/29/13 R.L, NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE AND FIN PMALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED INSTALLATION OETAILS 07/30/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E RE1,05E0 INSTALLATION -DETAILS O6/20/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL, WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATION& S. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 1S RFOUIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. e. 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 DO NOT REOUIRE 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. I I. 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 OETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). CaNEO: 0620/2017 0. METAL STRUCTURE: STEEL 18GA• 33KSI OR ALUMINUM 6063-TS .048` THICK MINIMUM MI WINDOWS AND DOORS uC15. APPROVED CONFIGURATIONS: OX. XO, XX• XP. PX• XIP, PIX, 0\111111111// R.L0 1j i650WESTMARKETSTREETg 9s S, GRATZ, PA 17030 GENSF SERIES 420 SGO 96`X A-T A 80` NON-REINfORCEO1*IiONOTESTOF TABLE OF CONTENTS mlaft oWc Ao. RE i''••'PlORICp:• SHEET NO. DESCRIPTION 08 E sjOlIAL 11 ? G``\ NOTES swt NTS ° 02/23/09 s4s198 OF 10 2 - 3 ELEVATIONS Luis R. Lomas P.E. 4 - 10 INSTALLATION DETAILS 14=W000FOR0RD EN VU&AC771e7 V4664 os '#wAAxG*wAwpvam FL No.: 62514 i I FI HE 6' MAX 95- MAX FRAME MAOTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 17' rMAX O.C. I 6' MAX 17' MAX O.C. to- I O X IAX lI 6 MAX SERIES 420 SGD EXTERIM VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECH M of AND /2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 481/rx M 2. MAXIMUM O.L.O.: 44 Wx 74 SB' 6` MAX HARDWARE SCHEDULE -- FLAT MOUNTED HANDLE SET (PART 99944-143) LWTEO 36 39- ON CENTER FROMPANEL BOTTOM METALLIC TAVOEMROLLERS (PART 09.17.195) AT EACH ENO OF PANEL BOTTOM RAILS olscwP1Io11 ADDEO CHARTS ROAM PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART01 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET. I Design pressure chart (psq Frams Sllge Panelaw Total Frarro Width (in) 6.0 4ZO 4&0 im 7200 Do 9600 Nog PCs Nog Pos Nog Pas Moo U l 1 40.0 1 48.2 40.0 1 43.4 1 40.0 40.0 CHART J2 WHERE WATER INRLTRATION RESISTANCE IS NOTREOUIREO. SEE NOTE 9 SHEET I Design Pressure Chaff(psl) Frans Sigh Parcel Ilse TOUT Frame W4th (in) . Haight 30.0 J6.0 420 49.0 n) 60.00 72.00 s4.00 9600 PCs Nag Pos Nog Pas Nog Pos Nog Sao S&I 55.1 4a2 I 48.2 1 43.4 1 43.4 1 40.0 1 40.0 CHARTa9 Number of anchor lo"dons required Rai. Singto Panel and Toti11 Frans Worth (n) Hei9M Jae J60 420 4a0 n) 60.0 7ZO 04.0 9&0 M6S Jamb H65 Jamb Has JamO H6S Jamb 80.0 4 5 5 5 1 6 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96' X 80" NON -REINFORCED ELEVATION F.A. 108-00498 s-*4t NTS alc 02/23/09 —2 OF 10 L. 90eER110 LOA"$ P.F. 14M MOODFORD AD LEWISVILLE, MC 2,-= 43&6054= sewn lux APPRM 03/05/12 R.L. 10/29/13 R.L. 12/06/13 R.L. 07/30/15 R.L. 06/20/17 1 R.L. SIGNED: 06/20/2017 C EE N 5 pTAT £ OF i0Fs ONA"X1\` Luis R. Lomas P.E. FL No.: 6251 A E u FR HE 96' MAX FRAME WIOTH 1) ANCHOR PER LOCATION AT MEAD do JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIREO 17' 6' MAX j— —{ MAXj— —{ 8' MAX O.C.0 6' MAX 17' MAX O.C. D' AX WE GMT 6 MAX O x C7 NamGr o/anNor IouUona re*alrW frame SN'lOa PMw am Tald UN wwth (in) 1M sae M45 Ama Ito N45 Jame ar,o Nis JamO eao N4S I Jam* Nrao s 1 s 1 s 6 s e 1 s I SERIES 420 SGO \_ EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING I IMPACTRATIAG SEE CHART B4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS 01 AND 02 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 Vr x 7r 2 MAXIMUM O.L.O.: A4 SB' x 74 SB' MAROWARE FLAT MOUNTED HA METALLIC TANDEM PANEL BOTTOM RAILS 1av SCAvnor WE, APPnW0 Ii ADDED CHARTS 03/05/12 R.L 8 REVISED PER NEW TESMC 10/29/13 R.L. C ADDED FLANGE AND FIN UMAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED AISTAUATION OETNLS 06/20/17 R.L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96` X 80' NON —REINFORCED FIN ELEVATION F.A. 108-00498 r" NTS o"'E 02/23/09 —3 OF 10 L ROWATO LOMAS P.E. 14V WO00FOR0 RO LEMSVXLE. NC 7747 4iL6eedfaq rOPmusQfbmelpa.mn SIGNED: 06/20ao 17 11/11116WN" Lula R. Lomas P.F,. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8- MIN. W000 FRAMING EMB MENT OR 2X BUCK BY OTHERS 1/4- MAX. SHIM 010 WOOD SPACE 1 3/8- MIN. SCREW EMBEDMENT 1--- 1/2' MIN. EDGE DISTANCE EXTERIOR INTERIOR I jI10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BuCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALArT BY OTHERS TOBE DESIGNED IN ACCORDANCE W1rH ASTM E2112 E SET IN APPROVED SEALANT MIN. BENT MIN. cwc o'TANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4- MAX. SHIM SPACE RMSIONS 00CArwo O+TE A PAM AWED CIWITS 03/05/12 R.L REVISEO PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND nN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR l— EXTERIOR JAM8 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 FRAME INSTALLATION DETAILS OR"ft No. F.A. orc 08-00498 sou[ NTS oaE 02/23/09 JSXW4 OF 10 L. ROBERrO LOMAS P.E. 1-kV WOODFORD RD LEW4VUE NG.-MM 4 d48$- T19 dwr "v&ftn lP..0" SIGNED: 0&20/2017 0„6,26 • tI _ y (TTAlTE OF ; O F-':OR10 • ?: jS1ONA 11 G 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 EXTERIOR 1 /4, MAX. SHIM SPACE iMS OR DRILLING v INTERIOR ILL TO BE SET IN BED OF PPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WIERfOR AND EXTERIOR FINLSHES. BY 07MER5 NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W M ASnW E2112 i- 1/2* MIN. EDGE DISTANCE i j10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX. r SHIM SPACE armors oCSCKvIaM DATE AFMWVW AOOEO CHARTS 03/05/12 R.L. REVISEO PER NEW TESTING 10/29/13 R.L. ADDED FLANGE ANO RN WSIALLATIONS 12/06/13 R.L. REVISEO INSTALLATION OETAILS 07/30/15 R.L RENSEO INSTALLATION OETALS 06/20/17 R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80- NON -REINFORCED FRAME INSTALLATION DETAILS oIaMR 011C Ra F.A. 08-00498 suus NTS DATE 02/23/09 —5 OF 10 L ROMTO LOWAS P.E. IJ,Ti NOOOADRO RD LEWISVILLE. AC?:O:J dbn210bmawo ca n SIGNED: 0612012017 O E N p'J1'i 0 51 ••*- A. 4TAie OF ; YONA 11t 0 Luis R. Lomas P.E. FL No.: 6251 A 1 1/2' MIN 1' MIN. I— IIM570M5 gyp" Gar SEPARATION EDGE DISTANCE C A ADDED CHARTS 03/05/12 R.L. 6 RMSEO PER NEW TESIXG 10/29/13 R.L. a " C ADDED FIANCE AND RN 1NSUUATIONS 12/04/13 R.L. 1 1/4' MIN. EMBEDMENT 0 REVISED INSTALtAMON OETA0.S 07/30/13 R.L CONCRETE/ 1 1/4' MIN. EMBEOMENT E REVISED INSTAWITION DETAILS 06/20/17 R.L. MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPT18KAL VCK T 1 — 111... 1/4' MAX. TO BE I. I SHIM SPACE PROPERLY MIN. I INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET t 3/16' TAPCON 3' r •' °••. MIN EXTERIOR INTERIOR SEPARATION 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 BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY COVCRETE/M4SONRYINSTALLA77ON BY OTHERS N SECURED SEE NOTE 3 SHEET 1 a .. _T A. 1 1 /4' MIN. NOTES. EMBEDMENT 1. INTERIOR AND EXTERIOR RN1SHES. BYOTHE % 4' • NOT SHOWN FOR CLARITY. 4" .• .. 2PERIMETERAND JOINT SEALANTBYOTHERS TOBE e DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 0612012017 2 7/ e' MIN 1- MIN. MI WINDOWS AND DOORS LLC SEPARATION EDGEDISTANCE650WEST MARKET STREET ttt1111I/v 5 ;t.• L ii VERTICAL CROSS SECTION GRATZ. PA 17030 r •v\C E H CONCAETFJM4$ONRYINSTALLA770N SERIES 420 SGO o 5 X 80' NON —REINFORCED FRAME FRAME INSTALLATION DETAILS q0 TAT Of E oawNIMC ao. Kv 'Fs:C OR1C: F. A. t 08- 00498 E /f OMAi1E\\ 1MTC NTS02/23/09 6 OF 10 L RMRTO LCMAS P.E. 14MV-00DACMRDLEW15YIiLE. NC270.'7 L Luis R. omas P.E. 43&680- mo9 amr FL 62514 WOOD FRAMING OR 2X SUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I SHIM SPACE To WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR IE SET IN APPROVED SEALANT 10 WOOD SCREW 00 FRAMING OR 2X BUCK BY OTHERS MIN. MENT MIN. cuvc DISTANCE VERTICAL CROSS SECTION WOOO FRAMING OR 2X BUCK 1NSTALIAT0V NOTES: I. INTERIOR ANO EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES*NEO IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RMSa"s Rp c[SWIM OAT( APPROKO A ADDED CM4RTS 03/05/12 ILL B REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED WSTALLATION DETAILS 06/20/17 ILL 1/4• MAX. SHIM SPACE INTERIOR n EXTERIOR JAMB INSTALLATION DETAIL W000 FRAMNG OR 2X BUCK 1NSTALLAT9NV SIGNEO: 06/70/2017 MI WINDOWS AND DOORS LLC 111111", ft. tpi/ 650 WEST MARKET STREET GRATZ. PA 17030 N 5 GENy 1k• a StSERIES420SGO X 80" NON —REINFORCED y c a* FLALA NGE INSTALLATION DETAILS 1 TAT OF E S oF•'c[OR10T:• ?: LIRIWIC RO. 7 RLV E Luis R. Lomas P.E. FL No.: 6251d VAL NTS 11` 02/23/09 T78 OF 10 I- RWRW LOMAS P.E. IAN 1400W RD RO(ERMILLB, AIC uv 4364 4W9 eftnaGumuwacom RLV6g1Is 1/2' MIN. EDGE DISTANCE METAL ' Q STRUCTURE BY OTHERS FF11 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN L BED OF 1PPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTMASTM 62112 1 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1av I mawmaN MR APPROWD A ADDEO CW1R1S 03/05/12 R.L 0 REVISED PER NEW TESTING 10/29/13 R.L. C ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. SHIM SPACE . JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS F.A.08-00498 uAlr NTS ' 0 02/23/09 —8 OF 10 L ROBERTO IGhS P.E. 143T WOODFORO RO LEWLSVILLF, NC ZAM SIGNED: OWWO R! IL041 0 5 ••*= 9QTATE OF OR10; Luis R. LOM03 P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN 1- MIN, SEPARATION EDGE DISTANCE 1 1 /4- MIN. EMBEDMENT 1/4- MAX. r SHIM SPACE EXTERIOR 2 7/8- MIN SEPARATION VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION 3/16- TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT REVISIONS DCSCRPnCN DATE APPROVED ADM O"TS 03/05/12 R.L REVSED PER NEW TESTING 10/29/13 R.L ADDED LANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. J 1/4' MAX. 7I r SHIM SPACE MIN. EDGE DISTANCE 3- MIN SEPARATION INTERIOR 3/16' TAPCON ` EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEMA450NRYWSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY 07NERS, NOT SHOWN FOR CLARITY. I 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE y 1 1/4- MIN. DESIGNED IN ACCORDANCE WITHASTME2182 EMBEDMENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1MIN. CRATZ. PA 17030 EDGE DISTANCE SERIES 420 SGO 96- X 80' NON—REINFORCEO FLANGE INSTALLATION DETAILS oww e Owc RDA F. A. 1 08-00498 sr+ s NTS D"R 02/23/09 ISNW9 OF 10 L ROISERTO LOMAS P E. Kv WOODFORD RD LEWISv1LLE RG 27022 43& 68" 09 roPPu v&%IMMywwv, SIGNED: 06/20aO17 J\ S it.. I to T of • a= Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4• MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE 1/4• MAX 1 r SHIM SPACE JAM8 INSTALLATION DETAIL WOOD FRAMNG OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4• MIN. g8 EMBEDMENT WOOD FRAMING SCREWREWC BY OTHERS INTERIOR 1/4• MAX HOOK STRIP J _ F SHIM SPACE 7/16" MIN, EDGE DISTANCE EXTERIOR INTERIOR 2% BUCK OR WOOD FRAMING BY OTHERSHuTRIM — VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS'4.9. NOTES: I. INTERIOR AND EXTERIOR FINISHES, SY OTHERS. NOT SHOWN FOR CLAnffv. 2. PERIMETER AND JOfMSEALANT 8Y 0THERS TO 8E DESIGNED IN ACCORDANCE INITH ASTM E2112 1/2• MIN. EDGE DISTANCE RDISIMNS OCSCFPT H WE APVROWO ADDED CHARTS 03/05/12 R.L. RVASEO 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 DETAILS 06/20/17 R.L. 1 5/8" MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP --_ 110 SELF DRILLING SCREW EXTERPANELIOR INTERLOCKHOOK STRIP INSTALLATION METAL SrAUC7VRE 1/ 2• MIN. r EDGE DISTANCE 1 3/8• MIN. INTERIOR EMBEDMENT HOOK STRIP \ SCREWOOO PANEL ii EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X SUCK4VOOD 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 MASONRY40A CRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS onArlc . c no. F. A.o08- 00498 suu NTS I e"'E 02/23/09 —10 OF 10 L AMRTOLO WAS P.E. 14" V4000FORD RO LEWISVRLE, !ac 27= AU488-mw Awn" @&*luw"m SIGNED: 0612012017 J 51R LIL- 41//. GENs-. 4TAid OF • 4 0R%D • t' 1/4S-NA 11F*0 Luis R. Lomos 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. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS R O IR D FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE p10 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 SPECIFIEO BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF C-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION LIFTAILS I m L pesco' m I GAR I APPOW O 1 A I ADDED "GE AND FW tNSAUATION 12/10/13 R.L. . 8 REVNSEO INSULLAT*N DETAILS 06/03/15 RL C REw,ED INSTALLATION DETAILS 06/21/17 RL SIGNED: 0&21/2017 MI WINDOWS AND ODORS LLC AA1111)/I/I/' 650 WEST MARKET STREET GRATZ. PA 17030 5 ;Z', ; 0/' /ice r EG NYy .•9Si 0 6SERIES420SGOREINFORCEDWITHOUTADAPTER 96' X 96" NOTES y E OF F ORIOT; • 2 4js/ONAI G`" AIIIIIIw L` LYIo R. Lomas P.E. oRAwr: V. orc "°. 08-02249 C WAILNTS °" 10/30/13 Tl OF 10 L ROBERTO LOADS RE. 1= M1'000FQWRO LFWISVdAE. IMC27p},i 43+. e05009 dwnssprwnnmemn FL No.: 62514 i FI HI 6• MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED r . , Y MAX O.C. 6" MAX 17' MAX O.C. 16- r LAX AME IGHT 6" MAX 6' MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA TING IMPACT RATING 135.OPSF NONE SEE CHARTS II AND 02 FOR OTNER UNITS RATINGS NOTES: I. ' MAXIMUM PANEL SIZE: 4814's gS I IMXluUM O.L.O.: 44 S-8's 90 S8• FLAT AT 38 314.ON CENTER FROM PANEL BOTTOM AT EACH ENO OF PANEL 60TTOM RAILS LT ALL PANEL INTERLOCKS CHART /I WHERE WATER INFTLTRAflON RESISTANCE IS REOUIREO. SRC NAre a curer. . Doslgn Pmswm chart (psO Frpmp WrdP MW mW ToW From VNOLn (h) 09111 30.0 34.0 420 4&0 h) 40.00 n00 a400 96.00 pas I Nap Pos Nag PCs Nap Pos Mop 94.0 a0.0 5&a 40.0 50.9 a0.0 45.7 40.0 420 f&0 40.0 553 40.0 4&0 400 410 39.4 394 f20 40A 524 40.0 45.4 40A 40.6 37.1 3.1 9&0 40.0 4&8 40.0 43 7 36.4 36A 33.0 35.0 CNART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design pm= utv Cheri (pin Fym Nno PWId and TOW F=0 WdU (n) HaiM a 1 310 420 44.0 In) 60.00 7200 a4.00 f oo Pos I Nep I Pos I Nap Pas Np Pas Q 58A 58.a 50.9 S0.9 a5.7 45.7 a&0 55.2 552 46A46.0 43.0 a3.0 920 624 52a 45A 43A 40.0 40.6 f&049A 49.6 43.1 43.1 35.4 35.4 CNARTas NmmDoreroncnorl"Stronarogul / AD SmOb raw and TOW framt WMNn (It) 3&0 3&0 420 40.0 hi 60.0 n0 84q f&0 N&S I Jame His Jambi haS Jame H&S JamO i4.o 4 6 5 8 6 6 8 6 8&0 4 8 5 8 6 6 6 6 020 4 6 S 8 6 8 6 6 0&0 4 6 S 8 8 6 8 8 ocscaPmN ADOEO FLANGE ANO FN INSTALLATION REVMEO INSTALLATION DETAILS REVISEO INSTALLATION DETAILS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96` X 96" ELEVATION Y.L.08-02249 srxt NTS - 10/30/13' s"W2 OF 10 L ROBEATO L014A5 P.F. 14M WO00A01W AD LEINtSValE. NC 27023 4746060609 aarnaSJabmaaq.wn WE APPRo+oo 12/10/13 RL 06/03/15 R.L. 06/21/17 R.L. SIGNED: 0612IaO17 LO M-TAir9OF 4 S II I Luis R. Lomas P.E. FL No.: 62514 5 N FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED t 7- MAX6- MAXr " O.C. —{ 6" MAX 6' 7MAAx 17' MAX O.C. 6' — AX LME GMT 6- MAX 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) s uCHORS PER LOCATION EXTERIOR VIEW SEE CHART 14 FOR NUMBER Of LOCATIONS OESIGNPRESSURERATING GNPACTRITING REOUIREO t35.OPSF NONE SEECMARTS 111 ANO /2 SNEET2 FOR OTHER UNITS RA7WGS FLAT MOUNTED HANOLE SET (99-04-1451 AT 36 704- ON CENTER FROMPANEL BOTTOM METALLIC TANDEM ROLLERS (99-17495) AT EACH ENO OF PANEL BOTTOM RAILS UMINUM 4063.TG REINFORCEMENT (666) AT ALL PANEL INTERLOCKS ntv I oacavna twc AvP-- A ADOEO FIANCE AND FIN INSTALLATION 12/10/13 R.L. 6 REVISED INSTALLATION OEWL5 08/03/15 R.L. C I REVISED INSTALLATION OETAILS 06/21/17 R.L. NOTES: I. MAXMIUAI PANEL SIZE: 46 I?• x 95' 2 MAXIMUM 0.L0.: 44 &r a 90 W CHART A4 Num60r olambor loeadom squired F401 Sigid Panel and Tout lit Width on) Ibipftl 30.4 30.0 420 46.0 h) 60.0 720 a o60 N6S Am0 M45 JamO M49S Jamb N&S Jamb 64.0 i 6 5 6 6 6 6 6 4 6 S 6 6 6 6 6' r 4 6 5 8 6 6 6 6 a 8 5 6 6 8 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION 08-02249 NTS a"'c 10/30/13 Si0R3 Of 10 L R06ERTO LOWAS P.E. I/.MW000F* ORDt.EW1SVUE.MC.-7= alaasosos dwnNaOWlmu SIGNED: 06/21/2017 IR to4r TAT OF ; is Luls R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 1/4- MAX. SHIM g10 WOOD SPACE SCREW g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK /NSTALLA n0N NOTES. I. INTERIOR AND EXTEROR FhVISHES, SYOTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WINN ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN. cvuc VgTANCE DISOR PTION are uvaaKo A ADDEO FLANGE ANO nN INSTX.ATION 12/10/13 R.L B ACvl p WSTAUADON OETAI6S OE/03/15 R.L C REVISED W$TAu.AT10N DETAILS 06/21/17 R.L 1 3/8" MIN. 1 /4' MAX, EMBEDMENT r SHIM SPACE I — I INTERIOR 1/2. MIN. EDGE DISTANCE 110 = R l 1 SCREW l EXTEi w000 FRAMING JAMB INSTALLATION DETAILOR2xBUCK BY OTHERS NAOODFRAA49VGOR2XSUCK WSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 111111!/ a 0 55 clJ TAT OF Fs`' c ORIC G?: S NA`1Fa\N SERIES 420 SGO REINFORCED WITHOUT ADAPTER 9X 9 FRAME INSTALLATION LLATIOO NDETAILSoRAr>r ago 08-02249 an C M^' E NTS of10/30/13 s"a*a OF 10 LRO6ERTOLOLL<SP. E. 1q2 MOOOA0RO RDLEW!ShLLQ NC 27OT 4JU4116 M t9* a&u6kw*n3Aw,mr l.ulS R. Lomas P.E. FL No.: 6251 A METAL STRUCTURE BY OTHERS j 1/EDGEN. DISTANCE r 1/4' MAX. I r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 * 11 11 INTERIOR SILL TO BE SET IN A 6E0 OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATIWV NOTES: 1. INTERIOR AND EXTERIOR FINISHES BYOT HERS. MOT SHOWN FOR CLARITY. I PERIMETER AND JOINT SEALANT BY DINERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T-- 1/2' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE 8Y OTHERS 1/4' MAX. r SHIM SPACE 1tp 9ers 0Tscftpn0N oAtc A"Rov o ADDED FLANGE ANO FIN WWALUITION 12/10/13 R.L REVISED INSTALLATION OETNLS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 1 R.L JAMS INSTALLATION DETAIL METAI STRUCTUREINSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. MPAK17030STREET CE s9' SERIES 420 SGO REINFORCED WITHOUT ADAPTER 1Ir• 0 5 + FRAME INSTALLATION DETAILS p TAT Of z IO' F•'c OR1CT;• '' olww ore No. A'EV V•L- WA" 0"Te 08-02249 C dG NTS 10/30/13 y'aT5 OF 10 10NA`1 L R05FRT0 LOMAS P.E. 1432 N000FORD ROLEwrsvatI-Atl JTozJ R. LUIS R. LomasLas P.E.P 34-w- T4P 1aer,ast bn c,..mn fl 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE r e" 4 1 1/4' MIN. EM13EOMENT CONCRETE/ 4 BYOTNRYHERS 1/4'MAX. SHIM SPACE OPTIONAL 1x eucK TO BE PROPERLY SECURED SEE NOTE 3 SHEEP 1' 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I INTERIOR SILL TO BE IN A BED OF APPROVED SEEALANT A a, 1 1/4" MIN. e' . '• EMBEDMENT 4 4. 4 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION COVCRErEMASCAIRY INSTAUATION ACASIONS otscRrMN AT[ PPROWIM ADDED FLANGE AND nx INSTAwT10N 12/I0/13 R.L RMSEO ItMALLATM DETAILS 08/03/15 R.L. RENSED WSTAUATION DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1/4' MAX 1' v SHIM SPACE MIN. r INTERIOR EDGE DISTANCE MIN I aSEPARATION 3/16' TAPCON EXTERIOR " CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL Ix BUCK CONCRETFJMASONRYINSTALLATIOIN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTFS: 1. INTERIOR AND EXTERIOR FINISHES, Br OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 6y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Ell 12 SIGNED. 062112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET X0111111111" J S It- to , //i GRATZ, PA 17030 r .G E N y - SERIES 420 SOD REINFORCED WITHOUT ADAPTER 69T9OALINSTALLATIONDETAILSaTYFRAMEDTATOF - owlrR vac 110. AiV e•, . 41 izE`s,, OR10T; G stAar 08 C 010NAtt04; NTS p"TE 10/30/13 SM01T69 OF 10 LROWRYOCO A,SP.E. u nN'DOOMA0RDLEWISVALENCV= Luis R. Lomas P.E. 43, 480-06" .com FL NO,: 62514 1/2' MIN, EDGE DISTANCE WOOD FRAMING 1 3/B' MIN. OR 2X BUCK F EMBEDMENT sY OTHERS I 1 /4 MAX. SHIM SPACE I10 WOOD SCREWS EXTERIOR Uf Uf INTERIOR f0 BE SET IN OF NED SEALANT 10 WOOD SCREW WOOD FRAMINC OR 2X BUCN BY OTHERS MIN. RENT GWG VJIM,G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FIN1301M BYOTHERS, NOT SHOWN FOR CLARITY, 2. PERIAIETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTA1 E2112 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 010 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLN90" OCSORPIION O-TC I AMMM ADDED FLANGE AND :1N INSTµLAT10N 12/10/13 R.L. REVISED I,YSTALLATION DETAILS 08/o3/15 R.L REVISED NSTAUATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS cKe t Oro t/0. R V.L 08-02249 wAc NTS 10AX 10/30/13 --7 OF 10 L ROSERIO L00"S AC 432 nVWFOR0 RV LEKI$v LE MC ZMM 4N•6dS0009 mnwspiarn*aaaam SIGNED: 0612112017 J\5 0 E NSF9s' 10 SEOP : hCO ONACE \N\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/Y MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 /4' MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RrAs p a 00ORPNON aft .wRaKo ADDEO RANGE AND FW INSTILLATION 12/10/13 R.L. REVISED 1.45dLLATION DETAILS 06/03/15 R.L REVISED WSTALUATION OEU1L5 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS OR r'N: arc NO, q V.L. 08-02249 x1u NTS o"R 10/30/13 5'W8 OF 10 L. 414WRTOLOW" PE. 14= w0001!0RO Ra UVUVaLE. Nf: 2m= 4364S oM ,ayryq trlylyylp,l.mm SIGNED: 0"112017 EILNS0, 9i ib, •GF, 5 QTATT° E OF • a— i 1/ pjs/DNALuis R. Lomas P.E. FL No.: 62514 1 1'/2' MIN. 1' MIN. RNSONS SEPARATION EDGE DISTANCE laEv att APPROVED A ADOED FIANCE AND FIN INSTAUJITKIN 12/10/13 R.L 8 REVISED wwALLAT10N OETAts OB/03/15 R.L. 1 1 /4' MIN. C REV15E0 INSTALLATION DETAILS 06/21/17 R.L 4• EMBEDMENT CONCRETE/! . a' ` 1 1/4' MIN. MASONRY--1 EMBEDMENT BY OTHERS 1/4' MAX, OPTIONAL r SHIM SPACE IX BUCK TO BE — _ 1/4' MAX. PROPERLY ' i I SHIM SPACE SECURED µIN INTERIOR SEE NOTE 3 EDGESHEET1 DISTANCE 3/16' TAPCON Fill _ EXTERIOR INTERIOR MIN. SEPARATION SILL TO BE SET IN 'a A BED OF 3/16' TAPCON ' 3/16' TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRY MASONRY/ BY OTHERS JAMB INSTALLATION DETAIL CONCRET&w$ONRYWSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 AiOTfS: a • --r 1. INTERIOR AND SM;q/OR MAISNES, BV OTHERS• 1 . r E 1/4' IN NOTSHOWNFORCLARITY. MBEO•: a 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BEa, • .. DESIGNED WACCOROANCE VArH ASTM E2112 aSIGNED: 0&/21/2017 2 7/8' MIN• 1' MIN. Mi WINDOWS AND DOORS LLC 11111t1r1! I SEPARATION EDGE DISTANCE 650 WEST MARKET STREET R' L 0 VERTICAL CROSS SECTION GRATZ. PA 17030 NE NS • ,9;% CONCRETE/MASONRYWSTALLATION SERIES 420 SGO REINFORCED WITHOUT AOAPTER 1tA-TaAfePOF&- 08-02249 FLANGE INSTALLATION DETAILS ow.weV. L.I1i/ 1 ONALS sutc NTS ° 10/30/13 v%`9 OF 10 !lIIIIIl11 L ROOER LEWISV LE. Luis R. Lomas P.E. I.az1+voosoRoaottwnwetE. Arc2yc¢3 4NddA4609 p p y,Ia,snrn FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN, EMBEDMENT T- APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 1 /4' MAX I SHIM SPACE 7/16' MIN EDGE DISTANCE , IAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4' MIN. B8 WOOD EMBEDMENT SCREW WOOD FRAMING BY OTHERS 1 /4' MAX. SHIM SPACE 7/16' MIN TEDGEDISTANCE EXTERIOR I 11 1 11 f INTERIOR INTERIOR TRIM ann *Ns 10t" ten+ arc 1PF11ov0 A ADDEO FLANGE AND FIN IN7A"T10N 12/10/13 R.L. 8 REVISED MSTAUAMON DETAILS 08/03/15 R.L C REVISED WSTAUAT10N DETAILS 06/21/17 R.L 1 5/8' MIN, EDGE GIST. TRIM INTERIOR 1 1/4' MIN, EMBEDMENT MASONRY/CONCRETE r BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY,CONCRETE 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM t 3/8' MIN. INTERIOR EMBEDMENT HOOK STRIP HOOK STRIP rPANE SELF DRILLING SCREW 10 W000 SCRE SCREW EXTERIOR LOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCKAVOOD FRAMING SIGNED: 06,2112017 II II II II MI WINDOWS AND DOORS LLC llllllul R' LU1J J 650 WEST MARKET STREET GRATZ. PA 17030 O i 1YS VERTICAL CROSS SECTION WOOD FRAMING OR?X BUCK INSTALLATION fr• ,j0„51SERIES420SGOREINFORCEDWITHOUTADAPTER FOR SILLINSTALUT/ONSEE SHEETS 49. 96" X 96' NAILFIN & HOOK IMSTALLATION DETAILS b NOTES. 1. u4TERIOR AND EXTERlORFWlSHES BYOTHERS NOT SHOWN p TAT OF iO lc-f40R10P• 0i ss' v Q%4VK' V• L tic 08-02249 as FOR CLARITY, 2. PERIMETERAND IOWTSEALANT BYOTHERS ToBE C XNN YY//ONAj1 NTS 10/ 30/13S'T10OFt0OESIGNEOWACCOROANCEWITHASTME21,12LROUERTOLOUASP.E. 1432 VVOWFORD RD LEMSVUE. ABC 270.+ J Lula R. Lomas P.E. 4 "soos" 4w-wQk*nj v„ a,,,, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIOA. BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO m OVERHANG LENGTH/OVERHUNG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICENT 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 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK - MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — a INCYa 1 AT1AN nrrAll C uv ora oaeavllou DATE I APPaww A ADDED CHARTS 03/06/12 1 R.L. D REVISED PER NEW TESTING 10/15/13 R. C ADDED FLArrOE INSTALLATIONS 12/06/13 R.L. D ' REVISED INSTALLATION OEMLS 08/05/15 R.L. E REVISED INSTAUATON DETAILS 06/22/17 R.L. SIGNED. 0&22/2017 MI WINOOWS AND DOORS LLC 650 WEST MARKET STREET 11L111rrIT,A 5 R. LO,i, 9s% GRATZ, PA 17030 G E NSF 6 *= SERIES 430 SGO 143" x 80" NON REINFORCED rjooff/k5NOTESy TAT OF oFAMorcZORVD'-" rs, 08-00902 i,/S/D IVA`NTS swac02/23/09 1 OF 9 Luis R. Lomas P.E. FL No.: 62514 LR06ER10"XdASP. E. 14-V w0=c RO RO LEWWMLE, NC mn 4144660609 .07 1 143' MAX FRAME WIOTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX j- -{ 17-MAX -{ 60 MAX I I O.C. I 6' MAX L 17' MAX 80- O.C. MAX RAME L, 6' MAX I X C X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s40.0PSF ONE SEE CHARTS a1 AND 02 FOROMER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 llr x 79• 2. MAX/MUA1O.L0.:4d3(4•r74,%r FLAT MOUNTED HANDLE SET M44-145) AT 35 3W FROM PANEL 60TTOM METALLIC TANDEM ROLLERS (99.17.1951 AT EACH ENO OF PANEL 60TTOM RAILS A'LV I 015COWPOr1 041E APWROYm A ADDEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTWG 10/15/13 ILL C ADDEO FLANCE INSTALLATIONS 1Z/06/13 R.L 0 REVISED 6YSIAtLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL CHARTII WHERE WATER INFILTRATION RESISTANCE IS REOUIREO SEE NOTE 9 SHEET I Design pressure chart (psO Hdghl in) Single Panel and Total From Width (in) JQO 90.0E 101L00 420 I 1Z6.00 Q.7 1 143.00 Pas I Nog I Pas I Nog I Pas I Nog I Pas I Noy 80.E 40.E 54.9 1 40.E 1 48.E 1 40.E 1 432 40.E 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure chaff (pA Farm Single Panel and Total Frame Wdlh (in) Ham in) 30 0 90.00 J6.0 108.00 420 126.00 47.7 143.00 P'as Nog Pas Nog I PCs I Nog I Pas I Nog 0.0 S49 1 54.9 48.E 1 4&0 1 43.2 1 4321 40.E 1 40.E CHART dJ Number of anchor locations required Fran a Height in) Single Panel and Total Frame Wdth (in) 30.0 90.0 36:0 10&0 1 420 1 126.0 47.7 1410 H&S I Jamb NdS Jamb N6S Jamb I N&S I lamb W.0 6 1 5 7 5 8 5 1 9 1 5 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" X 80" NON REINFORCED ELEVATION F.A. 1 08-00502 W-"g NTS o" E 02/23/09 "W 2 OF 9 L R08ERTO LOMAS P.E. Nn II1000FORD RD LEWSvLLLE NC 270.'7' dal-'da M axnasewbnap cam SIGNED: 0612212017 AGE Saa'•si n TAT ne Luis R. Lomas P.E. FL No.: 62SIA 1/2' MIN, R1v REVOM otstloPllon aft AAAoVm EDGE DISTANCE A ADOEO C LART$ 03/06/12 R.L. 8 REVISED PER NEW TESRNG 10/15/13 R.L W000 FRAMING 1 3/8' MIN. EMBE MENT C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK 0 REVISED INSTALLATION OETAILS 08/05/15 A.L. BY OTHERS MAX. E REVISEO INSTALLATION OETAILS 06/22/17 ILL SHIM 10 OD SPACE 1 3/8' MIN. 1/4' MAX EMBEDMENT SHIM SPACErL- 1/2' MIN. INTERIOR ( STANEDGEDICE EXTERIOR INTERIOR I SET IN APPROVED I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD MIN. SCREW AENT WOOD FRAMING OR 2X BUCK BY OTHERS GWL WGD- lV G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHONW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AV ACCORDANCE 149THASTAI E2112 EXTERIOR JAMB INSTALLATION DETAIL WOW FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS OR.nc orc Na F.A. 08-00502 v-Mz NTS02/23/09 —3 OF 9 L. RMRTO COMLS P.E. 14" V= 0FQRDROLEWISVXLE, NC27= 7s•6RtfOip9 nb u abrnssprrnm SIGNED: 06r22/ 2017 tR 1L/ 0 Ti v/ 410NA 11\\` 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 I 1/2- MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR nN1SHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' &W. SHIM SPACE LS OR RILUNG L TO BE SET IN BED OF APPROVED WWT 1 /4' MAX. I SHIM SPACE I 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR RCWSJO" LxscFjnmR GATE APPROYM AOOEO CHARTS 03/06/12 R.L. REVISM PER NEw TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OEU45 08/05/15 R.L RMEO INSTALLATION DETAILS 06/22/17 ILL INTERIOR qD JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS aum+: WAG No. F.A. 1 08-00502 sc NTS °"' 02/23/09 —4 OF 9 L. ROwar0LOAKSP.E. 1-kV wvOOFOW RD LEWSVILLE NC 27= SIGNED: 0&22/2017 REiLI0'': G NSF9.P A TAT OF ; S is'ONA11 C'``` 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 1 1/2- MIN. V MIN. SEPARATION EDGE DISTANCE a 1 1/4" MIN. 1 1/4- MIN. EMBEDMENT EMBEDMENT MIN. EDGE DISTANCE 1MAX. SHIMSPACE 3- 3/ 16" TAPCON SEPARATION MASONRY/ - CONCRETE BY OTHERS EXTERIOR INTERIOR 3/ 16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8- MIN. _'_ I 1" MIN. SEPARATION — 1—r EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASOAIRY INSTALLATION Illy fOlsoffs OESCRMW CAn AppWo A ADOEO CHARTS 03/06/12 R.L. 8 REMSEO PER NEW TE51LVG 10/15/13 R.L. C AOOEO FLANGE INSTALLATKINS 12/06/13 R.L. 1/ 4- MAX. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR a raEXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1x BUCK CONCRETE/MASONRYINSTALLATM TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. IMERIORAND EXTERIOR RNISHES. BY OTHERS NOT SHOWN FOR CLARITY: 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEDWACCORDANCE N7TNASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FRAME INSTALLATION DETAILS owoc owt No. F• A• 08-00502 scA NTS °"'E 02/23/09 —5 OF-; L ROBERfO LOLLS P.E. MV hWO OR0 RIP LEWLSVRLE NC 27= 4N40- 009 tM"vJ"rn34w4vM SIGNED: 0&2Z'2017 CEN, p."9s 14. pEOF ; 4r IFS - 40MOPM` ONA 11E\10 Luis R. Lomas P.E. FL No.: 62514 1 /2• MIN. EDGE DISTANCE 1 3/8• MIN. W000 FRAMING EMBEDMENT OR 2X BUCK BY OTHERS tfflm 1/4• SHIM 10 WOOD SPACE SCREW S10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II II. II INTERIOR 1/2• MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIORAND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8- MIN. EMBEDMENT 1 3/8• MIN. EMBEDMENT T- 1/ 2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4' MAX. SHIM SPACE RLVISORS 1Kv Ocv-qlP 10N 001 A PRWO A ADDED CKARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REV 5EO INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS GRAM 3;Y - F. A. 08-00502 swc NTS °A'E 02/23/09 —5 OF 9 L RO6FRTO LOU" P.F. 14M MOODFOROROLFWISVKLE. ACV= 4# 48114 os axAuvbft Aaprorn SIGNED. 0622/2017 1li R!Ito//i oeNSF9s'; S ; o OF _• Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. I EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 110 SMS SELF ORILI SO METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. WTERNOR AND EXTERIOR FWLSHES. SYOTHERS. NOT SHOWN FOR CLARM. 2. PERIMETER AND JOWrSEAIANT SY OTHERS TO BE DESIGNEDW ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN 3E0 OF APPROVED CANT REV RLV151daS ccKRvr4N eve Pvaovm A ADOEO CIWRTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INWALMTIONS 12/06/13 RA. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4" MAX E I REVISED INSTALLATION OETAILS 06/22/17 R.L. r SHIM SPACE 1;2• I MIN. EDGE INTERIOR DISTANCE T— I I d10 SMS OR SELF ORIWNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAM8 INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS ORAWM OwC N0. F.A. 08-00502 svlt NTS 0A7E 02/23/09 slate 7 OF 9 L RWATOLOMLS PE. 1432 V 0000M RD LEWS ALE. NC 51C X 4 &650 w Axnasoklmuspaaom SIGNED: 06 22/2017 ENSF•q.P 5 p • TAPE OFF4 s'0NA 11F? G` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2' MIN. ccoAvAnnu EXTERIOR 3/16' TAPCON -1 MASONRY/ CONCRETE BY OTHERS 1' MIN. I EDGE DISTANCE 1 1/4' MIN, 1 1/4' MIN. 1/4' MAX. EMBEDMENT EMBEDMENT SHIM SPACE 1. MIN. EDGE •v DISTANCE 1 /7,w SHIM SPACE 3/16' TAPCON 3 MIN. SEPARATION v " •. INTERIOR 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT cr n vry VERTICAL CROSS SECTION CONCRETFANASONRY I11STALLATION 1I.M90N5 ocscavlaH a1c A9WIOVm AOOEO CHARTS 03/06/12 R.L REVMEO PER NEW TESTING 10/15/13 ILL AOOED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED 0MAWI7I0N OETALS 08/05/15 R.L REVMEO INSTALLATION OETAILS 06/22/17 R.L INTERIOR EXTERIOR JAMS INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION BY OTHERS TO BE PROPERLY I 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHER BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNEO: O6aZ2017 MI WINDOWS AND DOORS LLC 650 GRATZ. WEST MPAK 030ET REET 11LL111I/,,,, J\'\GENs s,,, v F' SERIES 430 SGID 5 143' 80" NON REINFORCED MAiieOFFLANGEINSTALLATIONDETAILS COW owe[ORIC p F.A. OS-00502 E isS ONA 11E 1G` ttxE NTS IWE 02/23/09 jw=8 OF 9 LROBERrocOMOtSRE. 14MKIDOOFOWRDLEWSVUE,NC2M3 Luis R. Lomas P.E. J+•E"4 09 t*;M FL No.: 62514 INTERIOR TRIM IN, 9 1 1 1 3/8` MIN. EMBEDMENT HOOK STRIP p10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCW NOOO FRAMM 1 5/8` MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---' a 4 1 1/4- MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED II II 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONOWCONCRETE METAL STRUCTURE BY OTHERS TRIM -,,, INTERIOR HOOK STRIP OCSOMICH ADDED CNARTS REVISED PER NEW TESTING ADDED FIANCE wSTALLATIONS RENSEO INSTALLATION OETARS REVISEO w5TALLATION oETAILS 1/2` MIN. EDGE DISTANCE a Sp1CRE DRILLING PANEL 1/2- MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. WTERJOR AND EXMRIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143- x SO- NON REINFORCED NOOK INSTALLATION DETAILS CR#x o.c ua F.A. OS-00502 A" NTS *4E 02/23/09 1 S"M9 OF 9 L ROWRTO LOMA,S P.E. low wOOOFORO RO LewnV LE RC:7= 4U480060 d0mnoamMuoom QATE APPROWD 03/06/12 FILL 10/15/13 R.L 12/06/13 R.L. 00/05/15 R.L. 06/22/17 R.L SIGNED: 0612WO17 C, E NS;9J+'G 2*• riC TATE OF SIIIIIIiONA 110at' Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLOR104BUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-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 WIND BORNEDEBRISREGIONS. S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. 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 EMBEOMENT 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. C-0.42S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE i (OR GREATER). 0. METAL STRUCTURE: STEEL 16GA. 33KS1 OR ALUMINUM 6063—T5 .048" THICK MINIMUM NOTES ELEVATION 9 TABLE OF CONTENTS DESCRIPTION aNmoKs oaaAnlgN DOC APPMW— ADDEO CHARTS 03/06/12 R.L, REVISED PER NEW Taw 10/15/13 R.L. ADDED FLANGE INSTAUAnams 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSULLATION DETAILS 06/22/17 1 R.L. SIGNED: 06 2M17 MI WINDOWS AND DOORS LLC 011111I11,11 650 GRATZ. MPAK17030REET J S REO i SERIES A30/440 XIX SGO 143' x 96' REINFORCED SENOTES pQ,' TAT Of 4 Fs;OR10T; G? oRArw FA o c Kv OS-00503 E S ONA11 1 Luis R. Lomas P.E. s uc NTS ° 02/23/09T 1 OF 9 I ROBERO LEMSSP.E1uzm000roaoaoLewivalE. A1Cnuo 4N-6004M .aaAUVHwnmkww. FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX OMAX r { 6 MAX 6- MAX L 17' MAX O.C. 96- MAX FRAME HEIGHT L 6- MAX I SERIES 4"440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING LNPACT RATING 140.0PSF NONE SEE CHARTS /1 AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 40 1/J' x Or 2. MAXIAIUMD.L0.:4434'x905r NAROWARESCNEOULE INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL A I ADDEO CHARTS 8 REAgMEO PER NEw TESTING C ADDEO FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHART 01 E AMEO INSTALLATION DETAILS WHERE WATER INRL IRA TOW RESISTANCE IS REQUIRED SEE NOTE 9 SNEET I Design Oressuw ro rt(psQ i;lwm Srgb Pi" am0 Tom Framo vA m as) N no 1 36.0 420 47.7 moo faaoo r2a66 fu.00 Pos Np Poi Nao POa Np POs Np 640 ba 604 b.0 57.9 40.0 52.0 40.0 a6.0 660 40.0 WA b.0 54A b.0 b.9 40.0 45.0 a20 40A 59A b.0 51.7 b.0 48.1 b.0 423 990 b.0 50A 40.0 49.0 a0.0 43.7 40.0 40.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SNEET I lOos1n pressure Chan (psQ Aw, S rx0 am TOW "Wm YAM (Im) 30.0 260 42.0 1 47.7 saw-f0600 1260o 14100 Pos Np Pos Np Pos Nap I pas rxp e40 60.0 60.0 57.9 57.9 520 52A 460 40.0 i60 60.0 BOA 54.6 54.6 40.9 bA 45.0 a50 920 59 0 WA 51.7 51.7 40.1 46.1 a2.1 42.2 f0.0 we 50.6 49.0 790 43.7 43-F 1 40.0 40.0 CHART &I Number o/anNor IouOonsraWlratl Rut. 54gs Plam"m mq TOW Emma MCC (m) 30.0 1 26.0 42.0 1 47.7 Sao fa60 126.0 1410 Nis I Jame I M45 Jamb N&S lame M&S Jamb a40 a 6 7 e e 6 9 e 660 7 6 7 a a 6 9 a 920 7 e 1 7 6 a a 9 6 a60 7 a 1 7 6 e a 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" x 96' REINFORCEO ELEVATIONS F.A. 108-00503 sv4E NTS a>c 02/23/09 -2 OF 9 L RMRT0 &0A"$ P.E. 1431 W000FO W RO LENISVILLE NC 2M27 AR APPrto ED 03/06/12 RL 10/15/13 R.L. 12/06/13 RL 09/05/1S R.L 06/22/17 RL SIGNED: 062WO17 o`S a •tCEHSF9`P it • 0„6$5 • sr = oT((,,AeeT E OF • - tv ii.3` • 4ORIOT; s ONA11\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS p0 WOOD SCREW 10 WOOD SCREW 300 FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMS ENT 1 3/8' MIN. 1/4- EMBEDMENT MAX. SHIM SPACE 1/2' MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW rSILL TO BE SET IN A BED OF APPROVED I SEALANT 1/2- MIR. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FWISHEA BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTNERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM E2112 WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8- MIN. EMBEDMENT R[V RMSq/6 OL'SCp17 AN OTC AiPROww A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTNC 10/15/13 R.L. C ADDEO FLANGE WSIALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 00/05/15 R.L. 1/4 MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. r SHIM SPACE I INTERIOR n EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN; F.A. 08-00503 sal NTS oArc 02/23/093 OF 9 L ROBERTO LOIKS P.E. 14V WOOOFORO RD LEWbVRLE NC 27a?7 2raasoso9 r4rmp6rurrum..m11 SIGNED: O&2W017 J``J`S 1R 1L 0,,'' G E N , 0 61 •• >e _ ft90, TATE OP u = ONA;yE G` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL 1/4• MAX. STRUCTURE SHIM SPACE eY OTHERS = M;L I ` 010 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR TO BE SET IN IED OF APPROVED LANT po SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLA77CW NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NorSHowNFORCLARnv.. 2. PERIMETER AND Jo7NT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF ORILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE RDISIONS IIEv 0V5CRPnW/ GATE APPROWED A ADOEO CNARTS 03/08/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C AOOED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAI S 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.E. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06M?O17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET tttll"", J\S : Q4,,9 i GRATZ. PA 17030 v. G S' ,1p o Stc,coa* SERIES 430/440 XIX SGO t 43' x REINFORCED LATION DETAILSFRAMEINSTALLATION y AT o I TAT Of W O Aft owc la. ALV 08-00503 E i sS Luis R. Lomas P.E. FL No.: 62514 7.49 NTS — 02/23/09 —4 OF 9 LROBERTvwwASP.E. IMWOOOFORORDLE*ISVAA,&No2= as+rarapv9 Aaw.n aam ITr..rnm KNISONS 1 1/2• MIN. 1• MIN. AW oCsaRPRom DATE APPROVW SEPARATION EDGE DISTANCE A ADM CNARTS 03/06/12 R.L. 6 REVISED PER NEW TESiWC 10/15/13 R.L. 1 1/4• MIN. 1 1/4• MIN. 1/4• MAX. C ADDED FLA64CE INSTALLATIONS 12/06/13 R.L. EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED INWAlATION DETAILS 06/05/15 R.L E REVLSEO INSTALLATION DETAILSCONCRETE/ 06/22/17 JILL MASONRY t, . • .• .. BY OTHERS `_JIMIN. OPTIONAL EDGE •'a 1 x BUCK DISTANCE INTERIOR aTO8E 1PROPERLY / • Ax• SECURED SHIM SPACE SEE NOTE 3 SHEET t N a3/16•.TALPCON MIN. SEPARATION EXTERIOR INTERIOR •:' • a 3/16• TAPCON •' SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16• TAPCON SST JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETE/MASOIVRYINSTALLATION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 f a '•! 1 1/4• MIN. ERIORANDEXTERIORFINISHES.BYOTNERS. EMBEDMENT NOT SHOWN FOR CLARITY. d ' • . 2 PERIMETER ANO JOINT SEALANT BYOTNEFIS TO BE DESIGNED INACCOROANCE WITNAS7M E2112 SIGNED. 0&2Z2017 2 7/6•• MIN, 1• MIN. MI WINDOWS AND DOORS UC 111111r// SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 F;'. O4f i VERTICAL CROSS SECTION GRATZ. PA 17030 •GENSF'9s• CONCROV"4SONRYINSTAUATION SERIES 430/440 )(IX SGO *• 0 11s r i* FRAME z REINFORCED o FRAME INSTALLATIONAaz DETAILS 7 , TA OF eu FSCAA owcpg No. aar ' F•'P OR10;• 2: NTS oac 02/23/09 OBT53 Of 9 lfltE '/,NA110L RMRTOLOM"P.E. Luia R. Lomas P.E. Ia7: K000FCROROLEVVEMLENCY70?7 FL No.: 62514 as -6994dwnxsQwnuvv.mn 1D FRAMING - 4 2X BUCK BY OTHERS 010 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4• MAX. SHIM SPACE INTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION VMD FRAMING OR 2X BUCK INSTALL rOV NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYO7HERS. 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 1 3/8• MIN. EMBEDMENT 1 3/8• MIN. EMBEDMENT T'- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR ZX BUCK BY OTHERS 1/4• MAX. r SHIM SPACE Ala>yoNs R2V ccv-gw=N DATE MP11ow o A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESONO 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/13 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK 1NSTALLATOY MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX $GO 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS 011Nt•7ft tMC No. F.A. 08-00503 scot NTS *4c 02/23/09 —6 OF 9 L ROBERTO LONA.S P.E 143V nV00FOR0 RD LEmsvuE NC z,= 43640114M dbms/8ylamamr.a m SIGNED: 06/2WO17 CENSF`94p D 61 ••*=_ AT OF • a— V5i4SIONAl Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SIAS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS i1 / 2' MIN. {. EDGE DISTANCE I A! tFIIUR 11v 1 Cn1yr1 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTAuArov NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SYOTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM E2112 1/4" MAX, SHIM SPACE OR LUNG L TO BE SET IN SEO OF PROVED SEALANT I-_ 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS r1 / 4 MAX. SHIM SPACE RLVIsloni ea 00007109 are I AMWI D ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAINS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS ANO ODORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS ORAYl1: 0"a No. F.A. 08-00503 sties NTS o"R 02/23/09 —7 OF 9 L ROBERFOLOMAS P.E. 1472 WOOFORD RD LEmSvx", mC 27= 43"wom awu v"wwp,Amn SIGNED: 06IM2017 ST( r, ATT E OF ; iF OR1Cr•?: Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN, CONCRETE/ SEPARATION MASONRY BY OTHERS I' MIN. EDGE DISTANCE 1 1/4' MIN. 4 . EMBEDMENT 4' OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHIM SPACE SHEET 1 I.3/16' TAPCON EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. 1/4' MAX, EMBIEDM ENT— SHIM SPACE 1' MIN. EDGE DISTANCE ° d 3' .• MIN. SEPARATION ° LIN 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED , SEALANT .. CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAIlASONRYWSTALLATTON INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 II(VISIo" Kv oE'sown" oat A/pom A ADOED CNIIRTS 03/06/12 R.L. 6 RVASEO PER NEW TESTING 10/15/13 R.L. C ADOED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 00/05/15 R.L E REVISED INSTALLATION OETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETE/MASONRY WSTALLATION NOTES: 1, WTERIOAANO EXTERIOR FINISHES, BYOTNERS, NOT SHOWN FOR CLARITY, 2 PERWETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTAT E2112 SIGNED: 062—V2017 MI WINDOWS AND DOORS LLC 111111 rI11 650 WEST MARKET STREET S R.•Cp d i GRATZ, PA 17030 GEN's, "p SERIES 430/"0 XIX SGO 143" a 96' REINFORCED M-TATOFFLANGEINSTALLATIONDETAILS Z cF'OR10T: ' ollNnc owc wo. IiEV 08-040983 E s//,j11NAxtcNTSoac02/23/09 OF 9 11 v` LROBERTOLOMASP,E. I4txw000FOWROLE dvruENcrom 43&4 soeo9 s®rwrwlaraom Luis R. Lomas P.E. FL No.: as 1 5/8" MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP 1 1/4• MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR .r_ `- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP 1/2' MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT I 010 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK49000 FRAMING METAL STRUCTURE BY OTHERS TRIM —%., INTERIOR HOOK STRIP R1pt40t15 oescAPIION ADDED CHARTS REVISED PER NEW TESTwC ADDED FIANCE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS 1 /2' MIN. EDGE DISTANCE 10 SELF ORILLINC SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE APPROKOan 03/06/12 R.L. 10/15/13 R.L. ' 12/06/13 R.L 05/05/15 R.L 06/22/17 R.L. NOTES: I. INTERIOR AND EXTERIOR RNISNES. BY OTHERS. NOT SHOM FOR CURRY. I PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 SIGNED: 061=017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET I 95GRATZ. PA. 17030 GENSF SERIES 430/440 XIX SGO 4TAXTOt7a143" z 96" REINfORCEO. HOOK INSTALLATION DETAILS p .. F' E000' A* DRAWN.. F.A. o.'c No. 08- Nn E s/SjONAjlEav` TS gn1C 02/23/09 93 OF 9 Luis R. Lomas P.E. fl NO.: 62514FL. ROBERTO LOW" P.E. I MWOODFOROROLEWISVILLE.NC27023 w 7 Lea usiness & Professional Regulation t FLORIDA 00PARWWW OF i rM SCIS Home I Log In ( User Registration I Hot Topics Submit Surcharge Stats B Facts Publications I FBC Stag SCIS Site Map Links Search A ida r ra Product Approval_} USER: Public User R 9= Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL9174-R12 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 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 Epuiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated O1/02/2018 Date Pending FBC Approval O1/02/2018 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 II 0228-318958-P8 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supolement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD Maned.odfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - 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 lI 307494 Pll Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SURD sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0230-318960-PIO S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supolement Chart sipned.odf FL9174 R12 11 324620 P16 lamb Connection Suoo sianed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by independent Third Party: Yes 9174.4 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 1I 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 I1 324620 P16 lamb Connection SUDD sipned.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-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 1I 0234-319022-P6 S.pdf FL9174 R12 II 307494 Pll Track Supolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 II 319040 PI Post istall Instructions sianed.Ddf Design Pressure: +39.20/-43.70 FL9174 R12 lI 324620 P16 Jamb Connection SUDD sipned.odf Other: Verified By. Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sloned.odf Design Pressure: +12.40/-13.80 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-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.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 sioned.ocifImpactResistant: 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 R1Z AE WD2017-OO1RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 15120 / 9100 #0236 118' Max able width, dtop or In hei ght. Max dlate sect coon height 21". Glazing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 PI Post Istall Instructions sloned.pdfImpactResistant- Yes FL9174 R12 II 32462o P16 Jamb Connection SUDD sloned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 319040 P1 Post Istali Instructions sianed.odfImpactResistant: Yes FL9174 R12 11 324620 P16 lamb Connection Suvo sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15220/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odf 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 bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-PS S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. FL9174 R12 II 307494 P11 Track Suoplement Chart sianed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD slaned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24'. Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0602-319028-P6 S.odf FL9174 R12 H 307494 P11 Track Suoolement Chart sianed.pdf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 It 0603-319029-P6 S-od FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf FL2174 R12 11 324620 P16 Jamb Connection SUDD signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL2174 R12 lI 0604-319030-P6 S.odf FL9174 R12 lI 307494 P11 Track Suoolement Chart sianed.pdf FL9174 R12 11 319040 PI Post Istall Instructions sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0605-319031-P5 S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.odf 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 9174.17 5120/5140/6100/9100/940019600 18' Max width. 8' Max height. Max section height 24" Glazing140606availableintoporIntermediatesection. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 II 319040 PI Post )stall Instructions sianed.odfImpactResistant: No FL9174 R12 i1 324620 P16 Jamb Connection SUDD sianed.DdfDesignPressure: +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-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0609-319035-P6 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sianed.odf FI-9174 R12.11.324620_P_16Jamb Connection SUDD sloned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 40608 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-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection SUDD sioned.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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 *0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slaned.Ddf FL9174 R12 lI 324620 P16 Jamb Connection Suop sianed.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Next Contact Us :: 2601 Blair Stone Road, Tbllahassee Ft. 32399 Phone: 050-487-1024 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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 0 you are a licensee under Chapter 455, F.S., please click )yL. Product Approval Accepts: Win - 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, N L,:::4 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 I. Introduction/ Scope SON.....Thep''% No. 46718 STATE OF 4W ss/0NA1- \\.. Based on wind load test results for the F.BC 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 518/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the 'deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 Psf 25.90 / 28.80 psf 30.00 / 33.50 pst 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 318996-126 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 91T4.10 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 Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 Psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes ND, Tye, Table 1B — Doors under Evaluation 0;cENSF NO. 46718 T. STATE OF 2 ' i 'ORIDA .• ' N FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 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 OQ Table 1C — Doors under Evaluation N % I I I I I I I / / , rrENSF Nir No. 46710 O ' STATE OF tU` R P FL9174.16 FL9174.17 FL9174.18 FL9174.19 FL9174. &/ 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 15.301 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51" Edition 2014) and 61' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 Karim 1. WON-IYPAGT RESISTANT GLAZM QYa1 - AW YNIQN SSB "ZINC N MOLDED FRAMES SCREWED 13 W NOMIZ ANOLE- TOGE7HER 1BTH A MANY Or (0) /BV1' SfCgEWS INSTALLED N TOP OR INIOQEORATE SECTION (WITH at OTHOUT CECORARVE WSCRIS) WCETS UI0FOO1 STATIC 13 W FLAo ANCLE- OESIGN PRF3510E3 SOW ON THIS ORAVN0. OAZNG SMALL NAIL A MAXIMUM WI HT W 1173• AND A MAIOMUM LOGIN Or 11,75'. G ADNG O MOT IMPACT If W YIN IT=- nmrANr AND ODES MOT IIEET THE REG M94013 FOR TRACK Wro-SODS ClOW REGIONS 3/14, Z. OOAcr Rm;ANT C(Aam OPTION - IMPACT LAC RESISTANT CLAZWG SYSTEM MAY BE INSTALLED N TCR MN 3 AS OR INTERMEDIATE SECTION (WTH OR IMIHOUI OECORATIVE 1011)" IUSENTS1 GLAZING SMALL BE 1/•• WMROAR-AR III W WIN VERY - AOL ALE CR EOUAA. KAAV C SMALL HALE A TRACK HAKI M HEIGHT OF 1521' ARID A MA)OMN tSCTH OF 30.0I•. GLAZING O IMPACT RESISTANT AND OOES MEET THE REQUIREMENTS FOR WNA-BORNE CEO" REaa1S S/feVl-0/B• LAG — SEE OETAL E ON SLEET 2 FOR AMISLY DETAILS SGEM AT EAW GLAZED SECTION REQUIRES RpMOR IEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON LIPPER INTEGRAL W (SEE OEM 0 SHEET 2). 10 W J-3TRUT SOREVED m LOOKS 1/h2O!/IB' TRACL- 411TECRAL RIO OF SM14M AND OPERATOR STILE TO ME BOLT AND 1 h20 HEX FACTORY INSTALL ED. OarAuS SHALL FIELD NRALL (1) IMPIT AT EACH .A JANB 1 4-14a7//1' SELF DALLNG CRIMPTITE SCREW TO ATTACH BRACKET LOCATION 1 E J-STmT TO THE INTEGRAL RA AND OPERATOR SRE AT THE CENIVILINE OF THE DOOR PER OVAL F ON S CT 2. 3, ANTI OR WOOD OOORR STOP NAMED A MAXIMUM OF e• O C. MUST OVERLAP TOP AND BOTN ENDS OF PANELS IIOYUY 7/19• TO MEET TIEBACK PRCSRIRES MET LOCK RICE LOOC. OR OPERATOR REQURCO. IS W sTIFFOEP 1 SECTION STALL BE CO STRUCTEO IMTH FOAMED N JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE STAI0.OILE FOR BOMOfL TO 30 W WHOM FACER STEEL APO A CHARITY. LOCATION. IOLILAMINATE BACEA ON 32 W STEELSACKOR. END AND TYPE W To HALE A WBMVY 1.1. OmTH. 4 THE DESIGN OF THE SLIPPEINTNO STRUCTURAL KEY LOCK OR SLIDE LOCH, CA EPts SHALL BE THE NEW09MUTV OF THE BOTH (Nor PIROESSONAL of RECORD FOR THE BUILDING ON WEIEOOREOIMTN TOM 91RUCMIE AMC N ACOOROANCE WIN CURRENT BUOMONG SEE NOTE •1. RIDE C00ES FOR THE LOADS LISTED ON THIS DRAVOM LOOP 1m FOR 7. DOOR AAIe TO BE HONINIR" Rue STRUCTURAL GRACE LINGER REFER TO Aug CONNECTION SUPPLO ENT FOR WUawMMUOCRff.'_ <• S SATTACWENTTOSUPPORTINGSIRUMBE. r 2 FOR u-BAIT LOhLT1O/3 a LOWER OPTION - .OHO• a mW LOUVERS N MOWED ON oI I - WITH on" SECTION QUANTITIES ANDFRAMESSO{EWD TOGEMOI WTH A IRONY OF (e) SEE NOTES I AND 2 ONBVt• 51riEV9 INSTALLED IN THE BOTTOM SECTION. THIS 9MEEr FOR GLADNIGLOUVERSARENOT "PACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR YCO-BORNE am= REGIONS OPTIONS' IOWEREO MON REOUM OPERATOR STBE TO BErnATUlmPJNTFNYTAPUX1N1d1. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE NEGIR IBNQRM Loom EACH JAMB Vw le'-0• ALL 07.} -}30.s is-o• All HM -201A IT-0' ALL 133.4-1 e IE-o• ALL Ins -u•.o II1E11111f1f//JALSINEJKO ''% y P••' <<cE¢IEss'R'j No. T7t79e5 *: AO STATE ORAL 046tr1aYlDdlhll Ar Hsr mRAIrV IIOAD IEe 1ADP.Oo RR nMlIIKII7eO PROO$ GM Oman REAL MOYae ONLY To moww' TIm II MALL" NXIM11wnm ocu" NOTE ON SHEET Ut INSTALLATION CA END CAP III CA 01 AOIEREO SO OR ;;: / iA-ac EN TYPE AT ENO CMS A" BOTIDN RETAINER. CAKE AND ADDED LOUYTR OPTION. CHAFICIED SIMI" LIENmr1CADOI NEmm FROM COLORED PAINT To STAMPED INMBEI. GILT 3/B/OI PS AWED SUPCRIMPQM 061GN PRESSURE WAO$ am RPPPORTNO STRUCTURE AND CLARIFIED WHIM OF FASTENERS AND CENTER FENCES RECUM FOR HIAWAS13R DOOR VICTIM Me 5A0/Oe Pe ADDED IMPACTREMANCE TO _ ADO® MODEL e1Gl MODIFIED 1101E a TO STATE THAT LOUVERS ARE NOT IMPACT RESIRANT. ORT e/B/07 P7 YOOiED JAMB BRACKET SCHEDULE FOR FAT OPTION. AMOCO UGI J TRACK DETAIL SEEP 2. T GIfT 4/17/0e AIM2 PI AOOEO IMPACT UPOAI[ D MILE CRT 0/36/10 PIG 013132e ADDED 160. AND Pat jolor N/TES REQUIRED DOOR Mg0DASGREATER THAN CSBA«M IT-O-. ( 3) CENTER HINGES PER JOINT REOUNEO ON DOOR WIG" LESS THAN O1 EOVAL TO IT-0•. JAMS BRACKET SWOULE COOK NOOK M0. OF SECTIONS epACREisEACH JA1eTRACKTYPE BRACKETSMEASURED OWN BOTTOM OF TRACK ( AL OIM[NSRON3 A: 2-1 T e a a l a. 25-1 a 34a 14OI a o B FAT a . 10 a 71- • a , 22-3 • a • a e -1 a 0' 3 e a a I a a ]• a 47-1 • a 3I• JB a a. 73a E4 3 S FAT a 1 a 21-3 •' a. 29-3 •• a •e a 37-1 •' a ea a 7'S-1 a e-O• UFr Vial SEE NOTE BELOW FOLLOWIO DIMENSION OENOIES SLOTTED JAMB BRACKET ATTACHED To TRACK Wm 1/4-2DR9/I4' TRACK BOLT APO NUT. rOLOWNG aimamoN KNOT" OVICR INSTALL JANB BRACKET NRALLEO N BUTTERFLY SLOT. MO ADDITIONAL HARDWARE MIXING TO ATTACH TO DMCK. DOORS IMTH NIGH LIFT. ROOF PIfOL AM/DR GREATER MAN e' IN TEIGNT MEMIRE VSC OF CONTINUOUS WALL ANQL SR SLPPLO"ENT TRACK OIART FOR OCTAL& STATIC PRESSLWf RAiWCS APPROVED s' zes SCALE: R.T.S. SIZE: A Wayne OESION PSF: r2180/-26. 80 MAX VO1H: 18'-0• DATE NAME TEST (PSf *31L03 -43.20 wPACT/CYOUC 1 T"pGHT: 1i'-I' CRAY91 3/8/00 CRT Dalton. RATED YES/NO. YES IMAX SECTION HEIGHT. 21' EO 4/8/06 1 YRB T IA GARAGE D 00 R $ MODELS 5120/9100/9605 SHEET 1 OF 2 GIVING" Oi OERIEAO oom ow ORAVCNG PART N0. REV. FKNwSACGIA CAOCISONA 37}1• MNOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 Sao n 13 CIA ADJUSTABLE TOP PLACE u-BM OVER NIEORAL PIB 13 W AOAISTAOIE FIXTURE ATTACHED TO AWM TNC( PRE-WNOICD HOLES ' ' 1 HOLES EAKYI ENO FAONO WItARO TO R BOTTOM OF U-BAR• AND ATTACH THRU 040 CAP AT VAINCRIMP SNYiEWS SEIf OWUINO P TE SCpEWS 1 FOR STANDARD TRACK AND (3) e 1/.-I a7/B' Sk1F COMING L7OMPTfTE SCEM FOR LOW HEADROOMMEUSED m3OTBHCECH • • TDE AALABRA AS 9011' LOW HEADROOM TRACK 13 GA ROLLER SLIDE ATTACHED m u- ORAL OPEN INTEGRAL RIB WIN IQ NTHS3EwH0M1oLE )N S{pE 70 [NSU7EO UPWARD /WO ATTACK THIN END USEHOLES EACH END FRE- PVHCMW HOLE/SS IN lop OF U-BAITTHEri- E.", FROMMOMENTOFROLLMT EACH ENO VAIN 7 1 107/f'RIUIMO CFAOMTE IS OA H DICE ATTACHED WITH ( A)1/4-14O/f• /THE TION' U-BAR PLACED OVER TOP SCCitON9MLLILLYapINTITE SCREWS (3 or IWCI ARE FACTORY ENO w1N (1 1 1-Lh7/ SELF OFJLLOIC ATTACHED) CRIMPDTE SCKiEM LOCATED ON THE BOTTOM FLANGE OF RE W4M E m Z' MELON SfORPHCAID INSTALL SOVIS AT THE ENDSGErTT ROLLER VAIN WBAR6. ALL U-SANS SMALL BE STEM s INSTALLED ON SECTIONS LABOR TO INSTALLEDOfSTALUNOROLLERAIDESA140TOPFIXTURE ON THE U-BARS. SEE DOSCHSMUT. ATTAMENT NOTESONIfCIA / ONOC ATTACHED U-MINTEGRAL 90 DBATTACHVEIN (f) 1/4-ZW/b' CROOPea SCREWS ( 3 OF MTN (3) 1/4-IDI NOOK ARE FACTORY CIMPTITE SCREWS TNRU PIK-PUNCHTD HOLES AT ATTACHED. 3 OF WHICH EACH IMKRMEBIATE MINCE ME I = INSTALLED IRO LOCAIICI (t TlBIU FLANGE TOP LEAF. AND 1 OF OF ll'% AZ BOTTOM NUCH C FIELD INSTALLED HOME REAP AMD 1 THOD THIN PRE- PVRNCHEO HOLE WEB OF U-BM A" IN U- DETAIL C INTEGRAL Ii OF SECTION) t3 CA BOTTOM BRACKET FACTORY ATTACHED VAIN ' e PUCE U-BAR OVER INTEGRAL PLOT WIN 3 1 E1N. ft NOTION cowl m CLEAR BOTTOM BRACKET AND ATTACH THIN 00 W AT EACH INN WIN (1) 1/.-147/f• SELF ORLLDIO GROIP IE SMEW AS TOR IMPACT RESISTANEE, SHOVAI ANO OSE_(I) 1/4-14 7/0• SERF THE BOTIDMBRACKET MOST BE S NEWEO TO THE BOTTOM OIIWMC CDIPT SCREW ACROSS GOTTOM of THE BOTTOM (-BAN AT BAR NTH EACH PRE -PUNCHED HOE AT MY 7) I A-gg S DETAIL HINGE LOCATION. USE (1) 3/f• I SEE IMPACT BOTTOM BRACKET 01=03 MITE SCREWATALLOMEPRE -PUNCHED HOLE LOCATIONS, DETAIL DIMS SKEET. III yNE J Ko oya? 'ocE Esit No. 71945 jr 0% STATEG ; (( AQ,: FS '......... Ci% ONAI A'? III OYWL 1 IIDIM>K R K ONAAY RO.O IPO FIfIPIT 0RI .1it PCNAIIT7TYfPINFISSINAIwmlmaTIAL FWD.Om GILT FOR MOVATOR OF UMMUP OPN111WI MOON 091" MN STADLES3 WI IN STAINLESS . BACKED RUBBER WASHERS 3-1/Y O.0 MAX 1/f• IIEAO GE / ' SRUCTURA lnwcnuAL AT3R SIE6 wiA - I DETAIL E I401on USED ONLY ON IMPACT NIlAIIO RC110N - 11 u FtOMFKHRKiYEM BRACKET ATTACMED VAIN () H/hIM, 7/6• C WPTITE 9ORCWIS ( ETHROWN B BR BOTH u- BAR) O• DETAIL G 1 1 -e7 Y SELF DRR1IN0 CRINPTITE ATIA1 LDE OFDOORTIMA -STRUT 6t OPERATOR BRACT. N>m J-SIOIT • SCREWONLY REW REO CH Z1 OLAUD SECTIO/ 5 SEE NOTE DETAIL E ATTACH BOTTOM BRACKET To BOTTOM U-OM NTH (3) e 11//4-147 ' SEIp OWLLINOIMPACT BOTTOM BRAQ(ET INTEGRAL PIGS AS SHOWN PS ADDED a IEasrAFHGE I l DOORS HS srRCA, MODIFIED f STA71C THAT LOCATED OVEN ARE NOT IN INTEWAL MISS AS RESISTANT. SHOWN CRT f/f/w P7 MOBPEO U-BA! ATTACHMTNT NARK 1. ALL U-BARS SMALL BE PLACED OVER INTEGRAL RW AND ATTACMEO THpU PPE-PVMCHm HOLES VAIN (3) 1/.-IW/6' COMM SCREWS AT EACH INTERMEDIATE FENGE LOCATION. (7) 1/.-147/6• SELF ORLLLING CPIYPDIE SCREWS AT EACH ENO CAP (OKGEFT BOTH U-OA93 ON BCTIGN =I= - SEE CIE LuI B NO 0 THIS (3) I/r14O/6. OINPTITE SCKI59 MPILOQ11AT6Y 1W1EAY fEi OH EHO OF BOOR AHD INTERMEDIATE ONCE WCATKC/. AND (1) 1/h14 1W GWPTIlE SCREW APPROXIMATELY O• FROM EACH 04 FOR DOOR WIDTHS ORGATER THAN Ni!- O'. THPRE SMALL BE A TOTAL OP (30) SCREWS AlI- 0 EACH V-BM INCEPT ODIN V-BARS ON BOTTOM SECTION SMALL HAIL A .1 6 06) SCREWS EACH. FOR ODOR AUODKS LESS MAN OR EQUAL TO THEME 91ALL BE A TOTAL OF (16) SCREWS ATTACONO EACH U-BNI EXCEPT BOTH V-SARS ON BOTTOM SECTION NOT-STRUCTMAL. DECORATIVE SMALL HAVE A TOTAL Of ( IA) SCREWS EKTL OUTER WIDOW TRW L tlM THE EXCEPTION Of THE (f) PRE-PUMMEO MOLE? N Cl/4' POLYCNBpVATE THE TOP OF EACH ENO VSED POT ATTACHMENT OF ME ROLLER SDES AID PU THE ((6) PRE-HOROfD HOLESINTHEBOTTOM EACH ETDUSEDFORMEATTACHMENT GE THE TOP POCNRE AND UNLESS NOTED OTHERWISE ON DO SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-SARS SMALL BE ATTACHED TO THE 000R W1TH 1/ 4-140/B• CVMPTITE SCEWR 3. 16 CA U-SARS SMALL BE STAMPED -M. AKRGDMATELY f' FROM EACH FRO. STATIC PRESSURE RATINGS APTAROV DWON (PSF) 1 f33A0 -ZABO MAX % QOTM: Wayne IMPS C RATma 40 YESMAAXX SECTION Dalton. GARAGE DOORSMODELS 5120/9100/960! WINDLOAD SPECIFlCATION OPTION CODE 0230 gLuq l V-1'. ADDED HIGH I AM ROOF PITCH CN NOTE 7/ZZ/OB UPDATED TITLE IRA 1/3P/lo fA3i53f MD 1p05. AND IEET 2 OF 2 ENO PART N0. REV. 318960 P10 14" MAX 12" MAX 2" MAX I I 12" "** /" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. O"AWS A KORNMR, PC IY ROAD457% 000NISO MINT NOTE. ONTO FL PC 7"43 TX K 117UB PROFMCNAL INZWS SEAL PROVOEO ONLY FOR VEROICATION OF %91010M7 OONSIM=GN OETJ PLATE LOCATION HEOULE 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- 13 GA MIN CONTINUOUS WALL ANGLE 1111111111/// No : y 784g _ 0 OT •' . SATE OF • 0 7 NAL ENG`• 7 kCK 1 / 4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT 1) 1 /4"- 20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOOR WIDTH MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF -52.0 PSF 18'- 0" 46.0 PSF/-52.0 PSF May e PADatton. A3800®Rs 3395 ADOISON DRIVE PEN 8 TRACKSUPPLEMENTCHART74-91809A032314 TL- CUPS-TEXAS ANGLE 12 FOOT MO 6/ 11/03 IPOATED FORMAT. USED ALLOWABLE MURES TO 00/- 5200 PSF FOR DOOR VAOTHS 1GE0 ' TEXAS WALL E• TO 'CONTINUOUS ANGLE•. ADDED ITRATE MOUNTING IL. GANGED TO OVERLAY I 5/ 21/07 UPDATED MODELS Rio IN CHARTS. IATEO SPLICE A CLIP IEDULES 9/ 06/07 UPDATE MOUNTING All. ORAVIINGS. 10/ OS/07 S TO OF04/ 11/05 ANDED 1-1/2• TO 0• DOOR THICKNESS RT UP TO IT HIGH. 12/ 11/00 UPDATED TITLE 0/ 2/10 UPDATED TITLE K. REMOVED CHART. 11/ 15/13 UPDATED TITLE x 5/ 15/17 SHEET 1 Of 2 DRA" NG PART 110, REV, 307494 P11 2 3/4" t 1' REVISIONS 2 INCH EDGE DIST TRACX-CLIPS-TEXAS wAu ANGLE 12 FOOT UPDATED 1 8 2-24 6Pd 6/11/03 E60XX MIN. 1 /8 2-24 P3 UPDATED FORMAT. CRC ALLOWABLE PRESSURES TO way-32.00 PSF FOR MIN 3/16" THICK AU. DOOR VaOTM& TEXAS STEEL FOR MOUNTIN Maul CHANGED 5/16" x 1-5/8' WALL ANGLE WALLSMSANGLC. ADDINGSTRATEMOUNTING LAG SCREW OR DETAILMOANCHOGED RS EQUIVALENT INTO CRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLI PADDEDMMM°OODEELS 0800T' SPF (G=0.42) OR _ _ AND 8024 WITH OVERLAY BETTER AT EACH 1/4-20x9/16" CUPAOULL HOLE OR PAIR OF TRACK BOLT AND CRT 6/21/07 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE & CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHOLP OULM07 2 3/4" OPTIONAL: WALL ANGLE MAY BE TINGN`DOARA CC& MIN EDGE DIST ATTACHED TO SUPPORTING STEEL on 1O/w/°7 a WITH MIN. (1) 1/4-20x7/8" SELF 71UPDATED USE DRILLING SCREW WITH 1" O.D. E /6 CUP aEPLACED WASHER AT EACH HOLE OR PAIR OF e6uto) Ross THE HOLE LOCATIONS IN LIEU OF WELDING LP 10/21/07 d•. P6 UPDATED STEEL MOUNTING OETAIL MR6 04/11/08 PO EXPANDED 1-1/2• TO a4 ' •.• IKKNESS CHART TOUP 1TM' MIQI GRT 12/11/03 P10 ADDED MODEL 6700. 3/8" SIMPSON TITEN HD, UPDATED QRT 6/2/10TIRE eloa 2-3/4- MIN EMBED INTO P11 UPDATED TITLE MIN 2000 PSI CONCRETE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR CRT n/19/13 OF HOLE LOCATIONS P12 UPDATED TITLE WALL ANGLE \•NE J KQ Esc 6/ IS/17 n., 1/4-20x9/16" P. ••......••• TRACK BOLT AND •. y/ LICENSE CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT Q: •.kp. TRACK CLIP * : No. 77945 STq>F OF p S/oNAL ENG• J I Wayne/ OATS I NAME DRAWN /21/07 ORS Orr M 1 Kd1N91, PE 4"4 COUMW ROM 190UNTf Dalton. GARAGE 0 0 0 R S CHECKED 8/21/07 MR9 SHEET 2 OF 2 PC. 1roam n PE 771143 TX PE 117q9 3395 AOOISON DRIVE DRAWING PART N0. REV. P OMCAM= GMMOA CO PRONOEO KT POA RofWaAa1noucsacKST "EO OLY r TRACK SUPPLEMENT CHART PENSACOLA, FLORIDA932314 DSO) 4 FL IDA 1 307494 P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 11111111///// P. • o cENs ti N0.77945 S' STATE OF . FS ' F<ORION SZONAL 10\\\\ \• YININUN br6 /y 3.v/J SOUTHERN POLE 0WA1Ti A XORNO 1. PE 4374 COUMY ROAO IOU MOUNT IRWC OMKI rZ PE 77M fY PE 1086 PRQFCM NAL 092NEM SEAL I'MY010 MY FOR VDCHraBON Or MADLOAO OMCSIRUCIIOK OETARL 6' MAX MAKMUMSPACING G' MAX SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEM& FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2a4 STRUCTURAL CRADE LUMBER FOR DOOR M ,T ATTACHMENT TO WOOD SUBSTRATE OR MINDUM 2K6 FOR ATTACMEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. LOCH 2-3/4' J 2) 3/8' SMPSON 11TEN NO SCREW ANCHOR WITH A 1 1 4' WASNEA AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAIL I NO., 2500 PSI CONCRETIE B4IE MAXMU OESICH LOAD CAPACITY OF 2003 LOS DOOR WIDTH MINIMUM 216 //7 HEADER LOCKSOUTHERNFORJACKET LUMBE 4' a• 4' 4) 3/6' SMPSON T1TEM NO SCREW ANCHOR WITH A 1-1 4' WASHER AND A MINIMUM EMBEDY DEPTH GF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4. DEIffi1L 2. MINWUN 7000 P9 (.7tpUT fIIIT tlaU MOTE' MAIGM1M DESIGN LOAD CAPACITY OF 2400 LOS. REVISIONS P17 UPDATED TITLE BLOCK ESC 0/15/17 MINIMUM 2a6 /] 9. HEADER LOCK SOUTHERN PINE BRACKET LUMBER. a' a• 1-1/2' a) 3/6DIA. LAC SCREWS WITH 1-1 4. OA. WASHERS. LAC SMALL HAVE A MINIMUM PENETRATION OF 1- 9 INTO THE MAIN SUPPORT MEMBER. QEINL. l YA7 WM GN LOAD CAPACITY OF 2430 LOS SHEET 1 OF 2 emircacra JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 011 KORN9L PE v5 CU OYMIY ROADIWYOIOrt "VE ONO R PE 77la! TX R 1115{11 PRW MGNAL O .N'NOMSSEAL PROVIDED CWT FOR MMCATIOR OF OWDLOAD OOKSIRUCDW ORALS MIN 2500 PSI CONCRETE H03E: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE OES" LOAD OF THE STRUCTURE DESIGN 2 3 s' OF SUPPORTINC STRUCTURE SMALL EO qS BE THE SORE RESPONSIBILITY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE t 4. 3/ 6' SIMPSON J... 2- 3/ 4' MIN EMB' BETIVEEN JABRACKETLOCAJAMBBRACKET I/4- 20a9/IBTRACKOLTA 1/4- 20 ME)( N TRACK dRFC. T CONCifFTF YOIIMTNO OFTMI r1• KERN ''. Q . We 77945 OF • it •'• FLOR OA'•` S/ONAL5120 YIN 2 4 SF'F (G.0.42) OR BETTER WALL STUD HM MAX ALLOWABLE FASTENER LOAD YAY 0=0 THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPOHSBIUTY Of. THE PROFESSIONAL DF RECORD FOR THE STRUCTURE - 5/15- LAC SCREW 1RTM 1-9/ 32' E/Y BE))O NCENTER OF uwe BRAt3GFT La cAnoN1 JAMB BRACKET 1 4- 204/14 TRACK BOLT AND 1/4- 20 ME% NU TRACK OIRF[: T YM7M Md1YnN0 OFT411 MAY 420 La PER L4E F1cTFNFR SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS Piz UPDATED TITLE BLOCK ESC 6/ 15/17 . DRAWING PART NO. REV. 324620 IP16 I 1/2/E018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats d Facts p r w Product Approval z USER: Public User n i Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Publications FBC Staff SCIS Site Map Links Sear. Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative ) Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 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 Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden E Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/1.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 r'Yr7 ..`.'T_'ri'] Sections from the Code hnps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1 /2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 u o* or FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.adf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWDOl1 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.adf Created by Independent Third Party: Yes Back ,Nzi The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: 0 ®M gR C Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIREOAT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OEPICTEO 6 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTµL INDIVIDUAL INSTALLATION ANCHOR$ WITHIN A TOLERANCE OF sIn INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM µLOWA6U SHIM STACK TO BE 3RI INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS, SNIM(SI SMALL BE CONSTRUCTED Of NIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USE 116 WO00 SCREWS OR 11 GAUGE ROOFING NAILS OR IOC COMMON NAILS OF3W_RMT&T LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/5' EDGE DISTANCE. 4 FIN INSTALLATION: FOR INSTALLATION INTO METAL STUO USE ro SELF -TAPPING SCREWS, Of SVfFIC1ENT LENGTH TO ACHIEVE A MUNIMUMOF 3 N N N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN.3/S'EOGEOOTANCL I. THROUGH FRAME INSTALLATIWE FOR INSTALLATION INTO W000 FRAMING USE PIOWOOOSCREWSOF$UfF10ENTLENGTIHTOA04IEVE 1.1/2WCM MINIMUM EMBEO INTO W000 SUBSTRATE. I. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX SLJOL TO CONCRMMASONRY, OR DIRECTLY INTO CONCI MMASONRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFACIENT LENGTH TO ACNIEVE 1.1N INCH MINIMUM EMBEOMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' COG( DISTANCE. I. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM O NNEAOS N RATION BEYOND METAL WALL• 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 6UGS HL56 INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. LI. INSTALLATION AN0ORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE. BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HERON 6 DESIGNED AND MANUFACTURED TO COMPLY WITNTHE 6TH COMO" FLORIDA BUILDING CODE (FKL OCCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WOMA/CSA 101/J.S.2/AAHO.OB/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASOHRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING AFPUEO PRODUCT LOA0$ TO THE FOUNDATION IS THE RESPONMUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL 6E DESIGNED AND ANCHORED AS SPECIFIED HEREIN REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. A. THE INSTALLATION OETARS OCSCRJKO HERON ARE GENERIC AND 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 ARCHRECT SHALL PREPARE STE SPECIFIC DOCUMENTS FOR USE WITH INS DOCUMENT IN NON•NVMZ AREAS. IN HVHQ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINEO FROM MINMMME RER OR AH. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REWIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC U. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. 00 NOT INSTALL 7. IN ACCORDANCE WITH THE GTN EDITION RC, w0O0 INSTALLATION ANCHORS INTO MORTAR JOINTS. CDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SWELL OF CR SPlµl BE OF A DURABLE SPECIES AS DINNED IN BLOCK. CHTER 23. . 13. INSTALLATION AN010RS SIHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR R GLASS MEETS TINE REQUIREMENTS OF ASTM E I= MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE GLASS=S, SEE SWEET 6$ORGLALNG0ETAILS. VSEO IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD -MINIMUM SPECIFIC GRAVITY OFO.SS. 6. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT-FILLLO CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2OW PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 SL E. STEEL - MINIMUM YIELD STRENGTH OF 33 a. MINIMUM WALL THICKNESS OF 47.8 MIL (0.077r or 18 GAUGES. MIN. In- COG( DISTANCE. F ALUMINUM- MINIMUM ALLOY 6063-M MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EOGE OISTANCE. TAKE OF CONTENTS SHEET REVISION SHEET OESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS A VERTICAL 6 HORIZONTAL SECTIONS CNAIX FEN) 5 VERTICAL 6 HORIZONTAL SECTIONS (TF6IOU6w FRAME) 6 HORIZONTAL SECTIONS. SUCK 17,15TµL.ATION, 6 GLAZING OETATL MAX OVERALL SIZE comm. FRESSUAE SIGN M255IL.E IMPACTRATINGWIDTHw"6HHT 36% 4. O/X 35 / •35 SF NON IMPACT 3r 66' O/X 50/-50PSF NON IMPACT 315' 74' O/X 50 / -50 PSF NON IMPACT 36' 7r O/X 35 / 45 PSF NON IA PACT M• 62, O/X 50 / -50 PSF NON IMPACT 46' 7r O/X 35 / -35 PSF NON IMPACT AB' or 0/x 20 / -20 PSF NON IMPACT 5r 7r O/X 25 / -25 PSF NON IMPACT 36' 63.7r 0/X (ORTEL) 35 / •35 PSF NON IMPACT 46' w O/X (l7RTQ) 20 / -20 PSF NON IMPACT 7r 6r O/X-O/X 35 / -35 PSF NON IAAPACT 7r 64' O/X-O/X 35 /-35 FSF NON IMPACT 76' 6r O/X-O/X 50 / -50 PSF NON LAWACT 7w 7r O/XO/X 50 / -50 PSF NON IMPACT 76, 7T O/XO/X 25 / -25 PSF NON IMPACT SO' 74' O/XO/X 35 / -35 PSF NON IMPACT 96' 74' 0/XO/X 30 / .30 PSF NON IMPACT OS' 6r O/XO/XO/X 50 / -50 PSF NON 3MPACT tOS' 72' O/X-O/X-O/X 50 / •50 PSF NON IMPACT IDS' 6A1' O/X-O/X-O/X 25 / •25 PSF NON IMPACT OIIlldY aymC 6y Ko F. "Wo. P.E. po=v:' 0m4010v"B""°""""" FL#: FL19715Oaq:2017.0&13 16:11AB L100' rSilverl n(t 197Andersen 1........ o.s 0r4 f6v01 zKCAIYF o.TH AwNswat w aAFa 1%D'+71 US•10P6 IO$I Ivx 2I OF 6 MAX HEIGi MAX HEIG MAX FRAME wIOTH 4e' a EF<tlt 4 F 3 4 FRAME iT 96' X' ELEVATION SINGLE NONG WINDOW MAX FRAME WIDTH 96' e e• 3 f F s _ 3 4 7 4 FRAME 4T 74' X' A O 4 s ELEVATION rAnN SINGLE HUNG. W WDOW QUALIFIED CONFIGURATIONS ARCH TOP CONNGORATIONS FW ALL 2101a501 RATINGS, SINGLE OMIT CONiIGORATONS QUALIFIED CONFIGURATIONS A-T. OONpGORAT —FOR ALL 250 AM RATINGS, TWIN UNITCONFIGUUTIONS F s c 4 MAX FRAME HEIGHT W MAX HEIG MAX FRAME WIDTH 4a' a E 4 3 F s a FRAME IT 96' X' vv ELEVATION SINGLE NONG oRIELwINDOW MAX FRAME wIpTH 10a' 6 E 4 3 N Imj 10 f s c i s ELEVATION TRO SINGLE HUNG WINDOW SilverUne rlydeTxn ti. 00v., oo o.• 04 SUVIAVA aTK Nan. aascvna,Nrarwt wccna4a 000 V) Z H H W a! F Idol lv=INZ I W0002 T: 2 of 6 CORNERS I 11 MAX FROM O.C. 3111111iT Ir MAX O.C. r MAX FROM CORNERS T NOTF. w•. T'WTT1.t0 lOM Swtl K NnOgKD 4 t ' OC T.EAO.74Y..up !aa ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW r MAXFROM 4 Vr MAX CORNERS O.C. 4 1/r O: 2' MAX FROM CORNERS FROM 20' MAX CORNERS O.C. 6' MAX FROM CORNERS 1 r 20• MAX O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 U 6' FROM CORNERS l 4 1/2' MAX. r-- O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 12 3 O. MAX o.C, IFEll NI.N- r MAX FROM 6' MAXCORNERSr— O.C. 1` MAX FROM CORNERS 6' MAX FROM CORNERS MINIM i 1 0 OMOAX ANCHOR LAYOUT NAIL FIN - TRIFLE SINGLE HUNG WINDOW I I Ir MAX. O.C. E I 107 I1LElmollis ANCHOR STRAP FROMP/N 50.2995-2 CORNERSSEESHEET5FORDETAILS 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 WINDOW SilverLime 1,?AIIdcfsCI1 am ULYlavt OUK NOM1410 M1w730w w ITatl.nmo m M1 81- M {may }$( Ord w_ z h u= Z Q u m Z N W < dCao CL 0 0 I- ca J v1 O O m H da Z UJ w 0 m9 T•— r-. M C N J X X V 2 o V in OW6 u SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY 1 1/Z' MIN.BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX .., e • • . WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. EDGE GIST. us W000 SCREW INSTALLATION ANCHOR ... EXTERIOR F3TIISH BY OTHERS "fx 1/+• MAX. PERIMETER \ SHIM SPACE SEALANT / BY OTHERS / UNIT HEIGHT EXTERIOR A 17JTERIOR SEE GLAZING OETAV- SHUT g VERTICAL SECTION 4 NEAO-2XWOOD BUCK NAIL FIN SEE GLAZING DETAIL. $ MEET 6 EXTERIOR INTERIOR O. A. UNIT HEIGHT PERIMETER / \ SEALANT BY OTHERS 1/+' MAX. EXTERIOR FINISH w SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR are, MIN. j WOOD BUCK BY OTHERS ' EDGE DIST. SEE 5HEET 6 FO p• '. CONNECTIONDETAILS •' a .• • CAULK BETWEEN a, CONCRETES MASONRY 7NCRETE/ MASONRY 6 ZX 11/r MM By WOOD BUCK BY OTHERS I EMBEDMENT VERTICAL SECTION Q SILL • 2X WOOD BUCK NAIL FIN SilverLine g7ll o c:0.v[4WB Wuvc Nam WN4% 4wo"W nr lrxl.naao vm v+• MAX j MIN. 3/8• EOGE DISTANCE HIM IF— 7K o SSPACE ` Z d d 33R gm- Q n• J99 pv- SASH REINFORCIW6 Z o W 2 W a SEESHEET 6 FOR REQUIREMENTS MIN, 3 THREADS umi' Z < A A p -c Wm ? SEE GLnaN6 ' PENETRATION BEYOND " W C m .. 2 cc DETAIL SHEET 6 METAL STRUCTURE p m as iii htINTERIORa$ GR. 5 SELF -TAPPING SCREW d a INSTALLATION ANCHORMETALSTUD BY OTHERS. R" SEE SHEET 1 INSTALLATION NOTE 14 p o m J EXTERIOR FINISH BY OTHERS EXTERIOR ••PERIMETER SEALANT 0 0 BY OTHERS O v O.A. lip m UNIT F.. d Z WIDTH OLuO p HORIZONTAL SECTION 4 0 JAMB - MITAI, STUD NAIL FIN rn- **v- - a N IIIII t1t AA` m co ca N DN iU. VZ DWG V: 5 W 0002 SHEET: A OF 6 4 10 WOOD SCREW--1 INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS f ' CAULK BETWEEN CONCRETE/MASONRY BY OTHERS ':.'.'........ . EXTERIOR FINISH ..... 3/4• MIN, EDGE DISTANCE 2X WOOD BUCK/STVD BY OTHERS SEE SHEET 6 FOR v4• MAX. CONNECTION DETAILS SHIM SPACE a SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 6LA7SNG 11/2' Milt' DETAIL SHEET 6 EMBEDMENT INTERIOR 1 PERIMETER SEALANT _ , SH MAX SHIM SPACE BY OTHEQS / O.A. EXTERIOR ( / INTERIOR UNIT HEI6HT I SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION 5 HEAO.2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 IEXTERIOR O.A. UNIT HEI6MT PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50.2995.21• DETAIL AT RIGHT FOR INSTALL. REQ. v4' MAX, r SHIM SPACE EXTERIOR FINISH \ BY OTHERS a •.. 1 v4• MIN EMBEDMENTa PRECAST SILL ! a BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR 4 f3/4' EDGE DISTANCE p VERTICAL SECTION S SIM-CONCRETE/MASONRY THROUGH FRAME EXTERIOR 0.& UNIT WIDTH MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2• E06E DISTANCE 410 GR 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 5 JAMS - METAL TU8E/ST000RAPPROVED MULLION THROUGH FRAME S) 014 PANCAKE HERO SCREWS FROM STRAP TO 4.0000 4,0000 FRAME, HOLES PROVIDED 2 0000 2 0000 TOACCOMOOATE114OIA. 0. 500 0. 0620 0 ) 4.0020 2. 37SO 0. 7500(2) 3.0000(2) 6.' INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIX 1-3/4• EDGE DISTANCE, B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-ORIUlNG 5MWS, GR. 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. SI VAn 11w vvwm IN a[ sataut o tv6 wetM rrcnccw allot apssl• AiaaO t! X 3 7 O < g w_ W S L"' S•W V s J „ ~• < W y W V m m n l Z a y j mpZ $ k G . o Yn- - 4r-., I mw 10 a3 = hZ s aOWG #: SW0002 SHEET. 5 OF 6 NOTE: SilbA AlGLAZING GLAZING REQ M SMALLM84T COMPLY WITH SAFETY GLAZING REQUIREMENTSg7ll OUTLINEDINCURRENTFBCANDASTME1300 . GLASS LOAD RESISTANCE. .,,•v •. •••. INTERIOR of acvcau<aM woan, 6"tNu . w aaoe 5/ 8' per. I.6.6LA55 INTERIOR On^S EXTERIOR / \ INTERIOR ry 3 a L SMALL' FRAME 'LARGE' FRAME I O MIN. GLASS ,Wir C m ••• REINFORCING EXTERIOR REINFORCING BITE V2' ` g i - a Z i_ SEEBELOWFORRE[NF. SEE BELOW FOR REINF. \ O / — h = w v a e REQUIREMENTSREQUIREMENTS1/8' SETTING BLOCK, / VERTICAL SECTION H HORIZONTAL SECTION 6 INTERMEDIATE FRAME MUUM GLAZING DETAIL 1 0 T VI m J v J I. ALUMINUM SASH REINFORCING NOTE: O 1 LOCATION Of BUCK OR WINDOW ANCHORS MAY BE ~ 0 ISREQUIRED40X2.( /X) THE IO PRESSURE SIZE/ RATINGS: ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER H C m 48X64, ( O/ X), DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX O,C W v 36 X 74, (O/X), DESIGN PRESSURE •/• 35 PSf SPACING SPECIFIED 15 NOT EXCEEDEO. 38XT4, (O/X}, DESIGN PRESSURE •/• SO PSf 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 38x77, (O/X), DESIGN PRESSURE •/• 35 PSF a a 72X84. (O/X-OM. DESIGN PRESSURE •/• 35 PSF W 76 X 72, (O/X-O/)), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE -/-50 PSF L/4• ITW TAPCON ANCHOR o 108 X 72. (O/X-O/X-O/X), DESIGN PRE53VAE •/-50 PSF 4' FROM CORNERS 16' MAX O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT i DEPTH TO FULLY SUPPORT i C -STEEL INTERMEDIATE fRAME'LAR6E' REINFORCnNG WINDOW FRAME. t.......... BY OTHERS 1 V4• M3N I5NOT62. ( O/X- FOR THE 6N pAES U E -/- 3 p5F EMBEDMENT +• •" 76X62, (O/X-0/X), DESIGN PRESSURE -/• 35 PSf 1 V2• MIN, EDGE DISTANCEZ r mil' "'_ : • 2' MIN. EDGE ` ,d•••"'V'.••` , a 0f t STEELDISTANCE ` CONCRETE/ MA50MY 1- WIrtTIMEOIATEfiIAME'SMALL'RETNFORCING BY OTHERS IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: N 2 amc t 76 X 62, (O/X-O/X), DESIGN PRESSURE •/• 35 PSF BUCK INSTALLATION DETAIL c c 3 _ z OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared 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' O rri Z: O 7 _ a T T Cr 0'• pP;' • W sS/ONAX_%%%%. 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 A of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\ A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL*: FL19715 Date: 06/ 14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 20d 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 #20 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 (U), non-structural, wood bucking is employed, use 3/26" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Building Code Online bpr rx a Ir Product Approval USER: Public User Jf amil Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden O Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 -FBC Evaluation Report Q4 T4 Soffits final-Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194. 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact• Resistant: N/A Design Pressure: +801-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions: FL12194 R6 I1 ALC15001.3 2017 FBC Evaluation Reoort 04 T , Soffits final.odf 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 Back New( 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: O x-'" Credit Card Safe https:/Mrww.floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Enti 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 611320-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" 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'I Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 inz/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 P,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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. pY( tR 11P i 0C E N s FsJ 2017.09.01 1r. n No 74021 /ef:5-- 10:06:18 04'00' 1) STATE OF UJ O %% Zachary R. Priest, P.E. T ••. P Florida Registration No. Organization No!ANE9641021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location if - Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-9 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 24J-# I Approved Systems for 24-inch Overhang with J-Channel 7771 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 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 4812F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 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 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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- t53.3 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 ga1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0. 072-inch diameter 16F- 2 12 inch Wood inch leg staples in diamond pattern Wood 4- inch ocand securing each finishing nail with min. 3/16- t53.3 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 t25.6 inch o. c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48- inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 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 MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch co.. 3/16-inch head spaced spaced 16-inch o.c. shank nailchincha 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 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood staple spaced 8- leg s finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1)18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 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. 801-60 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801.60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75 8-inch O.C. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga . %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 12F-1 8 12F-3 Min. 3/8" head dia. nail with min. 154" engagementffor wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wood. Conc-A or Block w FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-116 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 SOFFITn„ SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ; DIAMOND PATTERN DETAILL31VCROWNSTAPES USING A DIAMOND :r,ts / PATTERN FACIA BOARD / FASCIA CAP 12F-2 3/4• X 1/4• CROWN FACIA BOARD 8' 1-3/4• TRIM NAIL77'F' STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA 0 ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER t SOFFIT STAPLE GIST DIAMOND PATTERN DETAIL FACIA BOARD yr acrvco i IT3 1 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" CROWN B" 1—CHANNEL FACIA BOARD 1- 3/4" TRIM NAIL STAPLE ON CENTER Pscrewed tosoffitPAINTEDone(l) NBx S.S. 48"withFASCIA CAP 1/ 2•x 3/6" heed diameter screw, O. C. 3/ 4" X 1/4"16• o.c. CROWNSTAPLE SOFFIT — max. 12-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA SOARO PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE avex aaFrea FASCIA BOARO u w verxra 16F- 1 SOFFIT &FASCIA 16F- 5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA OETAII F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001. 3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 11:" 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 ASCIA BOARD #T50 8" X 3/8" STAPLEr16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of 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 Urr„KIM= ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4' DIAMOND PATTERN I DETAI LCROWNSTAPLES USING A DIAMOND 'r BCTVC NI sr ts i PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4• X 1/4• CROWN FACIA BOARO a• 1-3/4• TRIM NAILr-r STAPLE ON CENTER 1-3/4• TRIM NAIL PAINT4S.S. CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• X 1/4' DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOOD SOS SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail I i' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA [AP SOfFIT rr}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'34' CROWN STAPLES SOFFIT &FASCIA USING A OIAMONO DETAIL 16F-2 $ PATTERN; REFER TO SOFFIT STAPLE 16F-6 OIAMONO PATTERN OETAIL oo FASCIA CAP; REFER TO SOFFIT 1 FASQA F' CHANNEL OETA4 SOFFIT; MAX. 16' SPAN w000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 n ` SOFFIT STAPLE DIAMOND PATTERN I I FACIA BOARD La/r KTVmli DETAIL ST11iLi / AACIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAILSTAPLE 'a' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. rat• CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1-4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 I' TR01 NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24174 vet• CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT & FASCIA \ DETAIL Naming rah• SYP Batten Anchored to SOFFIT; MAX. 24' I F-CHANNEL Rafters with one Id IRingShankNailat W000 SUBSTRATE IeveryRafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 F112194-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 I t" TRIM NAIL FASCIA BOARD PANTED S.S. 14- SMOOTH SHANK I FASCIA [AP ROOF NAILS SOFFIT 1-4- CROWN STAPLE 1 I" TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5' r4- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA DETAILNominalrarsyP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one Id Ring Shank load at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NA0. FASCIA BOARD PAINTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT I'rj' CROWN STAPLE I }' TR01 NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nommat I-a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CNARNEL Rafters with one Id Ring Shank Hai at every Rafter MASONRY ALC15OO1.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.s. r4- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED rsq- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD I TRIM NAIL SOFFIT 8 FASCIA PAINTEDs.s. DETAIL 24J-1 & re• CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA oo DETAIL Nontinsl r a 2' syP battens "• secured with one toga. and SOFFIT: MAX. 2t- 3/8 1-CHANNEL sawwitht secured (t) 7d eh0 stank nall stral01d-reseed trootph dte rafter Into the end WOOD SUBSTRATE of the batten or t" (2) 7d / nn0 shank nags toe+ueed on \ / artier side of the battem at the battentrafter kdefsatInn / 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,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a° shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Buildinguildig"T Type Zone 7 Mea'n Roof _ krht ft , E).si n#WindlF 120. 1,3U esure fo%rSoffts 140. siio Basic Wind77S eed 150 f 160 to h a .; k ;- .• ;t .. .. 170: • • s ^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 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 r60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 2of4 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 Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 1 -56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C jfoir.-S.bf fifii;in_ 'Ex" eY ekdnAe. 9N Roof 160' 0' Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2ifl 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 57.01 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 1 5/8" 11 -TT 3/4" 3/6' ISOMETRIC VIEW 3/0' PROFILE ISOMETRIC VIEW 3/0' PROFILE ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" r 1/8" HEM 1/4" T 6"FASCIA 7" 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" 04 Soffit 1 a' BLANK 3 / a PRORLE Tw o 0000 00 0000a 000 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5a 1/2" 1/2" 1/2" 1/2" 1/2" o:sM QAWTro 13.75" BLANK 3/8" PROFILE 000ILI 000aa 0000 000ao 0000 ENO OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6r" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC0Sofas TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16 Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 in2Ain.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2flin.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 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. YrIR r/ P i C;' :P- 9 1rQ.•' - C E NSF •` : No 74021 STATE OF QJ it`s•COR p• , 11111111 CERTIFICATION OF INDEPENDENCE 2017.09.01 Z 5-10:06:18 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to UMITATIONs 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 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. 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. for the project. Substrate attachment shall be designed by others in accordance with 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" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location IF Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved S stems 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 MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lnellapp 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. pinchaced 8-inch o.c. spaced head dia. trip nail spaced 48- 64.2 inch O.C. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-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- t53.312-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 o.. 4-inch cand securing each finishing nail with min. 3/16- t53.3 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 t25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 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. 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 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 t23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel 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. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch ox 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 1 x2 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 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 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 through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the lap One (1) 18 ga. /.- x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg batten or two (2) Wood inch crown x 1-inch finishing nail with min. 260 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ringin pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or a . h - One (1) 18 g, 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 two lap Wood 8-inch o.c. and finishing nail with min t53.3 inch x 7d ring pattern spaced 16- 7min. 2.25-inch x 7d ring shankhanknails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 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. 1W" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagenent(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, Concrote 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 ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLESO OPEN RAFTER S„Ka 3/4• x 1/4•E ' ; DIAMOND PATTERNI DETAILCROWNSTAPLES USING A DIAMOND aro'KTVCDII sr r s i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILr-r STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA GIPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4' X DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE DIN DIAMOND I DETAILL PATTERN FACIA BOARD yr str i sr n.cs 5 3/4' X 1/4' CROWN STAPLE '24'--- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARO CHANNEL 1-3/4- TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(l) N8 x PAINED S.S. 48' 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 SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t TRIM NAIL FASCIA BOARD PAOITEU S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARO 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER To SOFFIT & FASCIA DETAIL f' CMANNEI SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16F-3 CREEK TECHNICAL SERVICES, LLC 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. 5/9" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concur- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix IS ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail UrBMW `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' x 1/4' DDETAILCROWNSTAPLES ; iUSINGADIAMONDsraf PATTERN FACIA BOARD ` i FASCIA CAP 16F-4 3/4' X 1 /4- CROWN FACIA BOARD 1-3/4' TRIM NAIL a' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 4a' -FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4' X 1 /4' DOWN CROWN STAPLE SOFFIT_ max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA [AP SOffIT Mr!' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'Yj' CROWN USING A DIAMOND STAPLES SOFFIT 8 FASCIA 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 617_6 DIAMOND PATTERN \ DETAIL 11- FAsaACAP; REFER / \ TO SOFFIT 3 FASCIA T F' CHANNEL OEAL 3,81SOFFIT.' MAX. 16' WOOD SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ANNEL 1-3/4- TRIM NAIL PAINTED S.S. 48- O.C. SOFRT—max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN 1 1 DETAIL FACIA BOARD air scrvc[r i sr.wcs i i ASCU CAP 3/4- X 1/4- CROWN STAPLE -a- ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFF T 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 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 8 System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTEO S.S. r.j' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO I'et' (ROMN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETAQ 1 t' TRW NAIL FASCIA BOARD PAWTEO S.S. SOFFIT 8, FASCIA DETAIL 24F-1 8 24F4 Yet' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT • FASCIA \ OETAIL / NomSTP T Batten Anchored to SOFFIT; MAX 24' I 3/81 F- CHANNEL Rafter vifh one Id I RafterswithRing Shank Nail of WOOD SUBSTRATE every Rafter \ / SOFFIT STAPLE OIAMONO PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NA0. FASCU BOARO PAINTED S.S. 1a' SMOOTH SMANK I FASCIA CAP ROOF NAILS SOFFIT 1'Q' CROWN STAPLE 1 f TRW NAIL FASCIA BOARO PAINTED S.S. SOFFIT & FASCIA 24F-2 8 OETAIL 24F-5 rql' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OETA0. Nominal r r SYP Batten Anchored to SOFFIT; MAX. 24' F-CMANNEL Rafters with an* Id Ring Shank Nail at every Rafter W000 SUBSTRATE ALC15OO1.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I;' TRIM NAIL FASCIA BOARD PAINTED S.S. UGA i' T-NAILS I FASCIA CAP SOFFIT 1'e!' CROWN STAPLE I J' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT 8 FASCIA 24F-3 & OETAIL 24F-6 I'et' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Mominat I'ar SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. Ti' Rafters with one Id Ring Shank NARY at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1' TRIM NAIL FASCIA BOARD PAINTED S.S. I'at- CROWN FASCIA CAP STAPLES SOfFIi USING A DIAMOND PATTERN; REFER TO CANTILEVEREO 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETAIL 7 FASCIA BOARD I - TRWMAILSOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT I FASCIA 10 DETAIL/ \ Nandnal I' a r SYP Waens { e- xabbeo Oatwoen end SOFFIT; MAX. 2A' 1-CHANNEL sawed wdh one (1) q Id7d mp I 1 I shank nail sVslahl•nalled thmon UK taRar into the and WOOD SUBSTRATE of the batten or two (2) Td \ - ring sank nats loo4valled an dow aloe of the baltem at the taltenfrsRer intersection / SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 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 1 -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 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR ofght8 Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 r60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeRolotfft Basic Wind Speed mph) 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 1 -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 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" r 1/8" HEM T -T 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8' 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 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" r 1/8" HEM E 1/4" T 6"FASCIA 7" 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" 04 Soffit 07ST" QAZV Tw 18" BLANK 3 / 8 PROFILE a a000 000 aaooa 0000 , a000a 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 4 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 0]5' M 0.in• rn 13.75" BLANK 3/8" PROFILE 0000 0000 000 00000 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2b18 Florida Building Code Online Business 8 Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff SCIS Site Map ! Links ; Sear Florida r 1 Product Approval USER: Public Userdvnra Product Approval Menu > Product or Application Search > Application List > Application Detail OC X'r - C•`.; ;'mac 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.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobaln.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I I Product Approval Method Method 1 Option D file:///C:/Use rs/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%20Code%200nline. html 1 /2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl: 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: file:!//C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61l" 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 2507.2.7.1 / 11905.2.6.1 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 DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither 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. TTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 61h 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. I STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 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 OSNK08037 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 IOCA41303 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 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (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 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate of Authorization # 9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 2 of 22 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20114, XT"' 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont° IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark^" TL, LandmarkTM Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'm IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (Vul, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V,,,, = 194 mph). 5.4.3 Classification by ASTM D7258 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 SolarW") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 250 mph (Vul, = 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 3532.09.05-1113 Certificate clAuthoricotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13; 09/05/2027 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, 2507.2.4 or R90S.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 R90S.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 1CT 20TM. XtT'"' 25. X T'" 30. XtT'" 301R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm)(305 mn) T 305 mn)--{ i I«r'(25mm) 1 Ian[ 25mn)— 5 sh" (145 mm) 5 "/?' Pb " 100 i METRIC 131/e" — 131/e" 131/8" 1.. (25 mm) Sealant t" (25 mm)-( li "/0.. Figure 11-3. Use four naNs for eery full sbin8k STEEP SLOPE Use four nails and six spot,, of asphall roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. t _ Rooting Comerrt Apoly 1" (25 mn) spots of asphalt rooting cement under each tab corner. Figure 1/ -4. Use four naps and sic spots ofatphali amneN on sleep slopm CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'", )MO 25, )Mm 30, )M" 30 IR: Cut Shingles 251m) IM 2"(50mn)Remove f l— — — 2CaD305 rem) Shingle1 Figure / /-24: Cul k4s, /tier+ trim brick to make cap sbinym Englisti dhncns/ons shore-). 51' 1t2"(305Mm) 12500) j r --:,` e16 l MCI Figure / 1.25: lnsWa/ion of caps along the hips and rlt/ges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPIL " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1413 Certificate clAuthorkation #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 QOTRINITYIERD 6.5 l ARCADIAT"c' LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shim -le locsued as shorn below. Use SIX nails and FOUR sluts of asphalt roofing cement for every full shingle asshown below Apply asphalt roofing, cement 1125 non) from edge of shingle. Asphalt roofing cement meeting As-r.%i U 4586 Tcpc II is su,gestctil. 1' ( a M) 1' (25 W04 — tIe11 file ttatl— 1. 175=4L— L _1 '_ ____ 1•( 25nml Ne1lliefigure 2. Use sir nails fr)r urerr frill sbirlkde. ia_r Lc, tj:, figure J. [ so six nerds andfutirsfwits of aspball ruornq cu,aent uu slevp 31(*es. 6. 5.1 Hip & Ridge 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 "PLO 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. 8. 12, i\ z aHand - sealing adhesive 4" 1 / 4" 3/ 4" ---- Dab of asphalt cement between 1" shinglelayersExterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R33 Certificate clAuthorirotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13. 09/05/Z017 Page 5 of 12 SR'(I6rtm Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. uOW110M op ro. 0A0 o AddmorW IOII3 d RQUiM1 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. M MOM R, MOR 1 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.• .S'bangle• Ridge. 8• Exposure Remove tape from the right side g• and fasten SECOND Fasten they left side 8g 8ti/ RIGHT FIRST LEFT Figure 17-19: Installation ojSbaigleO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NPl" " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13; 09/05/Z017 Page 6 of 22 6.7 LOW AND STANDARD SLOPE Use rice nails for every full Shingle. I y +1" L i--(25 mm) I (25 mm) F- 518" 8 16 mm) dam) Figum 17-4.• Use fire nails for Hrryfull Grand hionor Sbanglc. Carrfoge House Sbanglc. or Owfeantal Slate QOTRINITYIERD STEEP SLOPE Use seven nails and dimm spas of asphalt roofing cememt for every hill Grand Jlanor Shangle. Use flee nails and three: spots of asphalt roofing cement for every full Carriage Ilouse Shangie and Centennial Vote. Apply asphalt roofing cement 1' ('15 emn) from m1ge of shingle Firm 17-5). Asphalt roofing cement nee sting ASTM D4586 71Tx: II is suggested. 251mn ---- RootingCement-- Figuro 17- 5: when lnstaping Grand dlanor Sbangk s on steep slopes, use seven nails and lbrrr spots of espball roofing crmenl. 6.7. 1 Hip & Ridee for Carriaee House Shangle• and Grand Manor Shanele: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE LANDMARK TL METRIC DIMENSIONS 13th" 13" 1 343 ram)-- —( 330 ram)-- --(343 43 mm)—i 12" 143/ 4" 12" I—I"(25 ram) 1" (25 mm)--I -- 1--(305mm) --(375 mm)-- —(305 mm)-- ro»owr . mtce...rao I-1"( 25mm) Releas Tape 1"(25mm) 11n.. NailableF Area Figure 13. 4: Use four halls for erep• Jill sbirrgle NorthGate: AIDE 1" m 1r 111114' it A!EA (M mm) If— 1375 mm) —mil +— (305 ram) --{ 25 ) il.Z nal Irro Nanny araa for low and standard slopm (hom 2:12 to 21:12) Nal beam upper 6 boar Im as shown above. Exterior Research and Design, LLC. Evaluation Report 353Z.09.05-R13 Certificate oJAuthorirotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 7 of 12 QOTRINITYIERD STEEP SLOPE Ilse six nails and four spots of asphalt roofing cement for even, full LANDMARK TL laminated shingle. Nee below. Asphalt roofing cement should meet ASTAI D4586 Ape II. apply I' spas of asphalt roofing cement undo each corner and ai about 12" to 13" in from each edge. r—(343 mm) (330 mm) (343 mm) METRIC DIMENSIONS -1"(25 mm) 1"(25 mm)- I I 12'—--143/i' 17' I (305 mm) (375 mm) (305 mm) 1"-+j - - 1" 25 mm) { - - - (25 mm) Ro+••• , mr.x..,m.s Roiling Cemerd 4 -1"(25 mm) Rdea a Tape 1"(25 mm)--+ -- Nail Area i 10 For steep Figure 19 5. Use six na& mud fourspots of 1 I " aspdx+dJ roofing ceincrrt on skeep slopes 25 mm) — — — — (25 mm; olino Cement NorthGate: STEEP 12" 14-3/4" 12" SLOPE I---(305 mm)— (375 ---(305 n NAILING Nailing L mils AREA ( -1'( 25 mm) beM'eer!]gl.ver 1"(25 mm; nalI lines. Nailing areas for steep slopes (greater than 21:12) and " StormNalling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmarkv" Premium, Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory IT 97/F 305mm) ( 250mm) 4154t5 6(125m I m) (125mm) 150mm) 050mm) Notch for Centering 17 %\ % gym) Notches for Alignment to the Top Edge d the Pn vious T L — 1 Cap for5'( 125mm)Exposure English Dimension Shadow Ridge' Notch for Centering 13 X •\ 337mm) Notches for Alignment to 5 the Top Edge d the Previous 7 - C3pfor55X( 141mm) Exposum (t96lmn i. Metric Dimension Shadow Ridge"' Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 CertiJkote plAuthorirotion u9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13: 09/05/2017 Page 8 of 22 9 27/32' I( 25o am 4 n6 tzs rn) Cenutk g Notch 131/4' 337 mm) \ Align these / notches to top edge of previous course NorthGate Ridge QOTRINITYIERD 13 1/8" 333 mm)— 168 mm)II 168 mm T Centering 7 5J3' 131/4' Notch 194 mr.) 337 mm) / Align these 11 notches to top Iedgeof7, t94 mm) l previous course. NorthGate Accessory 0n 35m) LayingNotch 5'(..,,.Asure Figum 13- 20- Use 4rying nokbes to cenktr sb(ngles on taps and rkkm and to locale The correct arposum 6.8. 1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8. 1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorirotion # 9503 6'" EDITION (2017) F8C NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13: 09/05/2017 Page 9 of 22 I-1 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing I. 40' Guide lines (1016 mn1) 51/4' — 133 mm) • • • • 14114' I12' 36 mm) (362 men) NOTE: Apply nails on painted guideline. ftrwe / 6-6. Fastening Pmsidrmdal and Prt kknlird T6 Sbake sbingkes on low and skindarrd slopem QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nalls for each full Presidential shingle and apply I' d):wueter spots of asphall roofing cement under each shingle lab. After appl)ing 5 nails In between the nailing guide lines, apply 4 nails I' above tub cutouts making certain tabs of overl)tug shingle cover nalls T 1' diameler asphall tooting cement Figam 16-7.• Fastening Presidenlial and Flestr mfial M $bake sbin& 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° NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6. 10 LONL STANDARD AND STEEP SLOPE: ri ttar15-3. Raleaing llalrems M11181es on toil, and.t'randanf slope For lost• and standard slopes, use For nails for exh hill Ilancrrs shingle as shown ahmr. Ew 0962— bow9-54&v- by —of Eli Rpore 13-1: Ammaiq rmnerm SbiAWIn our S mp fbpa For steep slopes, use (he nails and eight spas of asphalt roofing cement for earb fog Ilmteras shingle as shown Owe. Apply 1' 15mm) diameter spas of roofing cement (ASTM D 45861)pe n suggested) under each tab corner. Press shingle Into place; do nos mpose cement. CAMIUS: Too much roofing cement can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R13 Certificate clAuthori:ation a9503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/ZO17 Page 10 of 1Z QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. 18 tbree piece units separate to make 54 Hatteras Aa —wry sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9,. 230 ram) I I I Fa ten 460 mm) f' eoti 203 SAX 60m5 m1 4m) Cap Cap Cap Cap Shingle Shingle Shingle Shingle 2 Figure 15-20, Cut Hatteras sbingles to ntade cow cap. Figure 15-21. Installation o% caps along hips and rid a 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 LOW AND STANDARD SLOPE: STEEP SLOPE: Use FWE nails and EIGHT spots of asphalt roofing cement• for each full Highland Slate shingle. For Maml-Dade, SIC nails are required. Apply I- diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting AST1 D4586 W 11 Is suggested. N. eniOad royrq six nW (bomb Xr" pm ndb wr• IZy ) n"144a cwxar 06W a dwwn) htaniD N owrpur" irabb0 r aw", 5 COA"apn) Figure 11•,$ Usa FIVE nails for ercry Nigbland SRdo sbingkt Figure II.3A Use 11t•E nails and ergbi spots of aspbrdl roofing cmumt under curb tab corn:. CAUTION: F-wessice use or roofing cement can cause shingles to buster. 6. 11.1 Hip & Ridge for Hiehland Slate'", Hiehland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR or Shangle Ridge^' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate o/Authorization # 9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nail, for every full shingle Imaled as shown hclute. see"'n 156 mm) QOTRINITYIERD STEEP SLOPE Vse I'OtJR nails and four shots of asphall nmfing ctnien for turn• full shingle asshown Ix -low. Asph:di n4ing ctiowl n ttling A.%I'JI D4586 fylx: II is s iut;Iml. Apply 1'(25 nun) dolt. of asph:dl roofing toneno asshutrn. CAlT o0N: Excessive use of morim, comni can cwse shing(ts In 1161cr. 61A' I " I'r4sail ( 25oil - 156em) I r. 4 T RsoI1nO C men1 6.12. 1 Hip & Ridee for Patriot'": Refer to instructions herein for Cedar CrestT", Cedar Crest"' IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 2507.2. 7.2 / 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 alAuthorirotion # 9503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 23: 09/05/2027 Page 12 of 22 1/2/z018 Florida Building Code Online wa o Business 8 Professional Regulation Home1305LogInIUserRegistrationIHotTopicsISubmitSurchargeIStats9FactsIPublicationsIFBCStaffIBCISSiteMapILinksISear a d5 r9 Product Approval 1 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/Emall Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerFl—eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen, final•od Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0LAramDGm5ebt5wRV128J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 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 1I TBP14001.4 2017 FBC Eval ReportTAMKO Undedayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO 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 Undedayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 RB AE TBP14001.4 2017 FBC Eval Report TAMKO Undedayments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf 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 1I TSP14001.4 2017 FBC Eval Report TAMKO Undedayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO 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. 12328.6 1 No. 15 UL 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.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0LAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%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 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKOV 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 TAMKO® No. 30 UL Asphalt Saturated Organic Felt Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. 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 Pagel 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 TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published 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 118" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOV 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 TAMKOV 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 Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment 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 TECHNICAL SERVICES, LLC LIMITATIONS 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) Fire Classification is not within the scope of this evaluation. TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments Wind uplift resistance in not within scope of this evaluation. 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. Contact the manufacturer when installing at temperatures below the minimum application temperature. Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 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. The underlayment may be used as described in other current FBC product approval documents. The underlayment shall not be installed over existing roof coverings. Contact the manufacturer regarding specific exposure limits for each underlayment. 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. t R„p''i G:• 9 F '. No 74021 STATE OF '41/ 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: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOV Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-RB 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 TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50'F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underayment and TAMKOS 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 manufacturers recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N YUnderlayment TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOV TW Metal and Tile Y Y N N N YUnderlayment TAMKO® 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-RB 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 manufacturers 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 manufacturers application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 01111111111111 It.. R. No 74021 p • STATE OF 0NA S10 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-RB Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Business 8t Professional Reyul at ion BC15 Home I Log in I user Registration I Hot Topics I submit 5urcnarge 5tats a Facts , Publications I Fac staff - BCI5 51te map , UnKs sear fb1ida pr m Product Approval USER: Public User c'"sti Product Approval Menu > Product or Application Search > Aonlication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 4• I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ') No ' N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 SummaEV of Products FL ii Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 1 3792.2 1 730 Roof Louver I ,Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside_ HVHZ: Yes Impact Resistant: N/A' Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean, heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party:, Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 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.pdf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odi 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 Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes I I 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=wGEVXQwtDgsFgPhXouzz9PGbeVidikEkuTr[zAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMbDoADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A4A- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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'/,$" aluminum annular ring shank nails. With the first nail 1'h" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 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 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT l I 5.3.3 J DETAIL B 11.00 16.00 750 SERIES LOUVERED ROOF VENT 91 31 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 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 16.D J 750-S SERIES LOUVERED ROOF VENT P2 4.941 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMIrffows IDIADIE 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.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section . in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMFDADE COUNTY 1 M l NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test 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 I00(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'/." from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant ##10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: I. 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 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 7 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT i DETAIL B 11.00 16M 1 750 SERIES LOUVERED ROOF VENT 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 MIAMFDADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT 91 Q.e I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D I I I 23.0a 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 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.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: 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 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1''A" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1-1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-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 1+ M= M MIMS M IM 700 SERIES LOUVERED ROOF VENT 1+ M= M MIMS M I M 700 SERIES LOUVERED ROOF VENT DETAIL B i 2.0] 1 15.33 I 11,00 16.00 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTF,NFR NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C rVN 750-5 SERIES LOUVERED ROOF VENT 91 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 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 rh 3 r Bas Home I Lag In I User Registration I Hot Topics I Submit Surcharge I Slats r, Facts I Publications ( FaC Stag I BaS Site Map I Unks I Search I Florida 4-01 Product Approval USER: Public User Product Approval Menu > Product or Apollcatbn Search > ApolIcation List > 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/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 CAST:CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino*castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology CertJficatlon 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 2014 2016 Date Validated 21/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products`• FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLI58 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.Ddf 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 11 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: flack rigzl The State of FluAda Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statemeni :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.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 dldt 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) www.miamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the might 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", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig 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 manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIAMIIDA ECOUNTY { Expiration Date: 09/11/2018 law((// Approval Date: 09/28/2017 09 J 2 S/T 017 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 mid Prestressed Lintel Details", sheet I 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 "I 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 onllexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haman, 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 I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4"; 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-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 Datc: 09/11/2018 Approval Date: 09/23/2017 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 tVo. LT4612, titled "Cast -Crete 4") 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, 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 Resom•ces (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/I1/2018 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 I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared~ signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D, QUALITY ASSURANCE 1. By Miami -Dade County Depm-tment of Regulatopy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By bliami-Dade County Deparlment of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A. Helm~ A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 411, SOUD LINTEL nATA TARIF ir a[ttr ramr, r r,atvate c i ra[e•frfnnrr TYPE .r TYPE ' -011321 I .!. I - .11. ate©ar m rled.t_r mi c lvm 110 r00fo[4ar OWCXWM Wr 4 rWWW M! Moo" Mr00lll. G o MM=o R CCrrNmf Ur! .Vat cow a[ O[MUMO a amrs m atlam mL Mm room mtbmr a u-f = Va. ur. L o0aa0Oo sKW f/J! W 1= W01 04 " No P sme 4 somm Rllum 0 AY t! 0011099111 . !OM K Oro rG Alt" Mt/ 6 0lW OC 144E loum orlmaH auras/ W CKWO 6UAW t OIrO[R SteUrA It fr . r41 ra M o1 / 0 11 40 1! IM rm o m mi r 0W w9m m ago Ml Dowd - fo. v PWATT 100" f.. 7M7 A 1M 4 fam W= 10R4! . 4, OI0 tog WW COr FAWXM ! WM 0 W i utm ono.mYL K Oil am YR OKu go K rLym 1101 OA ! UMM r0ar Cum No. a 0 4!/ If 0101 {mm 4Rm UCFPM ram Mob G KA PRODUL-rREV15W G' CEN ' ,O'• wf1hlMFlai Aanp:laee No i -o Z , pROIIUCT RCVISftp o.4 IoWtptr0o at1MtFWrld4 0. I aR1 * t.` 0MCR579 or SUFNIM FL 3= o PRECAST AND PRESTRESSED LINTEL DETAILS MOM fnmlL.0 1 t uu a 1OIu0 mw VAD AS 10 U - i 1401fS 1) 13) 1cr rare deYofaNq mil 6-1' Imq •o!mr d W .aL b o P ppwpdd mId 13) n •tut• atR• d a r .dr w eeno. .m, as ar• a ooaiq of tlaeoo qrC r •es nba v4h ASIY Cr°l0 Mid 9• c•°i° ve4sa°I)INr t vah mi nan'al dra 000 WOJ% °0 14) lWN bo°d Rvo%.M* Y•4 dad! a d•tla! ler W an W krfiey aeps i 115 each w A5a1 G70 %. Y •r l fold Waal Ire4 4 M!r'1 hdewkl Iwd S 1.0rd y Al ar r•1 WYu °essl eWaun 4 ixh mated bcAM. E1sttiYfm we bob w I = Sda rvPod W6vten`! 15) fa aanydr fdd blob ml +hna4 w @& rN km od bar 61M Peom. 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PROD=R8VlS0o o aomp * g with lba Fund& 1)4, lial• owls Aooap'1' dm ZZ o6ZA.l8 Dd• s/ B TYPE OEMONATIOR r. ewaml aara/up.rwatm ej moral rdWOtL f 1216- 28/2T J L = er mZm ram? • mau m r mma aril 4S8 owe ewoo fm Ir w m ammo nw r memo r MMMMt rWtil 1 REMAR FOR 6' Ii1IELs FIt81R FOR 12' I6Rt1.5 of IRIo SAFE LOADS FOR 4" SOLID LINTELS Casr ivdrl• GRAVITY TYPE LENGTH 4S8 Y-6' ( 421 PRECAST 1180 4'-0' ( 481 PRECAST 959 4'-6' ( 541 PRECAST 759 PRECAST 460 8'-6' ( 781 PRECAST 360 7'-6' ( 901 PRECAST 260 9'-4' ( 1121 PRECAST 156 10'-8' ( 1261 PRECAST 116 44#iT- 4A4t7• UPLIFT LATERAL TYPE LENGTH 4S8 4S8 N-6' ( 421 PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 4'-8' ( 54' PRECAST 529 258 V-10'( 701 PRECAST 407 148 8'-6' ( 18') PRECAST 366 118 7'-e ( 901 PRECAST 280 87 9'-4' ( 1121 PRECAST 187 55 IV-6-( 1261 PRECAST 152 1 43 12F8 12F12 12F16 SUB 6F8 6F12 61`16 0 • t: ; y L,, i •r .• Y .. Ili v.l~:•' F•i1 r•, 51 /'•i 2112F28 121` 24 12F20 MoDuanovislin y • • • • • ,cam .. CRAIGP/ 1Ri9k0 P 6324 CR579 8 81`32 GF28 GF24 1 mp.-A 6F20'•,31Sj''RIOr1G PSIMER.R.38584 >gr f,-- aONAL 4.•` R. P.E.UC•Fa44750 ° CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB of ml n m aes-r, I mr m m lmb° aablm I wim RTS c— SAFE DRAVAITY LOADS FOR 6" PRECAST U-UNTELS C411fEC SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE a 6F6-le V12-10 6FI6-19 WN-18 6114-18 WN-1 6F32-18 S-67 (421 PRECAST 2332 2676 302 5050 6148 7227 0297 9337 4'-0' (401 PREG ST 2025 2313 302 5050 6148 7227 0297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 S357 5'-10'(70') PRECAST 1067 1260 2198 7 5734 7227 H297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6' (901 PRECAST 779 88J 1459 2188 3151 4524 9357. 9'-4- (1121 PRECAST 584 660 1056 1523 2084 2795 r1898 5017 10'-6"(1261 PRECAST SOS 568 895 I= 1706 2238 M47 11'-4'(unPRECAST 457 513 805 1133 1507 1952 3103 12'- T (1441 PRECAST 425 477 744 1042 1377 1769 222 2608 13'- 0 (160r) PRECASr 373 417 646 393 1170 1483 1852 2285 14'- O'(1651 PRECAST 351 392 605 035 1087 1373 1703 2087 17'- 4'(2081 PRECAST M.P. 229 1 455 1 620 1 794 285 1198 1437 THE NUMBERS IN PARENTFIESIS ARE PERCENT REDUCTIONS FOR CRAOE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL. LOADS FAR a-DMIART ILI INTFI9 41/ 1 111"m SAFE LOAD PLC TYPE LENGTH 6U8 6F8 RCMU 3'- 8' (421 PRECAST 587 1055 596 4-- 0' (48l PRECAST 467 787 445 4'- 8' (541 PRECAST 410 609 344 5'- 10'(701 PRECAST 300 350 198 6'- 6' (781 PRECAST 263 496 157 7'- 6' (901 PRECAST 222 367 116 9'- 4- (lif) PRECAST 173 352 74 10'- 6'(1261 PRECAST 151 276 58 11'- 4-(1361 PRECAST 139 311 49 12'- 0'(144' PRECAST 131 277 44 IS- 4-(160') PRECAST 117 223 35 14'- 0'(1651 PRECAST 111 202 32 17'- 4-(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 07- 7,17 E-07;—X MEWEmSAFE UPLIFT LOADS FOR 6" PRECAST U-UNTELS a4if- 40111r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPIs 6F8-11 GF12-17 6116-1T OW-17 U24-IT WHAT 32-IT Y- 5' (42' PRECAST 1412 2074 2713 3355 3997 46M 5279 4'- 0' (451 PRECAST 1225 IWO 2357 2913 3470 4027 458J 4'- 6' (541 PRECAST 1063 1592 2054 2577 3089 3562 4055 3'- 10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 8' (781 PRECAST 723 1097 1437 a 1777 2117 2457 2797 7- r (901 PRECAST 648 U300 1249 1544to 1540 2135ty, 002219'- 4' (1127 PRECAST 575 57190 980 1252 1492 1732 1972 10- e'(128 PRECAST S14 462 787 1121 133q,1551 1766 ll'- 4-(1361 PRECAST 474 404to M 985 1213 1442 1645 Ir- O'(144' PRECAST 454 J0700 619 68H 1093 1299 1508 13'- 4'(1601 PRECAST 402 398 516 736 906 1075 1247 14'- T (168' PRECAST 36H 2350a 475 677 832 00 1145 17'- 4'(208l PRECAST 253 208 3J8 476 585 693 80J THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AOOED REBAR SEE GENERAL. NOTE NO. 4 PRODUCTREV= eve `- ilh a. Plaldi No . 0 2l.I8 IS Ey Mimiu Cb md sAwobb q Plorido AOae° ° of•oT v 4 S Ft A6"\ .•' CRAIG PARRIYO Zo/8 G • 8321 CR 519 oAL FL. P.EMMO.447SS m- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4"r-oam SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 12U8 OWN Ivu-26 17FI8- 1370-ZI 12174-261M I9 IV32-26 S-8' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-0' (481 PRECAST 2923 4232 583E 7619 9352 11060 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 11060 17755 1443E 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443% 6'-8' (781 PRECAST 13M 1986 2679 4196 6421 10032 IV35 i 7'-8' (90') PRECAST 113e 1528 2131 3218 467E 675E 9753 1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'4'(1261 PRECAST 614 1043 1295 I= 2516 3323 4334 5632 11'-4'(1301 PRECAST 518 045 IIU 1649 2216 2893 3719 474E 12'-T(144' PRECAST 456 878 1073 1313 2020 2617 3333 4206 13'-4'(ISol PRECAST 359 767 925 1294 1709 2108 2743 34091 14'-0*(166") PRECAST 321 720 865 1204 ISM 2017 2451 3100 Ir-'(2081 PRECAST KR. 451, 631 al, 1141 1428p 1750 2102 19'.4'(232) PRECAST N.R. 343 477 700 925 1152 1380 Igoe GM fo FEO AM FM& SM fA M N= R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 aFsr4 wRa SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12A06 Iffib2612Q10- Iffi1M 129TIb 111ITl- Iffi2b t211f7b 4'-4' (521 PRECAST 15M 2942 5466 7554 9540 11669 13M 15M 4'-8' (541 PRECAST 2319 2740 5468 7564 9540 11689 13M 15M 5'-8' (6n PRECAST 1347 1841 3565 MS 9640 1168 13M 1 V-10'(701 PRECAST 1259 1758 3301 5954 1 9358 11662 13679 15 8'-e (an PRECAST 924 11430 2833 4415 6864 1 125726 1480Q 7'-6- (901 PRECAST 703 1 1203 2157114514215713494 1 5259 792U24 MIR 113 9'-8' (1151 PRECAST 309 843 13203, 4427,j 5417 63M QMO4 Faa AMW FaM RE W 10. F5311R:FOR MR 49. DopeAAT U.1 FM FI 9 V FELOADSA PLF LENGTH TYPE 12US 12FS RCMU S-6' (42' PRECAST 1295 4841 393 4'-0- (4n PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-16'(70') PRECAST 681 2547 155 8'-r (781 PRECST 579 2107 1234,4 7'-8' (9n PRECAST 474 1771 91 ' 9'-C (1121 PRMAIST 355 1326 58OW 10'-6'(12n PRECAST 306 1143 454C ll'-4'(13n PRECAST 278 1041 38 12'-4'(1441 PRECAST 260 971 34 13'-4-(1601 PRECAST 229 657 278 14'-0-(168°) PRECASTON.R. 809 251904 17'-4' (20n PRESTRESS633 16 19'-4'(23n PRESTRESS534J 130 ILL U&MML KWIC 40 PLF LENGTH 4'-4' (521 PRECAST 4'-8', (541 PRECAST 5'-8' (651 PRECAST 5'-10'(701 PRECAST 8'-8' (801 PRECAST 7'-e' (901 PRECAST 9'-8' (118l PRECAST PROOITCt ZD 6aiIQ rfa ae `' ' SEE GENERAL NOTES - SHEET 1 OF 3 v-1 &7. SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS 4 MR-4m r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 17 AI IV12-V 1910-2112F20-21 12124-11 2T 12F31-2T 3'-6' (421 PRECAST 2752 4287 5613 6938 8204 9589 10915 4'-0' (00 PRECAST 230 3721 4872 4023 7174 8325 9477 V-8' (541 PRECAST 2113 3291 4310 5328 6347 7365 9364 5'-10'(701 PRECAST 1623 2327 3310 4092 4875 5658 6441 6'-e (78') PRECAST 1444 n6g, 2072 j 3675 4378 5081 5784 7'-8' (901 PRECAST 1287p 1767 3194 380e 4417 5028 9'-4' (1121 PRECAST 1020 IIN 200E 2590 3087 3583 4079 10'-8'(126l PRECAST 920 947 1612 2281 2764 3209 3653 PRECAST 858 W 1982 2441 290 33S4 12'-e(1441 PRECAST 614 753 1269 1788 2201 2616 3032 1S-4'(1601 PRECAST 678 633 1057 1485 1826 218 2513 14'-O'(168") PRECAST 622 580 974 1365 1619 1923 2309 17'-C(2081 PRECAST 434 427 j 695 964 1102 140 1623 IV-4'(2321 PRECAST 366 370 593 817 IM2 1187 1372 0 IK MAIM O aA9 NNW AS[ KMW FTOUCIW FOR OM 40 FED MM 1IIO L SR CUM MIC M 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 4rmM-t,41 n I SAFE LOAD - POUNDS PER LINEAR FOOT i "' LENGTH w>rrn UY q IW Ir 4'-4- (52') PRECAST 1626 2685 374E 17 4'-e (54' PRECAST 15% 2582 3602 5'-e' (On PRECAST 1210 2042 2e50 i 5'-10'(TO') PRECAST 1173 1964 2769 T 6'-8' (801 PRECAST 1020 153E 2426 41y 7'-8' (90' PRECAST 904 1228 2163 19',.8' (1161 PRECAST 703p 771 N 1472, IRRRIIM W PAI@M61S ARE FGWfi W=Ml6 FGR E We ' 40 F1m AWED ftEF1VL Sic OIIRRAA ROE fad 4 47 9IIODUC08Idt ft mmomo,lu. 0Aeoap41mlVo 03uh.: OOPATLYO Ram PuCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES mg ome =W-11 1 am. RFI xm ARYUO I SPAItr R.f3. Emm MIAMI•DADE MIAMl-DARE COUNTY enowPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIMION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.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 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 requhvments 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", shoots 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 A)e%lmy A. Makar, P.E., M.S. MIAM DADE COUNTY /r NOA No. 17-0821.19 L Erplration Date: 05/21/2022 lw O9 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, AE., dated 06107197, revision #4 dated 04/28/98, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS L Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Homon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill 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 #84 M19.805 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 04/03/96for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Afanual 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 I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: I. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t -, t /, 4. At, 4-/, 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 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifidng compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209,13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 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.R. 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. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami ]Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 7 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: W21/2022 Approval Date: 09/28/2017 E - 6 A pT`•CREriE HIGH STRENGTH PRECAST ANO PRESTRESSED CONCRETE AND rAonucrtwvlseo moo=RIRIDw® a emmldne 1vW1 UR floral' !/ihll Mlh49e Fwf6 7/3.O BA SSTTIIRRUPS TYPE V STIRRUPS r h r W 61A DATA z i E]Gi/ aLFlm EltFl%J U¢ji1 E/T i3:1llS i 0 6rel o vases u vcl>u m ers iE1tYStlllll7Dtsi::.1lYG ii DEF3'..`7 ri]G: LCZ Gii Q i iN',UW2"'m 0w i• humw1U" thwlm I M-i'S:%9tD mQMM==* 6" PRECAST W/ 2'_RCCESS DOOR U—LINTEL DATA TABLE n I.111T: I'• r V.Y i..•?''iff,I Y.YIfi:Cl•y ESCi7C L1t7iiEYQICT'7R:nk!Di-IyT] iO r;l;l(I(it A..'i•e:p.r'.SI•:;ii I1JG''i LG'ilL tt• C i.i[ I1'•,'A Vt/c CirriFA i[ i Le1J[:ir.JR,fi„Vr a,, lu e am" lYJ liG1[CYI l!SSf lita7 uLL'::f R.C..., tl ri•LC>r+f:ILA t<S td.'rJi]CJf iRT i L11_.'.JR,'i:',:CtL'':CiaFiAO;att7 e Lrc rraysnruLars`.: r.r c e,o nl.-• ml 71 gRYA UM m OS t Ill IADw m'e`Jer tW ` L P SW BW IMM T psti W1R M" 0J7 m •smlr mi •r .m. rRoWjCrRWEW R iAY d m ppOQI]Itawth ave VAWM% rCbOl,yy1 — Zz7.J5 pyre 2g2L BY TW rROFlGM" WOMT19P b "MM IOM MMUM //AOrAL Or 17 a1wo " Owmw Lw No cm= R ROItf wm OR f no= arms sec raa mtlrrM cmbnr of coxt c IQL M an rm L AIWOttpOpO'am 7/u cu AaM Aa01 116 O. MUM >a raa ROM W SOL"" ArY /I " aYt f0 ARM Nth•J/Il NM OIIIpba amm IaFitaARRM IRffoSbW ORR,RQ b powas NQjo ro furoeglWrlcaoalaIsanaiAltoANYMI64. goa/. q epauee . a spat rpR L COI¢lac .IIRIMM f.. am W IOR r am BMWr/mec 1 cmalrAN= can nmamca Ibbu• P.. /MI /a 6L ALL Amt cpO1 106 a Y PIWaA Or fO1llOgfl. A m=ATr • rAMOYlral. a O '"M IM9 ItQaIsaammaSAMi. W" Ivalm raps . Iva . to. cr Fe m ur areosimmAlAmactallpm_Il44+RI! MLfltb/m AKAM V CM toMIIftprmplAm +pupuc 1®Ca. moolrcrApovtR ENs• •''C/ aunpt.waarl w MAN$ ll.Ptol 0 03dY A : ua+olu eIG ANGPAFM - J9 .: M CAST— CRETE 8" LINTEL FABRICATION DETAILS C care r_oa%nTv I nuns FAR R" PRELMST R PRESTRESSED U4JNTELJS C4aS-41 Ogg ' SAFE LOAD - POUNDS PER LINEAR FOOT rypE LENGTH an 11a-ee I 11a-1a an2-0 au-te ens -a iia- leE4- aw-all ull-co 04-ls ar" v2e-u era-m aa2-It 3'-8' (4Y1 PRECAST 223I 3M 371! 0163 4 son tall oa 41a0 flag 01/4 It1314 ISM 4-0' (481 PAECAST 1966 tstl 2351 3a0 11et 7e34 eta71f3eN41UCDT4IIIIN 110764'-6' 541 • PREDL4 1599 INI 21t0 7131 s/1 slap 422121043754113ten10314Item5-4' 6< PRECAST1 t217 1342 141E toa Joss 11 4249 IN3 Sow 53e5 77p lim 15 5-10 ' C1 •PRECASTn 1062 IIo3 1173 1431 2ao 2S19 3a9 to 1451 VAt 43m 710 IM, INS aaa 6'-8' (181 PRt9YlST 908 Ila 21» 353 37117 43e3 5411 1236 21» 3w 5311 am lo>9 an 7'-E' (I101 FMAST 743 roll 17a tat ems sue 3114 Sus roll i 1 31N Lai ae7 eon 9'-4' (1111 PRECAST 55/ Itm ion tat 3491 IS, 3m 762 1243 1e43 MO 349 e>so 10-8•(1261 PREG<ST 475 ea M 1247 m13 27» 1143 tale e43 Ion ITO 20" 2741 M 11'-4' t PRECAST 362 863 so I ma ION 2423 3117 44oe 52 145 130 IN0 2427 3127 400b 12'-0' 114 PREGSTf1 337 so 173 t151 INS U93 20 30 540 073 1254 104 2193 INS M 13'-i'(1601PREG ST 6 471 75S Mo 14ID INe Rif 2%] p1 m im 14m 163E f31/ 2541 W- I PRECAST 279 tl/ 70 Tat 132E tarn tts7 21A 442 7a 1002 I= IN7 2137 gala 14-8'f17 PRESOrESSED N Sol a0 elt rot xt 413 7O IM037 t401 24i14! D17 DI2 15'-4'(1841 PRESTRESSED NA R9 to N1 MR aA71a1aaIIs2easeagoa13 17-4'(2061 PRESIRE Not. lot a I lot n 11 300 s545 sa!o 1320 lea low 206 19'-4'(2321 MSIREM NA. IR pl wl let Sol 2H 42a 7e0 1o3l IM 1516 1710 21'-4'(2561 PRMMM NA in a 56 as 111114 13" uN 27- a (26411410110MNA N Sol MR Sol lat 0 I'm30 m 701 ISO Ilm 1-1 24-W(2661 POSED U. IR hz IR tR 126 IVN 4 1 W1 01 lat 12>7 SA17E LATEMLOAOO FOR n ee a eeraeveenvn I IJ Mf:IA _ SAFPLLFOAD I_ENGTi1 TYPE SUB 8F8 RCMU 3'-8' (421' PRECISE 1025 1024 1598 4'd (481 PRETyIST 765 763 1308 4 -6' ,(341 PRECAST 592 591 1073 5'-4' (541 PRECAST 411 411 745 5'-10' (701 PRECW 340 339 616 6'-6' (764ST 1 PR0 507 7214907-6' (W) PRECAST 424 534 303 S -4- (1121 PR W 326 • 512 230 1C-6'(1267 FWAT 264 401 180 11'-4 (13111 PRECAST 260 452 154 1V-O'(1441I'MCAST 244 402 137 13'-C (1601 PRECW 217 324 110 14'-e(1661 PREt1ST 205 293 100 14'-6'(OV) PRESIRFM N.R. 2134 91 15-4'(184) P N.R. 258 83 11-4'0081 PRESIt N.R. 1 194 64 19'4'(232) PRESTREMO N.R.146 52 21'-4'(2551 PRESTRESSED N.R. 123 42 2Y'-O'(1641PRFSMM N. R. 110 40 24'-O' (268) PRE53T1ESSFD N-R, 91 33 mAVF 11131107 Lnans FOR S• PRECAST & PRESTRESSED U4JNT1LS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH as-rt 47t- 2r er z` er12--a 1n1-II ono -if Ir mv- 2r em- ir 924-2T ane-1T WA-zr eFa-tT a>z- 2r 3- e< (421 PREGST 1N5 4 4394 5w 4m 7001 I gas 3SN 43" Ref 4132 7001 4'-0' (461 PRFGST 130 2m sae U15 3 Wale 131U 23a Saw 3e15 4em SM Wore 4'-6' (541 PRECAST 1207 mm 2R7 33" Qtl 637! fw 2m 2707 3vs 4711 sm 5'-f 641 PR8/ 15T loll 12n lIDe 339! 316 452t goof 1745 1 217E 1111111 1 301 3m 452z ti'-10'(701 PROM to 2593 3107 4133 1171 15» 1 2m 291 1 3107 3EN am 6--e (781 PREOASI 4 1 1 4 Vft 31s 37 13! 1 INe Sin I 2m ml 3712 7'-6' (B01 PRECAST 7D 1 2ms 2e07 313E I17 1a4 imt Ha Ie27 9 9'-4 (ItY1 PRECAST al 70e 1474 Ie15 2151 2!a Sol e61 is" tta Imm" 2010 10'-8'(1261 PRLCASL esI N11 111E 14a 173W 2011 5R as 14n nu sots 231EPREOASI 414 604 1m7 lAI51] IAIU4 sm" IN2 14Q Ill! 21M 12'-0'(144 PRECAST 47W 4541 Lie It 13a 1523 44 so 940 13 2 ISN let ton 13'-4' 1 PRITAST f ll 3e4 a7les tw 1143 1323 424. 4m 7a IIU 416 I tea 14--0' 1681 FROM 364 3N 6N n4 ea l 1220ad 410 424 m roes 1336 Isez 1w1 14 1 PRMTRMW 767 ffi0 on ne1731 241 3" m 9eo 516 1734 13'-i'(184' P ST•D 224 230 311 34e 4m ele W2! 6N 7a 1 III 1460 to94 Nt 17'- 4'( 2061 PM3M3= Im in.- t63 3N 4a 1a t 74 fie I 751 1271 M. 19'- 4' tu JPRESTRE5M10no3nteu447147Inm4" V3 041 lost 211 21'-4•(2581 PI8S7RESSEO la 142 9a tsl 3a 373 3u s37 4a 721 Ne 9N as oa V- D-( 1 F1ZsraE M lu 1t1 as m 4a sle ew 137 223 513 6N ea of 24'-0'(2881 PRE3TRtSSED u4 to eel tN 20 23t aft Mo 4nso sle/e In 7W NLIUSM IN PARFNL M AM PUCOV RMIMICNS FOR GRADE 40 • SEE C1?ILRAL HIM N0. 18 ON 9EE7 3 OF J. to) I MU ADDED RM*- SEE GFNFPAI. NOTE NO. 4 ON S IM 3 OF a ?SODUcIkPxe4ret3 FAMXAcr7t6nslvEo ••'" 81Y PRODUCTRDVISDO a 17oda, • V O yvllh aw F7arido .+t WoPlpdel .'SNo O J7C1OJ oY2 IbgoZoZt q 7 '• TE Uy E , J Mlmd GWurW + i R Elea t NnTE9 - SWEET 3 OF 3 4. .P:' Vr/lanit w Mt MAURl MMVW V+W ry -- — GEf K ROTE N0. 4 ON 9M 3 OF 3. 6' •, • PaoOUCrRSyeaO v5hlho P446 • ik p . Mtellt44n14f - a . 0 L CRNGPAMM G niDa1i !6 d\ J•• SFffNER. R. 6360, FLPEUC.N0.44758 RETE 8" LINTEL FABRICATION DETAILS cars racvnv I noes FOR all PRECAST wT 2- RECESS DOOR U-UNTELS SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH MIS wl'-a6 ow lww" 11r600 M30- LIf6-Io 6rN6-16Irft/-1 a 72- aN7a-la ala'i0- 4'-1' PRECAST 1835 IN1 37SS 4310 411 6493 760 1671 3401 aew a69a am 10193 4'-r (5'41 PRECAST 149{ 1S°a 30n 3M 044 5124 69a 1 3aaTanR4W eeeo roam 5'-8' (66') PRECIST B 1770 22n 2539 3402 Joel 119 24M 631a e0 7617 alit 5-10°(70' PREdSI' 810 IL33 2124 26{0 3174 370011132306631140tqa706 6-B' (W) FEW 797 601 fail 3120 sae 7747 445 M 901 In$ 3120 1 6046 7m, 947P 106 7-li (901 PREFAST 669 IM 49) 2459 3n6 5743 1239 6e2/ 765 1490 2459 3770 7 1167 PRECAST 11 M 15" 1233 3129 4091 3145 626 MINS 112, 4B1 531liq n THE NUMBERS W PAREMHESIS ARE PERCGIT REDUCTWNS FOR GRADE 49 RE1D ADOED RESAR. SEE CFNEFIAL FINE 14'0. 4 GENERAL NO IFi r "IIi- 40M od py rc 1 at mar (301 fiou w14r 4 c1 ry4. 9w ad 114ysg127y0 byq wee.byy6a 3) no& rd .INm W ad Mrd Itds 0k 40 W alW Wmde W ,eawl yn dd0w Hr J rt61°nrK/wpiNi j = 60oi li°I w ha. 4u14 IDi 1R a.. ad bw -A PROt Icok SKEWTSddtOqw=r. dYA1. dlMn a 41 Swo 06H Y.b a w;;AvL a way 714a. 17 a1.e a v a dbAUW w t o 13 rams U' ft qfer.f.&.0et%".1 ud d a * 0% 1b adOhtd 01 h O. d"lp" —mb ermMW M6 fna w al. Ird W W q odxiAy16i'dmaaL+ Ma" 4aR'IId ad di.. 41 #- M 1rm. W low 1= IW Kit - 6.1 low IQ edb low oUd'ram V lo Meld A IN 4afam of 0. 1dd dF SAFE LATERAL LOADS FOR a• eebrn•aT•A 9" bloP014 hnno 1fA vim A SAFELOAD PLF LENGTH TYPE BRU8 SRF6 RCMU 4'- 4'L (521 PREC1lST 758 757 1184 4'- 6' (34 PRECAST 694 1 693 1073 5- 6' (01 pw.* T 400 407 655 5'- 10'(701 PRECAST 382 381 616 6'- 8' (aco PRECILST 393 788 464 7'- 6- (901 PRECAST 609 1374 363 9'- 8' (i 161 PRFAIST 370 490 214 SEE CUM MORE 16 N° 1n•LC4u".1 ' 1 09. ktr. °" mmNoo e• d, b mmael. IS)W. yu4M+.m/" yM yWp 1m(d l-l3W y 0QI•) sYd lir adEdlWbi' W ba q.arfds Sh visa lead + W4 1Mmld fed s 10 10) rar wr44d. odd Oeyh ad ftm w 4ab fad 04m ro4 6a No dam 14 4lo Wd Iea,Om at Am be 4d. Id re fad ta14d W dean 11)3r to — •or•- - Wbwd6 l.d• IQ 361" load a ax.•d On* w11sb w b 6M .d AO 314 it) AdZ0° damwd r= u p106Q "45- Ww. Sr ymm 4' . 1/2' CLR 4 — = 4 SEE SUE LOOK LOAD UM Fill I= MGM F IOURTr 10 3 IBMor SIM SAFE UPLIFT LOADS FOR S" PRECAST W12a RECESS DOOR U-LINTELS is49:g• O4rra SAFE LOAD - POUNDS PER UN EAR FOOT TYPE LENGTH 6Rf6- 1T 10-1 IF74-I 6-1 1 076- a m-11 006-2r 1MS- a074-: 60112- OM-21 Mg_ PRECAST n 115a2312 AS6 3751 4445 6/40 IF- 1066 still 3059 3751 4445 5140 6- (' P d15f 067 lw4 2371 291A l57 4D5 4943 last 1604 22n Sn 360, 42" 4a47 5-r ( 6n PRECAST 6n I Im 2326 U54 3382 3211 675 f: a9 Am 2326 nS4 Mu a911 5-10'( 70'f PRECAST as Iw 171 gill 2n3 32e6 2710 656 12311 1 ITO I 2259 2773 w 27 9 6--e ( an PRECAST SA Mew 1 1910 24a 2611 3321 570 I= 1630 IM 249 20 30 W6 a 1394 ' 170 gill 2517 60b0 506 696 1 FM gill 667 2156 116-) PRECAST 461 M 1221 1159 2160 1!S b40 1072 IJ06 1016 2131 1) THE NUMBERS IN PARENIEfE95 ARE PERCERT REDUCRONS FOR WAM 40 FIELD ADDED REBAR SEE t;EAIERAI HOLE NO. 4 B!!S BE4 EF12 KEYS TYPE DESIGNATION f -1IIaW wt f2 haul a FF t1IlU3rqR47011r8F16--18/ IT fm A IM J ,raw % 1, Im1a3l war 11f2wt a TOf pawalaP l UL 0 16270 14 Y 1-Ile CtUA cXA J F%• 160Yf V..' 15amaap0011d L00R OAJr 8F32 33 4t4,, PRofwcrituvlsso go BEZS. f:•' omw 1, 2 W IRIiRIAL aN comptylos uidtmo ftmudir I= O'1° Rt9411m ••• H16WaPkdal 0 44do 14 PROW e Z'OZZ •+iH mlkgyy A10 •fir .•< ' d'1r d/ Can1w wea,baa, 3s_,Q-T Z SiAK IO + a Lrd lLaAd ma4 6324 CR CRSNb79 GERMR. 53564 nr.:ula,4. ra;a:,.4rr.11111irirr r rr rGr: , rlrslalr.=rrQl rl: ar•r1c r_9r::rsr: ..... 0 a DETAILSo-ju;a$ ia5rah~r rr, sF i ii6 tiImWolipv M IAM 1-IN MIAM.I-DADS COUNTY o PRODUCT.QNTROL 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) w,rv.miamidade.eoy/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 AID (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", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturee's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No.17-0821.18 MIAMFDADEMUNW Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq JZg/Zoi7 Pagel Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by aCraigParrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fleyural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS L Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pmrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E, dated March 24, 2003 and Drawing No. LT4612, tilled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables"' sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. jj-f g. dL::Pe 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 ofPermitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (JZM. E. MATERIAL CERTIFICATIONS 1. None. k, 25 4 &t /_, Cffeliny' 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 SUBMTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianri-Dade County Department ofRegulatory mid Economic Resources (RER). 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 AS .w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'r TYK 'e-Sl!FF vtYl yL vci va1 L Ar+e.0 i , . / •ice Mi r yi G IL KIQ aZ a IF1lD rr-a.-.ter• . u, . i, . u. - 4" SOLID LINTEL DATA TABLE GC1a It:+ts.ii d 11GIr yrds rr cc:aur®v c nof FGLOCJ FdLCT:7lk:l f k1.::i'J [d(L VfZL" 7 i1 [?L7 O eu[naefcrua:a1051/r271:Jr=•veu 11 r•ev-IKamyevvaIF1' 1 ! 1 LSO! Vt 1LG UG1 r: Ll Qa r}e ar r,r.,rn..rr.u>.rtsrvur e c nnlr n sera alydYrRr.7.}7rtr:lls'aralc/:rat,7crsimmm WI21.1:.^..i CSCS Ci'S O rlp rrMMLc Or01MRr0a a r[arow m r0O w ApmvAL a s aOII[O a C/r+ra IAl7 AM CA Mn a 4:I900= O0 OaaaYaO roaart aIr rlurr Barra e0[mrr cw-co [ M [a L Oa000ma tad 1/41 W AC1r Ai1a vv. rL Pa A Ilan r. MWO Clalaa. 0 as a Oft 00aW . 2048 IL aat N "M "IS L Mo W MM 117ar[ M 8102M WIM Me OMM 61AAW L CC=" snwWa O h . Mr0 ra r00 W . nql a0 o OWN rre a= as M t[0 Oaa00na 0KQ Tar a wfu - la. M WAR off"h . AM Ia M4 Oa0 MOW NWA . •. Oa0 va 0aOa01 c ala remmamwrmSIM lai a LslowgmaON "a as M 10 K r10M IllsalM : ta[a0 rm aal m d. "a if Mal anW nra M0a1M1 no FWL FA PRODUCT R67ry5® a coalpV% wah dco Flwi G .•' CHN ' . Q,aa. A doa pWxOOM l7o8Z1./g rRwucr Ri:vlsw ErP' Uon Deb y Y,(!7 w ooledYlaC •nUl IM FlMida 0.4 / 8 Bte1+.d[ md o o 0 03 k'• * A ula. 18 8 OF•: iNO aMPARF OR 10 .` 6924 CR 679 J'7MIAl C W SEfF%(ER FL 3358A vimfRm a,. r a8 / r. lW_y7, PRECAST AND PRESTRESSED _LINTEL DETAILS I V I. rh _:: T_"" 1R![ WYp OISUIFII .mww .. .. 1 mruen min e[l l-U t jl l GENERAL NM Q Lourlotr 000ro •' rr6 XmEor J sdp uen • M N a1 bod labia bmd a •doom 4 bah o edol 6 oda0• badba Wabob for b6a ILNtmeat61/3 Lehr YRR 3) FmW IN merle bod WA bah )cbda 4) Ara arc•= L paalbub brGdo Iba paced raScWo for p, Ka 40 all o" rot, J3' 6Cdi A r ed•cl%714B4NW - Itbod i0 HMO 5) is Fd4b mrd c aaad d 4) aim (ie/ kkb a rq**L 7) 4' slob Wdoa to to •/ a •moot= bodadd ed 6) al d%yn"AWlydce,mt .f edd mad M* sm m04 aeLleew d oftwels d a asoub* a road abm d 4-aaw ( W t4 Iraaob a ca m.N ,do= ee, a.Nu .t 0.aft Is 13) IM . data a•I•n d eAda LaL5e/ L adaAar a oet afd ban a ooeplL9mad doe= •>pEee L aaaod•aa •Thy C aZ• • r aOv ap6m•1 ep04V uj Mb dbdd Oa C brGr PAW arnOM! boinlad cle w •W e Jptld aaAad Wd 4, S IA Sda aarlbd bat Sda 15) For ao•7od'• mid hdP =t ab o, vas •ah bod Imm =d Loa bdpt *w& I1) For tM hr4A, rot *am ba a o bad from mt bomot Wo db•o In Ida bob •,• apatw-ad 4bod4 W4 16) Sda bob bad on ,abW dWP an:WJJC 00 ondd0 31L i» Lmd' 3d6b I d d dSNoeS, .WAioSEESAFELATERAL L010 IA M FOR LOAD RATING r'++;b7"• y1L FOR EARL AD=REFFO 0 ) v +•,, r9 RRALCOURSECUU4 •tvv 1 O:RTV115R6iM1 FOR I' URELS 2) 15 RWAR FOR 12' UNTFLS K CR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS Cas,n Rrn GRAVITY TYPE LENGTH 4S8 Y- 6- (42' PRECAST 1180 4'-0' (451 PRECAST 959 4'- a (54) PRECAST 789 5'-10'(701 PRECAST 460 6'-8' (7n PRECAST 360 7'-6- (90' PRECAST 260 9'-4' (1121 PRECAST 156 10'-6'(12b-) PRECAST 116 12U8 4—ft- 01dsrn UPUFT LATERAL LENGTH TYPE 4S8 4S8 Y-6' (42' PRECAST 687 371 4'-0 (461 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 8'-6' (78') PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10-6'(1261 PRECAST 152 43 12F8 12F12 12F16 10) wL - Rd e:La ,• .:. 11) ftOm Mt • ddd "bar 1• to ball! d Us Won of Me tad =dd. V }~ ,•!• • ' .r r u•- UPRODIUMES608U8 8F8 6F12 8F18 amnplTm0vl0 tho FioAdr j?'', 1i`••} y 6+•N vma 2./ B r a:v . L}7 sue= TYPE OFMCNA110N 6 • • • • y' • yY• •,• •(:=•'LDS• ' V: '1 r— r-rummaau m F•-aaom A ,' i.'. .•'ice r• d .'. :,!' :; ''•s . a•amv aowrw D •';. ;' 4'.'ttc '^i! , tDa. 12F16-28/2T ,;. ;;.a; fir: i :;t . i':•, M ;;'. f,,.,+ 4r•:,•r :.:±^!: i% tic'.' IRq pwOfaO N tYmi a (. a • C.• r 9., a-yYaw • •• 1"! ii 1'.%i • u „)"": ,4::l Y•: '•i f too i.s: Sr , ,, o rr,, • • • :. • • i h y 4S8 .• Y :' G ' 10F 15• 12F28 12F24 12F20 1 PROODm1U1)C'Trur IAry) a + • ` • !Q •om mf e m 00a • S, ti:' • * 7' OYlld CodaPla(da fI 5 ODimaytl1006 • • • • • • • • T°• T4 • :, CRAIGPARRWO ltAi • /8 6F32 6F28 6F248F20 '4 S' S, QN E'<JG` •` J {• '_'_'. (\//' ^''•', —CAST 4", 6" & 12" LINTEL SAFE LOAD TABLES as. riy. RF aWC OWW14 mUW IP mm AtlWm SCaL• ats e0t 3A410 I Cf= W, = pi - RQ a 4036 CIdRm:lp. uau 9W. 1 " 3 QAVX nRA% iTV I_nAnS FOR H" PRECAST MUNTELS wsr4 m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60 OFS-10 6F12-1 6FI0-18 MM-18 6F24-19 6F26-I 6F32-IB S-6' (421 PRECAST 2M2 2675 3392 5050 6148 7227 I 8297 1 7 4'-O' (481 PRECAST 2025 2313 3892 5050 6146 7227 8297• 9357 4'-C M PRECAST 1654 I887 3833 5050 6140 7227 7 7 6'-10'(701 PRECAST 1067 1260 2196 7 5734 7227 8297 8226 6'-6' (781 PRECAST 949 1078 1831 2850 4328 737 82117 9357 7'-8' (90' PRECAST 770 OW 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 564 610 1056 1523 2084 2795 3731 5017 10'-C(1261 PRECAST 503 566 895 1270 1706 22M 2898 3747 11'-4'(1361 PRECAST 457 513 805 1133 1507 1052 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 22M 2808 13'-4"(160I PRECAST 373 417 645 095 1170 1435 1852 2285 14'-0'(1651 PRECAST 351 392 505 835 1067 1373 17M 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1196 1437 n THE NUMBERS IN PAREMNESS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REGAR. SEE GENERAL NOTE NO. 4 SAFELATERALLOADS eno A- ooMACT 1 U IMTM A 16p< 11" I SAFE LOAD PLF TYPE LENGTH 8U8 I 6F8 RCMU 3'-6' (421 PRECAST 567 1055 596 4'-T (481 PRECAST 487 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 Pff"m 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4" (1127) PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-O'(16n PRECAST 111 202 32 17'-4'(208 PRESTRESSED N.R. 130 21 SEE GDIERAI NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS MV-4 Mn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6f0-IT 6P12-1i 6F18-IT 6F20-IT 6F24-IT 6F28-11 6f32-IT 3'-8' (421 PRECAST 1412 2074 2715 3356 3997 4638 279 4'-0' (48' PRECAST 1225 1800 2357 2913 3470 4027 450 4'-6' (641 PRECAST 1053 1592 2084 2577 3069 3562 4053 5'-10'(701 PRECAST 931 1 1222 1600 1 1979 1 =7 2738 3114 6'-8' (787 PRECAST 723 1097 1437. 1777 2117 2457 27117 7'-6' (90-) PRECAST 648 883,. 1249 1544 1840. 2135. 2431 9'-4' (112-) PRECAST 573 57104 980 to 1252 1492J 1732 1972 10'-6'(1287 PRECAST 514 462Q4 787 1121 lMqj, 1551 1766 11'-4'(1361 PRECAST 474 404 04 655 fm 985 1213 1442 1645 IY-O'(1441 PRECAST 454 367 619 tm 888 1093 1299 is 1508 13'-4'(160') PRECAST 402 308 516 738 906 1078 1247 Im 14'-O'(1681 PRECAST 368 os 285ro 475 IN 877 832 999 1145 17'-4'(2061 PRECAST 253 to 208 j 3311 476 585 693 wi p) THE NU118ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 PRCDUCrA9V1SFA 8deilrwd6 EaFtmidiu.IAee — O - O 7I.I8 8 QY o -w PRODUCTROVASSI) 0 0b16AFhrtT4a Aeav aum - o3.oT P( .• CRAIGPAFRLSO 'IE SEE GENERAL NOTES -SHEET 1 Of 3 . AaVAL`'`' SEFFNEI .9;L5g1 1ro1 FL.P.E.MNO.4475 MI --imWflaw— c. o-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES l oAi6 SAW 1 mm ul ampAAWFI.-Mmuml UNMIA Will acr 2 of 9 nQ• PA 44 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-UNTELS wsriCwm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 pRh18 t7Ftt->8 t>rlb- 17t10-i9 tt124-211 t1f16 i8 t7F17-26 Sr (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'- 0' (481 PRECAST 2923 4232 5836 7619 9J52 11060 12755 14438 4'- 6' (541 PRECAST 2396 3464 5304 MIS 2 11060 17755 14435 5'- 10'(701 PRECAST tell 2320 3218 5234 8487. 11060 12755 144 6'- 6' (7111 PRECAST 1383 1986 2079 4126 6421 IM32 12755 1" 7'- li (90l PRECAST 1135 1628 2131 3218 4676 0756 9763 135 9'- 4' (112' PRECAST 795 1216 1535 2230 3083 4107 5593 IO'- 6'(1261 PRECAST 614 1043 1295 1853 2510 3323 4334 56J2 II'- 4-(1351 PRECAST 518 945 1162 1649 2210 2893 13719 4746 12'- 0'(1441 PRECAST 455 878 1073 1513 2020 2617 3333 4206 13'- e(160' PRECAST 359 767 920 1294 1709 2188 V43 3409 14'- O'(1651 PRECAST 321 720p 865 1204 1554 2017 2451 3106 17'- 4'(2081 PRECAST MR 451p 631 551 1141 1428p 1750 2102 I9'- 4' (23n PRECAST MR 343 477j 700 926 1152 1380 1609 1) K mamma a PMDMES6 ARE KMWf RmucMG FOR 900E w mo AMM ROIML SET cm4 N01E RE 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2' RECESS DOOR U-LINTELS 4 MIT- 1ef9r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M 111016.26I21110- IMI-3 ISIO- W12-V IM11- I1RT 4'- 4 (521 PRECAST 2538 2942 5460 7564 9640 11669 13679 15M 4'- 6' (541 PRECAST 2319 2740 5460 7584 9640 11669 13579 Men 5'- 8' (687 FREGAST 1347 1841 35M 63SS 9640 11669 13679 1567% 5'- t0'(701 PRECAST 1259 1758 MOO 5954 9358 11669 13679 15679, 6'- e (801 PRECAST 924 1430 1633 4415 6864 1 7'- e (90' PRECAST 703 1203 2157 3494 5259 7422 176M 9'-8' (118' PRECAST 389 813 1451 2157 3203 4427 X 40 FaD MW . S QTOR 4a SAFE FOR 42- 1. J m i"i 1P' SA LO O PLF LENGTH TYPE 12US 12F8 I RCMU X- e (4Yj PRECAST 1295 4 1 393 4'- 0' (481 PRECAST 1295 4841 299 4'- 6' (34' PRECAST 1049 3922 2417 5'- 10'(701 PRECAST 681 2547 155 8'- 6' M PRECAST 579 2167 123 7'- 6' (90r) FmAsr 474 1771 914 9'- 4- (1121 PRECAST 355 11326 58 10'- 6'(i28 PRECAST 306 1143 45404 it'- 4-(13n PRECAST 278 1041 38 12'- O'(1441 PRECAST 260 971 1 34 13'- 1'(16n PRECAST 229 857 278 14'- O'(168)PRECAST 216 809 251 17'- e(20n PRESTRESSED N.R. 633 16 19'- e(2321 PRESTRESSED N.R. 534 130 JCL VL1.L.V1L -1C .. SAFE LATERAL. LOADS FOR 12' PRECAST w/ 2- RECESS DOOR 114JRTELS LENGTH 4' 4' (52' PRECAST 4'- 8', (541 PRECAST 5'- S' (601 PRl71yAST 5'- 10'(70' PRECAST 6'- r (8n PRECAST 7'- e (90' PRECAST 9'- 8' o w) PRECAST PRODU4Tl. Svtmo MdWcam m tha FEW. aZwommi 1.'e SEE GENERAL NOTES - SHEET 1 OF 3 upmm or c SAFE UPLIFT LOADS FOR IX'PRECAST U-LINTELS 4w" OAm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IV5-21 IVII-21 IM11-11 I21'1P-21 WHAT 2t 12F32-21 3'- 6' (421 PRECAST 2762 4267 5613 6930 8264 9589 10915 4'- 0' (41r) PRECAST 230 J721 4872 6023 7174 8325 9477 4'- U (541 PRECAST 2113 3291 4310 5328 6347 7365 M4 5'- 10'(701 PRECAST 1623 2521 3310 4092 4875 569 6441 8'- e (781 PRECAST 1444 2972 305 4373 5081 3784 7'- 6' (90' PRECAST 1267p 1767 319 3806pt 4417J 5028 4'- e (1121 PRECAST 1028 117 200E 2590 3087 35 4079 10'- 8'(121r) PRECAST 920 947 16120 2281 2764 3209 3853 II'- 4'(1367 PRECAST 858 829 1404 1982,j 2441 290 3384 12'- e(1/41 PRECAST 811 753 1269 170J 2201 2018 3032 Is 4-(1601 PRECAST 678 633 1057 1485 1526 2169 2513 14'- O'(16n PRECAST 822 586 974 1365 1679 1993 2309 17'- 4'(20n PRECAST 434 427 595 964 1182 1402616Y3 19'- 4'(2321 PRECAST 366 370 593 817)1002 1187 1372 1) TK Rl IRM Of FAFSNR M ARE PM M W RUMMMSf4 FOR 90M 40 FOIO MW ftwx sm GMA Raw RE 4 SAFE UPLIFT LOADS FOR 12" PRECASTw/2" RECESS DOOR U-LINTELS 611+ 6WIMI• I SAFE LOAD - POUNDS PER LINEAR FOOT S8 4'-4- (5n PRECAST 1626 2685 3740 417 4'-6' (541 PRECAST 1558 2582 3602 T5 V-e (68' PRECAST 1210 2042 25M i5 V-10'(70' PRECAST 1173 1084 2789 17 6'-e (801 PRECAST 1020 1535 2426 14 7'-e (901 PRECAST 904 122 221 9" r9r8' (11el PRECAST 703 771 01 1472 Riate0ls a rARwnEss ACE rEa1>}+r ttmuctRla tat E N S ' 4p rta0 Aooto 1tEBNL sEE a]taAL ttoh Ra 4 447 Ylo PRODucrmosa0 CWM Ihoho Ro(da A- Vm,!w No It_° 0 0Me 3CRAroPARR1110 ' I"^ 6324CR519 RCAC`•`, SEfRi6R i0. 3;m AIE,•'` Fi.P.E4dCd1101OP758 1uCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES to twos MW-14 I CUM M MW MM;W I scut ILTJ. MIAMI-DADE I NiIAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inymmiamidade.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 AFC. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -bade 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 Helmy A. Malcar, P.E., M.S. MIAM DARE COUNTY NOA No. 1.19 OV21/ Expiration Date: O5R)!/2022 O9 /Z$IZe / 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 06107196, revision #1 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on f exural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/I1196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 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 Am. eristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 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 #84M19805 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 04/03/96for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484M20749 dated 04105196 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 I of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. Cffelmy 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 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7. 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 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 (RER). E. MATERIAL CERTIFICATION 1. None. K 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 Ikimy A. Mal6r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 0521/2022 Approval Date: 0928/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). 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 f exural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega; P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Offeirny A. Makar,-?X, 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 SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 114-14 W. 9/zz 6plelIny- A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-6 AST• R HIGH STRENGTH PRECAST LANDPRESTRESSEDCONCRETE PRODtICt RwISCO a cov plyias xmi wA Fla" PA00k=RGIW *W m avtyilylnaalp m• Fw" fculacm ft od&m & 0 2 c m f os DoOdIMC06 1 e rReaAm w/ 1 lochs y0-mil By Deal 114114711. r PAMU U-M Y12 0 8ASSTIRRUPS TYPE "B" STIRRUPS Y n STIRRUIS aam PIT& YCI x In Ia aw:r_air_I:I R1 fOCi1L t_fmDt 3 f] f 1:lmilaij MIR14 J11G`illtL.f[CSGiR[>7G tf>• 1YY-L 1l17 RF3CiiQ0CFaD i::aurJMtJ 1 •. Q ClZfriO 6AMAC-11L7WTXL r " i1C]VL}17lltiCcl fT iA fPGSi[:7iL1 ilEf Dc3.:•l OC£ti D`=['::l RJ>i[CZ16.3 Q I Ori•a®mc m R" PRFCAST W/ 2" RECESS mg U-LINTEL DATA TABLE fr-- lT c.+1;o11 1I1_•:•T.:IttTr- ti m!i1 VY:•-'8Ti(fl iL l:iiy Y:Yi.i( WTfl•YL'_:•L:Imti 1'I11;1.y E nati 19Qa T 4; ;4,y) wr", FiG>iaCJ r SiLT.2F7 till I:L aI •T.`P'.•..: Dti'L'•3E]GCdl:IL\ RiW 1C rGl'i Lir Z•Lt1llla riLSf R..V.tT. VtYL':J iL'f71-f t11 c> T•'F fll:a rtr:,r•_'1 vrrs,. • ,F]t2ii va aa' f.]G1fiC.F]QY[C•yflil>fCL":1 R'iF:",f 11,L'[G R'/L{RC>• GGiIF]6ir SiFT iICi I Al i1L'C iR/]ft7 rrt-,Rresi[rneuir:s r v.+.r:i.. r rJ> 41 cm •itor/• W Arl T j 7 mi•rmutPtW A yz,T t M 180 CUM Wm8W81A a m*VM M FmWW M1mOMAt. tr 11 Fm " m R cares t LAW Am CUM a fQlmmm 7m OrmNlm WNW = Man Vogul t7mlfm tY G4-Cm[I[ 9% m6 1. m]folma lrl6i 7AS W Atmr AMM K K a HMO t11 MAL Khoo m era Ala it m7N OYi 10 AM Mth•r/Is 00 swum a cman SLUM IM aim tWlOat lKM1 t01/-MALIII0I IRUMMIS N ON N rla iWORm GM 0011 ONN amA1D A1lm AHa - mi of SMR'•m • 4 tM TK ILO aC mlcmtsn /• • 1mf m m r l ro UK imo0. slteca t mtmaa ARNMEm11 tmrmar t•• " all to M All 2t as as FMAX - " turn". a 0 0, or a ron' 9w K U nmro wj 71 mmll MImR11 r181Z - an ( Cara W t:0i0mi A W Um m Umanmuamtlmetmawt"ia elta L TfIllilmDV F1pllmlm to MW UrWM Ala Wlmua 1=06 Ns • / PAoollctmonam vT «• mplylrm a4AmrFMd• AtAc gftCbi•plotel ht o c AZw SV•' -li y u CRWPAFKNO rG.,, 01VAi s':;•`• FL.PLUC 1410.44M mw CAST-CRETE 8" LINTEL FABRICATION DETAILS C nwrc nenanry t nene s:nn AN PRP(AST A PRESTRESSED U4JNTELS ayri aera' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH am 11a-alcram- ef12-45 an2-te eFle-Oa arms er20-oe an0-m- al14-0 m4-Ie W" orts•le e172-41e vla-a yam- (47 PRECAST 2231 Sam MIS a103 Imam ism IMI JOGS 46M 6tt3 7311 U74 Will I= 4-0' (48' PRECAST 1968 2591 2751 3- 4 uoI 143I3 405 11t3 7547 974 1=4 It= 4 -d' (54') •PRECAST tee Itd 1140 fail 3753 43A GM 4214 21" 4373-1 4113 75470 0172 1 1=4 1ta09 7 PRECSS[ 1217 1349 I4x IS" 2S60 31D 36N HE la3 3310 alp 1342 aJJ3 Ta 5'-10-(70' PREZ:15f SOB2 t103 Ina ml 2541 7A09 3M 1451 ml 4d60 71et e3t1 T-6' M PRECAST go Ilse 21 3707 4313 6011 1231 2177 JIM PIMA 11= 90 r-d PRECIS[ i Ky roll tan xu2011 Dili 36a5 rou 1 fat aet an a7: 9'-4' ((t27 PRECAST 55{ 1169 1925 340 91e 3302 702 1143 1645 346 POW 1310 IG-6' 12 PRECAST 475 ea ON 1247 f093 2771 2163 tale 60 1031 13a 1 2053 II61 3643ed 4734 11'-{'(1367 PRECAST 362 on 941 um m-41 2423 3117 m40 152 so Im las 2m 310 1 lax 1Y-0'(144') PRECAST 337 aw e73 1254 teas 2393 UN I 3S4 540 03 1254 Ifel 2W On 35M 13'-4' 1 PRECAST 296 al M 107a t4l9 lase 3311 2m3 at 7m Im HIS 1535 1370 250 14'-0' 1687 PRECAST 279 701 1002 I3U 16v fill 2W 4424u 701 1002 1396 1697 2JD IRO 14'-e(176) PRESTRESSED 91 too Ile all tat is Zal a 4sc 7w 1370 1402 2243 2917 all 16'-{'(1e47 PRE51RESSED NA 14 m wwo to la Ra tl Ile I2m Im 2m im 013 17'-4' (2081 PRiSTREs W NJL fill to m0laNo m DO 5N 130 1330 160911032 70e7 19'-4'(232') PRESTRESS N.R. u 7w wIZ1323342076043filllouRRdla 21'-4'(25d) PRESTRESSED R to aR a to n III in Ito 340 991 60 11141408 22'-O'(2641PRESIREM MR, to to nA Rlloss Re 1® J1a 970 647a lea1311 24-d(26n PRESTRESSED NJL la III 129 ts0 45o 04 ea12n SAFE LATERAL. LOADS FORaeonwHoer u . tV' SAFE LOAD PLF TYPE LENM SUB I HFS RC4MU 3'-d (421• PRECAST 1025 1024 1595 4'-0' (481 PRECAST 765 763 1309 4'-6' (54j PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 PRECAST 3401 339 016 0'$ MI PRECAST 507 1 721 490 r-.r (on PRECAST 424 634 363 9'-4' (1121 PRECAST 326 • 512 230 td'(128' PRECAST 264 401 1130 11'-4'(1J6ry PRECAST 260 452 134 12'-d(1441 PRECAST 244 402 137 13'-e (1601 PRECAST 217 324 110 14'-O'(t681 PRECAST 205 293 100 14'-V(176jPRESWE.= N.R. 2$4 91 15-4'(184') PRESIRMD N.R. 259 53 17-4'(=j PRFSIRESSED N.R. 194 64 19'-e(23n PRTSTRESW N.R. 145 52 21'-4'(2507 PRES111=0 NR 125 42 2r-O'(264') PRESI N R. 110 40 24'-0'(28nPRFSTREM N.R. 91 33 navP 1101 lrrr I nenc PnR R^ PRHCASTA PRESTRESSED U41NTELS 4A-04"ia2'G SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH airs -It ela-a V 2-R aril-11 alatr 1na21 rt erto-a Ir en4-c 0211-17 em-a aM-Ir vu-2r 3'-0' (42') PRECAST 1eto 210 43% sm ml lam less 4354 no 402 7001 d (48 PRE3ASi Im Im 3m sets am eon 13a 2x5 3010 3315 3 a375 Me 4-6' (541 PREWT 120 2010 2t07 37R 400 4711 0371 1237 2" 2w 3375 Am 4711 sm 6, (,' PRECAST 1010 171 Wil 22011 3399 336 4521 Iota Ins nx late 3m m Asa 5'-10'(70 PRECAST sm m 23f3 3 4,33 m 15p 20e0 2243 310 W 8'-8- PSI PRWASr a titer 2321 32N 3r1 so 11 6m 2790 ml JIM r-6' (90 PRECAST, 721 1 IMAM eats 2a27 31m 7v 1226 Im U23 2420 79v 3m 9'-4' (1127 PRECAST M 741 1131 1a4 916 2 15M ell as 131e 16a1 I1m 294 tall 10'-6°(17 PRECAST in VS 916 nee 1461 1Aa 202t 6x 03 1181181 1472 tM 209 2346 11'- (13a7 PFIEOASI 1077 III4 1513 1753ml 907 M2 1372 1143 i91S 21V tj 12-0' 14a PRECAST 435 M 93e II 13m Ism sx 910 1302 Isom1a 2015 13' 1eM1 pRECASTI AllN410 310 607 765 964 11Q 1323 400 7e0 IM t1 1 IS17 14'-0'(/68') PRECAST 35a 5m n4 9n 104 Im 425 717 l0U I= 150 1007 1i-Q{176 PRESTRESSOD m ae ot2 eu ne lul Yoe 3" 163 so I 1514 1734 15'-•4'(184') PRiSiRfSSED 224 TA 313 361 4m 1 41e 1v m 769 12 917 1460 lOS4 0 17'-4'(2081 PRIMIU SEU is me I w 1 7401 t n 19'-4'(2321PR4SIRESSED In Wmd 341 44`7 Awd 567 Wal 747 In263 4l1 623 841 loss tv 2l'-4'(256') PRMTRESStD 142 701 0 307 3971A 41) Sm am 042 102 373 5v I ms toe 2 -0' (21i1' PRESIRESSm 131 117 2m 379 412 so m 137 223 33e 13 m 413 19l 24'4(2887 PRESTRESSED IN I 261 S42 11 492 0A 114 on 319 0S 601 A a70 n THE KUWa G IN PAREMTR M ARE MEN RWUCTIONS FOR GRADE 40 • SEE C0IERAL NOTE K 15 ON SHE 3 OF 3. UI) IN FIELD ADDED REHAB SEE GENERAL NOTE NO. 4 ON SW 3 OF 3. 9r.GDcx faw 1R0 WCI'R97BWtA '• PitODUCTR11VtSE0 'I m- 00=R3p48 a59m1d6 1°I°> 6v1mm4F7a( w OCa16, Alh The Flwlda B.aa%C045 oZ2'i•/S' AeoeOmme 14tr c NojT i t 2oZ a tAh z -0%' it Dy Necu NnT6'C - SNFtT 3 Or 3 GIM= NR relw Al RUw11 j - V.w/c w REE caIETE4l EMOTE N0. 4 ON SHEET 3 OF 3. I : . 1It47D17 W11- AAw1W P0p b4. PIWde ' A• * • .CRAIGPIIWWO ng6mtlmor6 O ' 6 0924CR5m . pp 6EFFNK R. 33504 n k FLMLIC.M.44768 E 8" LINTEL FABRICATION DETAILS n OIIB r3d'36, r.L - m m um mu CA a SQte _ __ i GAFF CRAIFITY LOADS FOR e" PRECAST WI2" RECESS DOOR U-UNTELS 4331s 4t• ea SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH am a" eF1 M1 one4 11F3N LVe-10 431Fa-I8 M 4-1 VVWI 6e21-i mr36-1e e6F3o- 4-4' (521 PWS1 1635 INf 3255 31D0 431N 542i 143 7{67 11I1 30 2M 6i31 alto 471 I= 4'-e (54 PRECAST7 1494 1S°e 3313 IM 3f61 4346 M4 GM I751 3ai a= Oe36 EM 470 IOW 5'-8' (66') PRECAST 806 610 I7m 1710 207 U39 3402 JN60 118 20 4567 e36f av 717 dI1311 5'-10'(701 PREmsf 810 1sv 1460 1I14 240 3174 3mo TITS 23f2 V 4141 CWIM UMM Mma7o1 6'-6' {6p'} PRE0AS7 797 101 1073 3120 5040 7747 6445 f01 105 3120 aW 7110 t471 i-6' (907 PRtTASS 6ti9 79 1490 24" 3770 5743 72M 706 H9N 1459 3776 P47 15, 9'-6' 016' FREW 411 1f6 1560 2f33 J121 4091 ale 6f6 Ism 2252 312A 40 THE NUMBERS N PARE)1T W ARE PUM F REDUCTONS FOR GRADE 40 FED ADDED RESAR SEE GENERAL NOTE NO, 4 11M LATERAL LOADS FOR b. mmwndar.d 9•r mermt nnnm Ili 0drm1 R C a SAFELOAD LF LENGTH TYPE 8RU6 8RF6 RCMU 4'- 0 (52' KEW 750 757 1164 4'- 6' (54' PR6CAS'T 694 693 1073 5'- 8' (an PWWT 408 407 655 5'- 10'(701 MAST 362 381 616 ir- e (601 PMW 595 788 464 7'- 6' (901 PRECAST 509 674 363 9'- 6' (I W) PRECAST 370 490 214 4 SEE Ci]m NOTE 16 SAFE UPLIFT LOADS FOR 9" PRECASTwi 2" RECESS DOOR U-LRVTELS 4- cp4caem SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH f11FN- IT WO- H WW- if WO - A epA1- 1 6W74- 11{Ine- 16- 1 11 W22- MI- Il MU- 11QRF73- 4WJO- rt 4, 0 (Ila 666 13{I 305t 3751 4446 ONO t06 I= 9Jo 305N J731 4465 5140 4,- (, 657 Q01 2172 1933 3601 4D5 4%3 OP W4 2172 2A5 36P 42" 4143 5'- e (651 PR11'i1ST 475 1 IM 232e te54 33{t 3911 05 n69 I767 238 2I34 3W 3911 5'- 10'(701 PRECASF 53 11P 171 2431 V73 JMM t1t1 56 I2D 1T46 239 Vn a 17II 6'- 6' (WI m mSF 370 N71 1 ISM 241E Who, 3321 5m 1060 1330 IUD 2421 291 9 7'- 6' (90' PRECAST 306 742 UP 1 2106 26P 11{5 an ame 0 nu 216e 25P 21M 9'- 6' (1 I6) PRECAST AS 461 w 122E 1a4 1 2150 795 SO tot 13H 2016 1131 f) THE NUMBERS N PARENINLi15 ARE PFFiCE]1T REDUCTIONS FOR GRADE 40 FIELD ADDED RM% SEE GD EK NOTE NO. 4 q Iv .met , •5+v t s I0'1 aim a 1M ew motel TYPE DESIGNATION y., y., mdl.6 f • Alm 1Cm0 MIT / 0 • wam 1' J a 6100°ma .y 13) . 1 ao".m. q& :1.°0aaa.14 =10 Rsci"6uiOf tOr.p l -04 19. Bffl E]2 Bf.@. F r e6aWY a t(i31Efmw LCA" 1, GaN O 1"IrfkAw mla .q, armw'n 16a6 la r' d veclmrT.amaai°1a i "wd. n n :. upA01a416ov.1m H..a.vu U : ,. 8F1 6-1 B /1 T p A1714S1Y T3f. H w{ t yp w.•a.rdb"" 1: IA J L lom ale bd bud a etlrm. a 1 orebU 1,y y W a 6a6mnW bl a Y0070. tqe LlW01r d S ham id. , is ell Op {Im_ }I c M IQ rW a I 16Nd kOb at Oo'a wed. MI Item nd bs bw dm 1611RG1 HIM 16e31 A 6 1. r4 bT yi 6 LS rW @6 IQ r r fdd bgas M &a i0. at* iw0 Ian ad 6mPd CRO emm n3 laden. fs 0[Ol6 4T Itt S *,Me W .Wl.r 6d d 6s.1 Oft In Sdo l+dr m..Namww4 .a el. b.a 1; - w M 6IDY0 416. wm6w be pm416 6>amle O. pmd "AmIl o hr 11) cd. bdt bad a,*" 4.4, ww* W Am e3N m4 At 316 ' ... • • pIiR C Y-0' r ilpl .49 W 6wd - r a toJ a4bA.J 6Ard b.1 r/ IS: w3eBn 4 61A W3 A101 16 wdud mrmry Iot+ a1A7 am+ M vld Sd Qi(d 4d.ir. , 1 •:• i»alLap I6.dwa eA/i{bwa6 Il"-i' .ad byC mab PRODUCC KMr.Wi•D Jw. f v r4! i Vu b . 00 euGq W / bOM WSOmaoreAlytqu tleiYaitt ;!i • j' _ i i70Uf 4 tlon am 1564 o d r. arbbl Aompttac.731 -m 2.2 F5F 13003b1 ' .' a,+J ' u a' - 'i Il 0m 17 rebw mq e6.W W lor Iro 13 mbaa Dag E5 um isImcm f ••; or ING& e w O) 6. a,.4..d d Wtd mA wgEr nu m VdAmbod Oy 3 , SEE 9ifE UM LOM • • • • • .4v • • an0u It6601ee0 div andmaa4eb. TABUSFOR WIN 1Wt4N Z )3. •`y FRODUCTRQVOUD LT-W MIA 1` FlmNfm 111031. 6) a el m.b.r4 Iwe yam w d.1w.f l.a.. 4 FOR 6ACH . ... . m aommlyhry wi0r the Nturid:!'+j -^yp„ (! lab` dma mLf.i moment a6 d¢a a haq Io O. 1ti.: RFfgOewer 4WAE ':,.' gN ' .,edldiiA Code No . o IQ; Ill . Nd Odd •, ," FIQI FRODUDTRE GVW • Dtc yo9'Lb /RODUtTRtrit60Um4d7b{•14000FkdbIQNdbm Qd1 tM'r br Is 69 hoW d lb. Woo d 14 itd ..A1, j' CER TYP `• :t (3) +S REOAR Drk6r{ moo 44 az .Hd1 the Fl au. I ., • OR40 or ORGO W -o q nF; OTmaiO fkrlmtr DlyItllWoemDaWiooZ a '. a7: 73'•, A, ., CM18PAR10140 6 6i O4r; R , \ • •224 CR 88MM FL SS584 i 6 ta,3.,a7>n;r.ini lcr tlr rt F.ar«: F:ulse6ez+l l'F:1 4eir;6rui:r r ,..,.. FABRICATIONne CAST 1'ac[ d;lirFtlA:,Yrii!.7` :fI•n3:rt L'a r.,- •1;\ti',:,';Gt l`•?rfDETAILS rntarri;lfr: ri' r n; crszvtat €y; ' `-'M11:1311102 7 r..c. o.Ni om, I=:Ia'141 I.:.' I:YdYI1Ct _ COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER- 18100002 BUILDING APPLICATION : 18-10000214 BUILDING PERMIT NUMBER: 18-10000214 DATE: March 09, 2018 UNIT ADDRESS: LOON LANE 3914 LOT 92 17-20-31-502-0000-0920 7 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: 3914 LOON LANE / LOT 92 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00FIRERESCUEN/A LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 51000.00 1.000 dwl unit 5,000.00PARKSgle LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5#759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OQQCCUPAN Y OR OCCUPANCY. THE REQUEST FOR REVIEW OPIESEET THE OF RULESEGOVERNINGSAPPEALS MAFTHE Y BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE liQrt r CITY OF SkNFORD Building & Fire Prevention Division PERMIT APPLICATION Application No., Documented Construction Value: $ 51,000 Job Address 3914 Loon Lane Historic District: Yes[]No 0 Parcel ID: 17-20-31-502-0000-0920 Residential l Commercials Type of Work: NewR] Addition Alteration Repair Demo Change of UseE] 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 Name Street: Starli4ht Homes FL LLC. 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Street: Property Owner Information Phone: 407-708-01 Da Resident of property? : No Contractor Information Brandon Gibbs Phone: 407-630-0119 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Fax: State License No.: EC 13008106 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 RECORDING CONSULTWITH YOUR LENDER OR ANPOSTED ONTHEJOBSITEBEFOREHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANATrORNEY BEFORE RECORDING OUR 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalulawsnregulatingconstruction ellspools, in this jurisdiction. I understand that a separate permit must be secured for electrical work, p g, signs, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball be Inscribed with the date of applicatlon and the code In effect as of that date: 6te Edition (2017) Florida Building Code Persil Application Revised: January 1, 2018 J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 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, 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 cal sl l s' at Signature of Contractor/Agent ate ? fancy ur1 Ct bb3 . Print Contractor/Agent's Name sFF signature of No of Florida ate g N 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 PlumbingE] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: January 1, 2019 Permit Application Job Address: 3914 Loon Ln CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4.636.00 Historic District: Yes No X Parcel ID: 17-20-31-502-0000-0920 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: soddguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, , State Zip: Lake Mary. FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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 TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he inscribed with The date or application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: Junc 30. 2015 I1ermit Application A 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts, state agencies. or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 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 0%%ner/Agent Date I'rint M-ner/Agent's Name Signature of Notury-State of Florida Date lw'z 8/1i/18 SignaptreofContr or/i1g nt Date Robert Kulp hint Contractor/Agent's Namc or Notary -State of 6/G//8 Notary t: Put State o1 Pc. Serei Rodriguez a N My corrunWiJon GG 141034 Expires 10I01/2021 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revi.wd: June 30. 2013 Permit Application WORK ORDER Inh it- R4tiS4 Date: 1/25/2018 145948 Subdivision Phase I Bid I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1092 3914 Loon LnADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford FL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1981 SModel/Bld : 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 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient 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: Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper YBisomw Qty 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 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 15 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 2.20 27.72 Rou hin 2 283.0003-Fabrication Labor 24.63 369.4504-Installation Labor 06-Piping Labor 7.00 119.00 Trim 2,283.00 14-Kitchen Vent Trim 1,162.7102-Material/Tax 0 1 -Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.30 16.38011-Delivery Labor 20-Pull Material Labor 2.60 250 32.75 Total Contract: 4,636.00 42.5012-Startu Labor FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 92 - 1981 TL Builder Name: Starlight Homes Street: 3914 Loon Ln Permit Office: Seminole County City, State. Zip: Sanford. FL, 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1954.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ftr 4. Number of Bedrooms 4 d. N/A R= ftr 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft' 6. Conditioned floor area above grade (ft) 1981 b. N/A R= ft' Conditioned floor area below grade (ft) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48,0001 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Faclor. N/A ft' SHGC: 13. Healing systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1981.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.55 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and 0 TAE S7.45' this calculation are in compliance with the Florida Energy specifications covered by this 11 Code. calculation indicates compliance tl with the Florida Energy Code. rr,,,, '•, =`:€r : ;:.•=' t PREPARED BY: Before construction is completed DATE: , this building will be inspected for a compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp 1,yE. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/17/2018 2:30 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the Ene gyPerfb mance-Index,"the mere efficient the home." -- - 3914 Loon Ln, 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 1663.20 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is This a worst case? No a. Under Attic (Vented) R=30.0 1981.00 ft 6. Conditioned floor area (ft) 1981 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' 6 396.2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBlu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Healing systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 6. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft : a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstal 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: Address of New Home: Date: City/FL Zip: 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 2:30 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Certificate of Product Ratings _ AHRI Certified Reference Number: 9162305 Date: 08-06-2018 Model Status : Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handier): FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), bluh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (1-112) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 1'Active' Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still eping or offering for sale. Ratings that are accompanied b TWAS indicate an involuntary re -rate. The new published rating is shown alone with the Previous (i.e. WAS) retina. DISCLAIMER AHRI does not endorse the product(s) listed on this Cerlincote and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part. be reproduced: copied: disseminated: entered Into a computer database: or otherwise utilized. In any form or manner or by any means, except for the user's Individual, O%W personal and confidential reference. AIR-CONDITIONING. HEATING. CERTIFICATE VERIFICATION Is REFRIGERATION INSTITUTE The information for the model cited on this certificate con be verified at www.aMidiroctory.org, click on -Vorily Certificate- link and enter the AHRI Certified Reference Number and the dale on which the certificate was Issued. which Is listed above. and the Certificate No., which Is listed at bottom right. 02018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 13178t>i9973742se33 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001158 Date 8/07/18 Property Address . . . . . . 3914 LOON LN Parcel Number . . . . . . . . 17.20.31.502-0000-0920 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1068956 Permit pin number 1068956 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001158 Date 8/07/18 Application pin number . . . 089816 Property Address . . . . . . 3914 LOON LN Parcel Number . . . . . . . . 17.20.31.502-0000-0920 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 284544 Application desc noc on file Owner Contractor STARLIGHT HOME STARLIGHT HOMES FLORIDA LLC C/P SHAYNE 1064 GREENWOOD BLVD STE 124 ROSWELL GA 30076 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1068956 Permit pin number 1068956 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/07/18 Valuation . . 4636 Expiration Date . . 2/03/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1080.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE. PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. THIS INSTRUMENT PREPARED BY Y i v Name: Starlight Homes Florida, LL Y Address: 1064 Greenwood Blvd Suite 124 lake Merv_ FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. I / GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9086 Ps 1595 (1P9s) CLERK'S : 2018025031 RECORDED 03/06/2018 03:05:38 PM RECORDING FEES $10.00 RECORDED BY Wevore Parcel ID Number 17-20-31-502-0000- 09ao The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Mndham Preserve. PB 81 Pas 93-102 Lot 9a Address: 3914 Loom, L., r-%e Sar,t rd 3a.-1"13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name. Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (d 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 servedasprovidedbySection7%13(1)(b), Florida Statutes. Name: NA Address - In addition to himself, Owner Designates NA of To receive a copy of the Lienor s 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 adifferentdateisspecified) WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, 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 ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under enaltles of perjury, I declare that 1 have read the foregoing and that the facts stated In it are trueto lb s owledge and belief. efs&Igna4ae—\ r-i-ael P Owners Printed Name Rodda S 713.130)(9g "rho owner must sign the natke of commencement end no one ebe may be pemdped to t ign In his or her stead.' State of FL -County of The toregoin Instrume nowledged before me this day of f yp by e c n0-;T n_ .Who is personally known tomeNamoofporaonmakingstatement OR who has produced Identification type of Identification produced: Sheyne Mang NOTARY PUB .F, STATE OF FLQ$I, Comm# G611311 Expires 6rz1&a Dot 01 t CITY OF Building &Fire Prevention Division SkNFORD PERMIT APPLICATION F 11iF IKPAH I MrN I Application No:. I U_ Documented Construction Value: $ 51,000 Job Address: 3914 Loon Lane Historic District: Yes[ —]No l Parcel ID: 17-20-31-502-0000-0920 Residential ] Commercial Type of Work: New AdditionD Alterations Repair Demo Change of UseE] 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•brarldon.glbbS@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: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 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 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 13a- Not, Signature of Contractor/Agent f ancaurl Q;bbs Print Contractor/Agent's Name S too SignatureofNo ofFloride ate § S 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: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January 1, 2018 Perrnit Application J V0fr CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Y --I I Documented Construction Value: $ 592-15P Job Address: 321 Loin Historic District: Yes No Residential (g Commercial Parcel E D: Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name 1 1 icoi c Street: C1 I btu City, State Zip: G 1 a.. , 31 -4 Architect/Engineer Information Phone: -421- 243 - Fax: 403- 2 40- L-f-p State License No.: Phone: Name: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender. Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN I PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS SITE BEFORE THE FIRSTRECORDED CONSULT WITH OUR LPOSTED ON THE JOB ENDER OR AN ATTORNEY BEFORE INTENDON. IFYOUAND EFORERECORDING YOUR NOTIC COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installati commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstinthisjurisdiction. I understand that a separate permit must be secured for electrical worts, plumbing, signs, wells, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Sbati be inscribed with the date of application and the code in effect as of that date: r Edition (2014) Florida Building Co UR BE OF has Permit Appliculi- ReAsed: June 30. 2015 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may tfoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wat 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 requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, 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 vv be done in compliance with all applicable laves regulating construction and zoning. Signature ofOwner/Agent Da1O 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 Print Contract is Name yYLotCIO Signature of Notary -State of Florida Date WWCOIi( M1t EXPIRES- ttoadW Taro a Contractor/Agent isPersonally own Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical . Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: June 30, 2015 FF 1209W 25, 201g und"Wfto r 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road ED www.FJIQelty.com 4VahirA, FL 3359•.. Orlando. FL 32824 Hudson, FL 34669 • 407-855-2536 State License Il CF-0O2 727-063.5486 813-861-0707 Page:10R.J. KiELT4' PLUMBING & HEATING • COOLING proposal Date: 7/26&017 Proposal No: 717-13526 Location: Wyndham Preserve, Sanford Prepared For: Starlight Homes Florida. LLC 1412 v kef . Gs 1064 Greemvood Blvd. Suits 124 Model: e Lake Mary FL 32746 Of: $5,925.00WeProposeherebytofurnishmaterialandlabor - complete In accordance with specifications below for the Sum Payment to be made as (allows: 40% Rough In 30% Top Out 301/6 Finish. NET 10 Days fAliromlanasguaspecificationsranteedbelow irrirolvaslnB extra costs ed. All * t executed o ly uponobecompletedina written ororkman ders, andikenwillbeceromeanextracharto standard ge overand above the estimattices. Anyalterationore. Al agreements oordingent upon strrlces, a car de beyond our control. Owner to carry fires tornado. and anheri ary Insurance. Our works arc covered by workers eompensalio umnce. (J ! Wr THIS PROPOSAL YBE WITHDRA N IF N07 ACCEPTED IN 30 C AUTHORIZED SIGNATUR We hereby submit spec+Nr at3ons a mates tor. Master Bath Sterling Accord 60x34 Base 72270100 While With Walls And Moen Chateau TL162 Chrome V ve 1Shower1 Toilet Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moan Chateau 64925 Chrome Faucet 2nd Sath 1 Tub Sterling Accord 60x3D 71140120 WNW With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.2a While Elongated I— By Builder With Moen Chateau 64925 Chrome Faucet IOtchen 1 Sink 1 Faucet t Disposal 1 lcemaker Une 1 Dishwasher By Builder Moen Integra 67315 Chrome ISE Badger V With Cord With Recessed Box Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes u.. r.. 50 Gallon Electric NOTE: Backfillinq Included For Sevrru &Water Only (Slab BackfilOng 8y Others) Backllow Praverders Included EXCLUSIONS NO Permit Fens Included Water Piping In: CPVC 40' Sewer Allowance: Additional $12 per toot 49 Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713MI-713.37. Acceptance of Proposal - The above Pdc. specifications and conditions are salislactory and hereby accepted. You are authorized to do the work as spedlied. Payment vrill be made I outlined above. ewer taps deeps than l2 feetoorei s Was s court a costs in tho event Of ring will an extra action. alA monthly ccrvico olrargo of 1 1/296 will be added offer: SIGNED, DATE OF ACCEPTANCE a PAGE Branch: Hudson Last Edit By: Last Edit Date: 7/2712017