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2352 Blue Grouse Ln 18-1084 Energy Calc
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181Q0002 BUILDING APPLICATION : 18-10000220 BUILDING PERMIT NUMBER: 18-10000220 DATE: March 09, 2018 I UNIT ADDRESS: BLUE GROUSE LANE 2352 LOT 48 17-20-31-502-0000-0480 TRAFFIC 20NE: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: 2352 BLUE GROUSE LANE / LOT 48 / 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 ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 SSingle Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 51000.00PARKS 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 REpUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE Page 1 of 2 Grant Maloy Clerk of the Circuit Court & Comptroller Seminole County Clerk of Courts Verified as of 05/25/2018 Search Results Document Type: NC File No.: 2018025029 Date/Time: 3/6/2018 15:05:38 Book Type: O Book/Page: 9086/1593 Pages: 1 Consideration: Legal: L48 WYNDHAM PRESERVE Grantors: STARLIGHT HOMES FL LLC Grantees: RE NOTICE COMMENCEMENT Page: I !j 11 U 14 11 Rotate Left I Rotate Right Reset I PDF / Print Page I PDF / Print All Pages IlilililiilllliilllliilllilllhUlllll,llb ^ Ti1131NBTitWENTPREPy!EDDrii l'1'l II C yMarc: SIaUpldHmmaFrorlda LlC GRANT MALOY# SEMINOLE COUNTY 1aLake s t2a CLERK OF CIRCUIT COURT k COMPTROLLER BY 9096 Ps 1593 (1P9s) CLERK'S : 2018025024 NOTICE OF COMMENCEMENT RECORDED 03/06/2018 03:05:38 PM RECORDING FEES $10.00 State of Florida RECOND BY hdevare county of semhrole Poff&Number. PaeelIDNumber 17.20.31-502-01M(Q`RD The raddegned hereby ghn nOm M Improrarrld wm be made to amain reel properly. ad In a miance wM Chapter 718. Flaft StekfA% the lailowkq trdanaefian Is pronded in ads Noaoe al Commerawment DESCRIPTION OF PROPERTY: oAgel desaom a1M properly and Telaftew rays0eble) Wvndham Preserve, PR 81 Pas 93.102, Lot 4 Address: a5SA'.-btlte, r2wse. r+c., r dar 1 V-(- 3 -na GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFOMATM: Addmw IWO F" atmpto TWO a) Neree•!A u http://officialrecordsbv.seminoleclerk.org/BrowserView/ 5/31 /2018 Page 2 of 2 CONTRA=R: Haines ad&w 1064 Greenwood Blvd Su4024, Lake Mary. FL 32746 Vereone wkhtn the Stab of Florida Osslprs Wff4rmr upon whom no@w or otter doamonts may bo sand ae provided by Sedan 71MI(1)(b), Florida tuft* NA to adddion to WWI. Owner oetOnates NA of To copy of the lienors NaOoe asPnoNded to Section 713.13(1)(b). Florida StehA ,! Exelretton Oats of Notice of Commsnesrnent ftho amhaltoe data Is 1 v GhMe diet of mmrdIm unkm a 2016 Newvsion Systems Corporation http://officialrecordsbv.seminoleclerk.org/BrowserView/ 5/31 /2018 r CITY OF SANFORD FEB [ 8 2018 BUILDING & FIRE PREVENTION r' PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: a3s9, -bku1 G=v-*As, rare. historic District: Yes No Parcel ID: 17-20-31-502-0000- oyr'Ro Wyndham Preserve Lot Lis Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@stariighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information kn Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 J., Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-047-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 T- Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 N Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: "Edition (2014) Florida Building Code Revised: June 30, 2015 8• 1 Li 3 q I RS Permit Application r+b NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from.other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ba,- a-4 -It Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name 3 4 QA:49 -IM 0-4/l 2,- JNA -116 Signature of No -State of Florida G Date Shayne Mangel 1 NOTARY PUBLIC c t STATE OF FLORIDA f Comm# GG113111 El % Expires 6/21/2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical R Mechanical E Plumbing© Gas[] Roof Construction Type: 14 b Occupancy Use: (2-3, Flood Zone: k-r h'a'r•4Ga" Total Sq Ft of Bldg: Z_ is I Min. Occupancy Load: I,Z # of Stories: New Construction: Electric - # of Amps ISO Plumbing - # of Fixtures L< Fire Sprinkler Permit: Yes No [9' # of Heads APPROVALS: ZONING Ib UTILITIES: Fire Alarm Permit: Yes NOR] WASTE WATER: ENGINEERING: M-ft- 34-4 FIRE: BUILDING: SF P 21-1 ') COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 42.201- `P- I l b°I paWknl'%8 - r, 60- Revised: June 30, 2015 Permit Application CITY OF SANFORD FEB L S 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: — Sy Documented Construction Value: S 113, 90-T Job Address: a3s9% 1!kue, Historic District: Yes No Parcel ID: 17-20-31-502-0000- oyrTo Wyndham Preserve Lot LAA Residential ® Commercial hype-of_Work.--New ®—Addition_--AIteiation__Repair__D_emo ' Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property?: Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd. Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-3700 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fag: mail: sives@mulhemkulp.com Mortgage Lender: NA Address: WARNING TO OWNER:'YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that -date: 51 Edition (2014) Florida Building Code Revised: June 30, 201S 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. O--WNER'S AFF )A-VIT: I certify -that all -of -the -foregoing -information -is -accurate -and -that all -work: will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name 3 1 Q, , , -IM 1 i6 Signature of No -State of Florida Sha a Mangel NOTARY PUBLIC S STATE OF FLORIDA Commtk GG113111 EA % Expires 6/21/2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised:)une.30,2015---...—._...--------_—_ -••_-- .._.—Permit Application_..—•_. -- •- _ REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a - &LQ - I % Project Name: rv-m Ies v%rc Project Address: a2)52% uye. GrrLXAAA., \--grv.A_ v 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. mck)a l j?=Lt Cnt a ner/Tenant Signitu a her/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print am of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Off Ea5fev-660Dk, Print Name of El. Contractor Signature of El. Contrdftor Et0X QQ& El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / Rev. 02/10/15) MUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I- 15- V g I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Ga' The specific permit and application for work located at: 1 street Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The fo oing instrugLen6weaA Ofwleged before me this day oArsonalaly200 by K IZ who is known to me or o who has produced as identification and who did (did not) take an oath. 1e Mange1 1 VARY PUBLIC 3 ram' e2QJ `G\e-1 STATE OF FLORIOA Print or tye name t Ctimm# GGi 13111 rry 1g1 Expires 6/21/2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) Homes Florida LLC 1018924 Citv of Sanford 02/26/18 FLBE2.48 PLAN Total 250.00 250.00 0.00 0.00 250.00 250.00 BP200I03 CITY OF SANFORD 2/28/18 Application Inquiry - Fees 08:22:09 Application number: 18 00001084 Property . . . . : 2352 BLUE GROUSE LN Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01-BLDG PLAN REVIEW 225.00 Amt due Struct Permit Insp 25.00 225.00 Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed s"1TY OF SANFORD CUSTOMER RECEIPT *** Oper: BLANDA Type: CC Drawer: 1 Date: 2/28/18 81 Receipt no: 81626 Year Number Amount 2618 1094 2352 BLUE GROUSE LN SANFORD, FL 32173 BP BUILDING PERMIT RECEIPTS 258.68 Tender detail CK DECK Total tendered Total payment Trans date: 2/28/18 4734 $250.86 250.68 250.80 Time: 8:32:26 Bottom 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 4.F1LEC RICA L• P•ERN.IT r• ,.a• •a••i-,-:•,::; ";r. ;,.{: ' K.;_: .. ,, tr a.t::'1s.::ii.:;i:.it.c2n•l..le••.:'?:r.+ .:aa::1:;.:'.?•;:'F ::.:,i:r:•k.. ?: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final i i I M 0 Inspection Descri tion Plumbing Underground Plumbing -Sewer T"mV'c:.r :r1EGiiNIC•iI PERMIT•,73:?.i._•:_ s •'m w.v i•G. •. ,t', YciJ 7 a+ l:`„+'4, "i•3";{7 •off^••-.r, :atct;iL,...}::. G;'F1 7.ii:r 1r t:•:s;"_:1,....n''. :a,a Ki:_. : Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final i i i REVISED: June 2014 RI 187'= City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2352 Blue Grouse Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0480 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) ICE S • Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: WE 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: 8P# 18-1084 Reviewed by: Michael Cash, CFM Date: March 1, 2018 1 6 Application for Paved Driveway, Sidewalk or Walkway(2;!AWa W4Including Right -of -Way Use & 9 9 Y FL°R;D9 . .. Landscaping i11 Right -of -Way www.sarftrdn'gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or ' • sidewalk construction over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -tray. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Callhdsnyw tg. 1. Project Location/Address: a3 S A 8t4c G n,3" , _ r n-nr t + . 3a—t t 3 2. Proposed Activity: 0 Driveway Walkway Other. 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work Construction Of New SFR Emergency Repairs This application' submitted by: Property n Signature: Print Name: (`Y \IaJ2A2L.L Kry—hP Address: 1064 Gre ' It' Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fa 407-647-0700 Email: g ay-.M 1Q8@stat Qh1hOfA8 .0= Date: a,- aLe- 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 installationrimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestor's 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 attomey'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. 1 have Tat" understand the above statement and by signing this application I agree to its terms. Signature: Date: a%- IU - I a This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. IPre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering vu Date: —1 Site Inspected by: Special Permit Conditions: Date: Novemoer zm ROW Use Drfveway.pdf f FORM R405-2617 RECORD COPY 10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 48 - 1769 TL Builder Name: Starlight Homes gUllp ticStreet: 2352 Blue Grouse Permit Office: SeminoleeCount 0 8 4City, State, Zip: Sanford, FL , 32773 Permit Number: # O DFOR,) Owner: Design Location: FL, Sanfor Jurisdiction:c IS 7C7 County:: SAIy p em!note (Florida Climate Zone 2) q&TMe 1. New construction or existing New (From Plans) 9. Wall Types(2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft' 6. Conditioned floor area above grade (ft') 1769 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1769.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASSTotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and S7gl this calculation are in compliance with the Florida Energy specifications covered by this 04-ERE p Code. calculation indicates compliance with the Florida Energy Code. n,,, ;-,, ;? :•°;:.•;;, PREPARED BY: Before construction is completed DATE: 111 T this building will be inspected for r compliance with Section 553.908 o I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ de. COD WIE 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 /16/2018 5:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R406-2017 PROJECT Title: Lot 48 -1769 TL Building Type:. ,loser _ ..... _.... Owner Name: of Units: 1 Builder Name: Starlight Homes Permit Office: Seminole County Jurisdiction: Family Type: Single-family New/Existing: New (From Plans) Comment: Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 192 Wyndham 2352 Blue Grouse 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 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1978 ft= 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 1/16/2018 5:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R406-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 E 2 N 3 W 4 S 5 S Exterior Concrete Block - Int Insul 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 75 3 9 4.1 38 1 9 4.1 59 5 9 4.1 18 6 9 13 35 3 9 4 702.3 ft' 0 4 355.4 ft' 0 4 554.6 fl' 0 4 172.7 ft' 0 4 329.0 ft' 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Width Ft In Height Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 10 6 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. v # Wall Omt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 E 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes W 3 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 ' 0.25 N 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in 45.0 ft' 1 ft 0 in 1 ft 0 in 30.0 ft' 10 It 0 in 1 ft 0 in 41.0 ft' 11 ft 10 in 1 ft 0 in 30.0 ft' 1 ft 0 in 1 ft 0 in None None None None None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kl3tu/hr 900 cfm 0.75 1 sys#1 1/16/2018 5:59 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 None — SOLARSOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun X Jul Au Se Oct Nov Dec VentinJan j Feb Mar Xj Apr May Jun ljJul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Healing System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 16/2018 5:59 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* = 96 The lower the EnergyPerformance Index, the more efficient the home. 2352 Blue Grouse, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft ) 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft: b. Frame - Wood, Adjacent R=13.0 329.00 ft: 1 c. N/A R= ft: 3 d. N/A R= ft: No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft: 1769 b. N/A R= ft: Area c. N/A R= ft: 120.00 ft: 11. Ducts R ft: a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft: 12. Cooling systems kStu/hr Efficiency ft: a. Central Unit 30.0 SEER:14.00 Insulation R=0.0 R= R= ft: 13. Heating systems kStu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 5.436 ft. 0.257 Area 14. Hot water systems 1769.00 ft: a. Electric Cap: 50 gallons EF: 0.95 ft: ft, b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 1 Date: a t Address of New Home: 43Q`s C[L C City/FL Zip: A oi-COESrgrF y a a f b ? wE'` Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/16/2018 5:59 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 48 - 1769 TL Builder Name: Starlight Homes Street: 2352 Blue Grouse 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 comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Rs. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind oloing and wiring. 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 sorinkler cover Mates and walls or cailinag. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/16/2018 5:59 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Erivef-ope Leakage Test Report Performance Method Project Name: Lot 48 - 1769 TL Builder Name: Starlight Homes Street: 2352 Blue Grouse Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0. (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test. shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the 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)(0, (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: OD WTi 1/16/2018 5:59 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE r .FOR. BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 48 - 1769 TL Builder Name: Starlight Homes Street: 2352 Blue Grouse Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On -Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct Total Conditioned Floor Area) System Leaka e On,out)' Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /16/2018 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: pv. D1-,fHE.SrAp O.r 1/16/2018 5:59 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary pate: 4114/2017 dham P ese... Entire House of. Energy Air, Inc Plan: 1769 S 6401 Energy Air, Ck Orlando, FL 32810 Phone!407-886-3729 Email: GRenner®energyalroom Mb: wmmenergyatmom Project Information For. Lot 48 -1769 TL, Starlight Homes 2352 Blue Grouse, Sanford, FL 32746 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17937 Btuh Structure 15220 Btuh Duds 1705 Btuh Duds 2930 Btuh Central vent (57 dm) 1620 Btuh Central vent (57 dm) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Use manufacturers data y Rate/swing multiplier Equipment load 1.00 Infiltration sensible 19255 Stuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 1931 Btuh Central vent (57 dm) 1697 Btuh Heatinngg Area Cooling Outside air ft 1756 1756 Equipment latent load 3917 Btuh Volume (fP) 16375 16375 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23172 Btuh Equiv. AVF (dm) 71 38 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat Capacity balance point = 37 OF 8.2 HSPF 28600 Btuh @ 47°F 899 dm 0.046 cfmBtuh 0.50 in H2O Backup: Input = 6 kW Output =19028 Btuh, 100 AFUE Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER,14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual airflow 899 dm Air flow factor 0.050 cfmBtuh Static pressure 0.50 in H2O Load sensible heat ratio 0.83 Bokola lc va6res have been manualyoveff"*rt Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-1617:56S1 wrightsoft' Right Suite®Unhersal20l7l7.0.28RSU17013 PagelAM ... SpedOc VMdham Preswmtot 48 - 1769 TL rup Cale 2 Milli Front Door faces: S Manual S Compliance Report Job: Starlight -Wyndham Pmse... wrightsoft• Gate: 411412017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy far. Ck Ortando, Ft. 32810 Phone:407-886-3729 Email: GRenner®energyairoom Wab: wwerenergyairoom Project• • For. Lot 48 -1769 TL, Starlight Homes 2352 Blue Grouse, Sanford, FL 32746 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19255 Btuh Entering coil DB: 77.2°F Outdoor design WB: 75.9°F Latent gain: 3917 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 23172 Btuh Indoor RH: 50% Estimated airflow. 899 cIrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 cfm Sensible capacity: 20104 Stuh 104% of load Latent capacity. 6015 Btuh 154% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 21262 Btuh Entering coil DB: 68.0°F 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 cfm Output capacity 28600 Btuh 135% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 899 cfm Output capacity: 5.6 kW 89% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. Capacity balance: 37 °F Economic balance: -99 °F wrightSoft• Right-SutteOUnh ersal201717.028 RSU17013 201&Jan 16 1 age 1 Page 1 ACCA ... SpedAd%ndham Preservatot 48 -1769 TL.rup Cate a MU8 Front Door tacew S wrightsoft• Duct System Summary Entire House Energy Air, Inc 6401 Energy Ar,, a Orlando, FL 32810 Phone, 407-8863729 Email: GRenner®energyalroom Mb: wAwenergyairmm For. Lot 48 -1769 TL, Starlight Homes 2352 Blue Grouse, Sanford, FL 32746 Job: Starlight -Wyndham Prese... Date: 4/14/2017 Plan: 1769 S Heating Coding Extemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.187 in/100ft 0.187 in/100ft Actual airflow 899 dm 899 dm Total effective length (fEL) 150 ft Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 1051 48 29 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bea2 c 1489 63 74 0.197 6.0 Ox 0 VIFx 22.1 120.0 st3 W3 h 3603 165 105 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2-A c 160 1 8 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer c 1355 64 67 0.344 5.0 Ox0 VIFx 11.5 70.0 MWirkam c 2632 93 130 0.191 7.0 Ox0 VIFx 26.8 120.0 st1 MWindarn.A c 2632 93 130 0.195 7.0 Ox0 VIFx 23.9 120.0 st1 MWin-en*e c 2632 93 130 0.233 7.0 Ox 0 VIFx 5.3 115.0 faun C 1087 20 54 0.356 5.0 Ox 0 VIFx 8.7 70.0 m barn h 970 44 35 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 robed h 3501 160 101 0.193 7.0 Ox0 VIFx 29.8 115.0 st2 We h 1182 54 35 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg CA Design Veloc Diam H x W Duct Name Type dm) dm) FIR fpm) in) in) Material Trunk SO PeakAVF 186 261 0.191 590 9.0 0 x 0 VinlFlx st2 PeakAVF 259 171 0.193 586 9.0 0 x 0 VinlFlx st3 PeakAVF 277 216 0.187 627 9.0 0 x 0 VinlFlx Bokft Uc values have been manuallyovenRiden 2018 Jan 16 1 wrightsoft• Right•Suite®Unlwxml 201717.0.28 RSU17013 Page IPage1 ACCK ... SpedfidWyndham Presomtot 48 -1769 7L.rup Cale = AAl6 Front Door faces: S Grille Htg Gg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) dm) dm) ft) FR fpm) in) in) Opening (in) Mad , Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx wrightsoft• Right-Suite®Universal201717.0.26 RSU17013 AC(A.... SpedOd Wyndham Preserval of 48-17691L.rup Cale = MJ6 Front Door (aces: S 2018-Jan-1617:5651 Page 2 Job#: Starlight -Wyndham Preserve Performed for Level 1 Energy Air, Inc Lot 48 -1769 TL 5401 EnergyAir, Ct 2352 Blue Grouse Orlando, FL 32810Sanford, FL 32746 Phone: 4074W3729 www.enagyaircom GRenner@energyaircom Scale: 1/8"=1'0" Page 1 RighESui" Universal 2017 17.028 RSU17013 2018Jan-1617:5721 am PreseneVA 48 - 1769 TL rup I lJr VTR 111 I I VTR Jul I. LAV U I I I I we I I 1 an I WM Tj- 1 KIT AUTO VENT 3" I 2 ntIWVTR to I I To 2n I O N 9G TUB I O 2n a co Mall r LAV.2n PLAN 1769 PLUMBING RISER DIAGRAM WYNDHAM PRESERVE - LOT 48 In z. o N 0 t_ o II CL t c •o t I WN W moo U a, o+ z co o do m 0 i} i i I WYNDHAM PRESERVE LOT 48 LOTAREA CALCULATIONS LOT ' = 6.900 SQ.FT. LMNO AREA= 1.769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO- = 109 SQ.FT. WALKWAY 40 SQ.FT. A/C PAD 9 SQ.FT. IMPERVIOUS- 42.2 X SOD 3.988 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.500 SQ.FT. APRON - 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8.400 SQ. . DRIVEWAY = 646 SQ.FT. SIDEWALK = 340 SQ.FT. SOD = 4.234 SQ.FT. DIAMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. Bundling Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford. Seminole County. Florida. Front = 25' Rear = 20' Side = 7.5' Side Street = 25' PLOT PLAN LOT 37 LOT 36 6aoo,-t NORTH BOUNDARY IIDwrorLOT4a N W W LOT 48 AREA = 6,900 S.F. t d' 13.7 12.7 COVERED 11 O' PATIO a' 11.6 PROPOSED 1 STORY RESIDENCE 2352 BLUE GROUSE LANE w Go1769 HAWKING LOT 49 7,0• ; ELEVATION - T GARAGE -LEFT FFE= 28.7 w 20.0 NQ... 0. :. i d Ora ... c . ae .d 10' UTILi t\ 4.7 Cc 0 'ia. ri 13.3 _11.0' PROPOSED WALK r n LOT 38 X v n 20NIN DATE Ok to construct single family home with setbacks and impervious area shown on plan. 42. 2e10 rm?. 1-7661 I %vikt"At- T, &L- LOT 47 EASEME P) 6, 60.OD' S89'40'51• • QA c 4 . ' PROPOSED 5• t! a' CONC SIDEWALK coNc cuR6 BLUE GROUSE LANE 50' RIGHT—OF—WAY PCPCENTERLJNE-\ (PRIVATE ROAD) S89.40'511W PCP 470.8 280.0 PCP 0 } 3 x > 40 BUILDING LAYOUT NOTE: M"y 1,.1- L J A Contractor and owner are to verify all FLsetbacks, building dimensions, and layout 0-4o shown hereon prior to any construction, and Z in immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. Fol-PacT Equipment ? FBEND-ADUSSD-Access/Drainage/UtillUes/SidewalkLB -Licensed Business B Preventer Survey SI ht Distance Easement9 PRM-Permanent Ref. Monument Reported PCP -Permanent Control PointISurveyDescriptionFP&L-Florida Power & Light FFE -Finish Floor Elevationplot D.. -Deed Book. Water Meter O.R.-Official Records Book b4-Water Valve P.B.-Plat Book ; f Fire Hydrant pg, _page RC -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Cone. -Concrete ? Cable Box SP -Brick Pave' M -Telephone Box SW -Sidewalk 1 E -Electric Box FFE-finished Fl or Elevation 0-Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top let Light Pole P.U.E.-Public Utill Easementlionc. f--Guy Anchor RCP -Reinforced Pipe —OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Corner $et (Falls in Water) G -Sanitary Sewer Manhole SF -Square Felt oimo -Electric Handhole D.U.E. -Oraino e/Util,'ty Easement COO -Clean Out Control ValveFMGD -MAG NAIL & DISK CVD4-Irrigation P.K. -Parker Kolon Nail Is -Sign SIR -Set 1/2' Iron Rod L27768 W04-Gate Water Valve SPKD -Set P.K. & Disk L87768 IR-Gas MeterFIR -Found 1/?i Iron Rod L87768 11. -Existing Grade FlP -Found 1 / Iron Pippe Lwnsa CI -Blow-off Valve Drainage Flow DirectionFPKO-Found P.K.i Nail do Diak LB7768 FCM -Found 4`x4• Concrete Proposed Design Grade Description i Date I Dwn.l Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads• walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and am referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGV029). 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) e^eeewa-..eoia ppu'qIF( '00 QNLY For Permi Y) o.• 0 4 RIOt:.• 4eKe-s Di. . r ey ee.• FLORIDA PROFESSIONAL S(JttiI YOR & MAPPER NO. S6915 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0765H. in Flood Zone "T DESCRIPTION: LOT 48, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77M GeoPoint Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data File:Brism East-Pkd Date: 01 /20/18 Dwg: &i -LoNS Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field _Bk: NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RECORD COPY PALMER ELECTRIC Starlight Homes 1769 LOAD CALCULATION December 12, 2017 I. HVACLOADSINEC2014-220.82(C)(31-(411 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR ® 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS INEC2014-220.82lBNI1-(411 LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA TY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT1.50 1.50 KVA I JNG. DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 I WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 I DISPOSAL(l) 1 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) # 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS)©, 100% 10.00 KVA REMAINDER (GENERAL LOADS) Q 40% 10.32 KVA SUB -TOTAL( GENERALLOADSIINEC2014-220.82(811 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(All 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram 150 Amp Meter Main 150 Amp Main 120V/240V Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire q- 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0048 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0048 Model: 1769 Tampa, Fl-33610-4115 Lot/Block: 48 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 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# Truss Name I Date No. I Seal# Truss Name I Date 1 IT12986427JAl 1/17/18 118 1 T12986444 D1 1/17/18 2 IT12986428IA2 1/17/18 119 1 T12986445 1 D2 1/17/18 3 1 T129864291 A3 1 1/17/18 120 1 T129864461 E1 1 1/17/18 I 4 1 T12986430 1 A4 1/17/18 21 T12986447 EJ3 1/17/18 5 T12986431 A5 1/17/18 22 IT12986448JEJ5 1/17/18 1 6 IT12986432IA6 1/17/18 123 1 T12986449 EJ7 1/17/18 1 11 T12986433 I A68 1 1 /17/18 1 1 S, i,r 0, r< 18 1 T1 2986434 1 A713 1 1/17/18 1 19 I T129864351131 1 1 /17/18 1 110 IT129864361 BJ1 1 1/17/18 1 111 I T129864371 BJ3 1 1 /17/18 1 112 I T129864381 BJ5 1 1 /17/18 113 1 T 129864391 C 1 1 1 /17/18 14 1 T12986440 1 C2 1/17/18-J 15 IT12986441 CJ3 1/17/18 16 1 T12986442 1 CJ5 1/17/18 17 1 T12986443 1 CJ7 1/17/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown (e.g.. loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1a- 084 Ill fill " I't 4e2`O N 3 • '9 '' i 9380 rrr r - O: ST `E OF t`'• ORS 0 N A, Thomas A- AMM PE No.39300 MRek USA, Mr. FL t:ert 6634 6904 Parke East Blvd. Tampa FL 33610 Oats: January 17,2018 Albani, Thomas 1 of 1 Truss Truss Type Oy Ply T12986427IJobWP0048AtCommon111 Job Reference (optional) Builders FlrsiSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:02 2018 Page 1 ID:rytRhmERah3zriORgKYR9zPCPY•101 DYtkgjFS6S700wk7rSiZSBLI?QJgZO8xtEczuRDZ V721.0 7-1 19.00 25-4-15 31.11.9 38-0.0 9.O 1.0• 6-0.7 6 610 6.4.15 8-4.15 6.6 10 6-0-7 -0 Sx6 = 5.00 P2 t9 Scale - 1:66 3 3x8 = 3x4 = US = 3x8 = US = 3x4 = 3x8 = LOADING (psi) SPACING- 2-0-0 TCLL 2(ci.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13.15: 2x4 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL In (loc) I/defl Ud PLATES GRIP TC 0.83 Vert(LL) 0.2612-14 >999 240 MT20 244/190 BC 0.97 Vert(CT) 0.5414.16 >835 180 W S 0.93 Horz(CT) 0.13 10 n/a n/a Matrix-SH Weight: 186 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.6 oc pudIns. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 1 Row at micipt 7.14, 5.14 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0.8.0 Max HorZ 2=-116(LC 13) Max Uplift 2=-389(LC 12). 10=-389(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932/2227, 3.5=-2677/2031, 5-6=-1859/1566, 6-7=-1859/1566, 7.9=-2677/2031, 9-10=-2932/2227 BOT CHORD 2.16=-1875/2641, 14-16=-1470/2173, 12-14=-1477/2173, 10.12=-1868/2641 WEBS 6.14=-771/1062, 7.14=-696/710, 7.12=-252/513, 9-12=-302/438, 5-14= 696l710, 5.16=-252/513, 3.16=-302/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0. Extedor(2) 5-0-0 to 19-0-0, Comer(3) 19.0.0 to 25.0.0 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) 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 five load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 10. Q wARNWO - vemy dedln paraaware and READ NOTES ON ri0S AND 04CLUDED WTEK REFERANCE PAGE MS17473 rev. 10CY101 S BEFORE USE DoOM vdkl tot Use only Wien Mllolrl9 connoclors. 1hk design k lased only upon parameters shown. and Is fogy an ktdRMAtd lxldng comp o nont, not a truss sysletn. Bolcom uso. Iho Ixldng doslgrWr roust vedty the apolcabllty of design l"amotets and Ixopetly Incotloroto Ihk doslgn Into Iho ovotall tx/tSng dwign. Bracing Indlealod Is to pxevont buckling of InneNdual Russ web aril/or Gard mornbers only. Additional lam"ary and permanent txaclW MiTek' Is always rognLod lot 61ab0ly and to pxovent collgxo wllh possUe porsoal kUray aid pxopety danogo. For general guidance rogadng tho kdxlcalkxx storago. delNoty. aroctlon and txacmg of farsses and Inns systems, seeANSI/TPI I Quality Criteria, OSR-89 and SCSI Building Component 6904 Parke East Bald. Safety Information avallnWo born tom Plato Institute. 218 N. lee Shoot. Sn/te 312. Alezandrla. VA 22314. Tampa. Fl. 33610 Job Truss Truss Type Oty Ply T12986428 W POO48 A2 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:03 2018 Page 1 ID:r"hmERah3zfiORgKYR9zPCPY-mabbmDIJUZaz49bcTRe4ex6gBHfE9q.jdogOm2zuRDY 1.0 S6-0 11.610 17.0 0 21.0-0 265.6 32.60 38-0-0 9-0 0• S6-0 60.9 SS-6 4.0.0 5•S6 6-0.9 66-0 1.0 5.00 F,2 Sx8 = Sx6 = Scale = 1:68.8 1.54 STP = "' " 16 15 " "' 1.54 STP = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x8 = CSI. OEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.62 Vert(LL) 0.4913.15 >915 240 MT20 244/190 BC 0.97 Vert(CT) 0.81 13.15 >554 180 WB 0.68 Horz(CT) 0.14 11 rVa rVa Matnx-SH Weight: 189 lb FT = 209e BRACING - TOP CHORD Structural wood sheathing directly applied or 3.1.12 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1453/0-8-0, 11=1453/0.8.0 Max Horz 2=-104(LC 17) Max Uplift 2=-377(LC 12). 11=-377(LC 13) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2982/1969, 3-5=-2791/1853, 5-6=-2011/1369, 6.7=-1806/1320, 7.8=-2011/1369, 8-10=-2791/1853, 10.11=-2982/1970 BOT CHORD 2-18=-1735/2674, 16.18=-126412241, 15-16=-873/1806, 13-1 5=- 1254/224 1, 11.13=-1640/2674 WEBS 3.18=-220/381, 5-18= 290/504, 5-16=-646/552, 6.16=-314/516, 7-15=-314/516, 8-15=-646/552, 8.13=-291/504, 10-13=-220/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1.0.0 to 5.0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed:C-C for members and forces & 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 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 2 and 377 lb uplift at joint 11. Q WARNING . VeAry design panrmefere and READ NOTES ON THIS AND INCLUDED AMTK REFERANCE PAGE 11&?472 rev. I"VAit BEFORE USE Do*j n valld for use only wpm MfiekO connectors. This design a based orgy upon parameters stewn, and Ill lot on hdlvIdual building component. not a hues system. Beloto usa. the building designee must verity the applicability anltyofdesignpneeotsd ptopody Incorpotato this design Into the ovetall bulcft design. Bracing Indicated is to prevent bucldkV of Individual Ituss web and/or chord mombon orgy. Additional temporary and permanent broc ng iTek' WIsalwaystegedforstabilityandtopreventcollapsewpmpossiblepersonalpropertydamage. for general guidance, toWd p the fabncalkxx stotago, delivery, etechon and beachng of Mrsea and fist systenn, IeeMSIMI I Quality Criteria, 011111-49 and 6CSI Building Component a904 Parke East Blvd. safety Infartnalon available from truss Plato frullue. 218 N. too Street. Suite 312. Aloxanakkx VA 22314. Tampa, FL 33610 Job Truss Truss Type Qy Ply Tt2986429 A3 Hip 2 1IWP0048 Job Relerence o ttonal Builders FtrstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:04 2018 Page t ID:rfytRhmERah3zfiORgKYR9zPCPY-En9zzZmxFsigtuApIgaJA8fmlh2luNessSO JUzuRDX 1.0 7.4-11 15.0.0 23.0.0 30.7.5 38.0.0 9.0. 0 7.4.11 7-7-5 8.0.0 7.7.5 7-4.11 •0 5.00 F,2 Sx8 = 5x6 = Scale = 1:68.8 1 5x8 STP = 16 t' 14 ° 13 " 11 1.Sx8 STP = 4x6 = 2x4 It 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP N0.2'Except' 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-363(LC 12). 9=-363(LC 13) 06 = 3x4 = 34 = 4x6 = 2x4 II 06 = CS1. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.95 Ven(LL) 0.2213.14 >999 240 MT20 244/190 BC 0.83 Vert(CT) 0.4313-14 >999 180 WB 0.27 Horz(CT) 0.15 9 n/a n/a Matnx-SH Weight: 185 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 1 Row at mtdpt 3-14. 5.13. 8.13 FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2953/1875, 3-5=-2232/1435, 5.6=•1992/1402, 6-8=-2233/1435, 8-9=-2952/1875 BOT CHORD 2-16=-1620/2641, 14.16=-1620/2641, 13.14=-1005/1992, 11-13=-1528/2641, 9.11=-1528/2641 WEBS 3-16=0/314, 3-14=-718/668, 5-14=-198/502, 6-13=-190/502, 8.13=-717/669, 8-11=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCp1=0.18; MWFRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and light exposed end vertical left and right exposed,C•C for members and forces & MW FRS for reactions shown; Lumber OOL=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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 9. Q WARNING- VeA/y dsdpn peranuafers and READ NOTES ON THIS AND INCLUDED AI EK REFERANCE PAGE 41r0.74711 rev. MOIXIMIS BEFORE USE Design valid for use only Win Mush® connectors. fhls design Is based only upon parameters shown. and 1s tot an Individual bLAdbV component not a truss system. Wrote use. the building deslpnet trust verify the applicability of doski n parameters and p>topetly, Incorporate ink design Into the overall bLAding dedgn. Bracing indicated Is to prevent 1buclding of WMddrxa truss web and/or chard members only. Additional ternprxaay and permanent btachng MOW Is always teciuked for skb101ty and to prevent collapse vAlh possible personal frffuy and property damage. for general guidance, regarding 8no klblcatlon. storage, delivery. erection axi buchg of trusses and truss systems. sueANSI/1PI I Gua9M Cdtarla. DS849 arnd SCSI afflicting Component 6904 Parke East Blvd. Tanya. Fl. 33610SafetytriformallonavallablefrommussPlateInslikAe. 218 N. Lee Streel. Stlte 312. Alexandria. VA 22314. Truss Truss Type Oty Ply T12986430IJobWP0048A4Hip21 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:05 2018 Page 1 ID:AytRhmERah3zfiORgKYR9zPCPY-iziLAvmZOAghJSI?bsgYIMBzr5NIdgC?469XnauROW 1.0 7.0.1 13.0.0 19.00 25.0.0 30.11.15 38.0.0 0• 0• 7-0-1 511.15 (r0.0 6.00 5 i1-15 7.0.1 1.0 Scale - 1:67.6 5x6 - 2x4 11 Sx6 = 4 5 6 4x6 = 3x4 = 3x8 = 3x8 = 3x6 = 3x4 = 4x6 = 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.1 'Except' 11-13: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8.0 Max Horz 2=-81(LC 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) CSI. DEFL. In (loc) Vdefl L/d PLATES GRIP TC 0.80 Vert(LL) -0.2712.14 >999 240 MT20 244/190 BC 0.84 Vert(CT) •0.51 12.14 >884 180 WB 0.25 Horz(CT) 0.13 8 We n/a Matrix•SH Weight: 180lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.7-0 oc puffins. BOT CHORD Rigid telling directly applied or 4-8-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORO 2.3=-2891/1864, 3-4- 2635/1703, 4-5=-2407/1591, 5.6_ 2407/1591, 6-7=-2635/1703, 7-8=-2891 /1864 BOT CHORD 2.14=•l615/2601, 12.14_ 1119/2118, 10-12=-1095/2118, 8-1 0=-1 522/2601 WEBS 3-14_ 333/466, 4-14=-325/529, 4-12=-200/529, 5-12=-364/307, 6.12=-201/529, 6-10=-326/529, 7-10=-333/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.0psf; h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0. Extedor(2) 5.0-0 to 39-0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & 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 = TO.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 Ib uplift at joint 8. Q WARNING- VarUy dedyn pammetere and READ NOTES ON THIS AND INCLUDEDWYEK REFERANCE PAGE 06.7473 rev. 10AUM16 BEFORE USE. Design vend for use orgy vAlh Mllok9 connectors. This doslgn Is based orgy upon parameters shown. and Is for an hdMdial buticling Component. not a hum system. eoloro use. th0 building designer must vedry Ile applcarAlly of design rxlauotors and pxopxrly Incorpotale this doslpn Into Ile ovordil buldlrV dasign. Bracing Indleatod Is to prevent bucIdIng of IndNklual truss web and/or chard members orgy. AdcAllor" lotnporary awl pottrreaant Mating M iTek' 6 etwc" toct ltod for staWlry and to pxovont cotbgx o wllh r»sd)lo Personal Injury and Ixopony damage. For general guidance rogardI ng 6a Icgxlcatkxx storage, dollvary. erection axt lxmkng of misses crxi mta sysloms, seeANSI/TPI I Quality Criteria, OSB-69 and SCSI Building Component 6904 Parka East Blvd. Safety Informal an aw ilk"o horn Iris Plato Irn6hdo. 218 N. foe Sheal. Suite 312. Alexandnn. VA 22314. Tempo, FL 33610 Job Truss Truss Type 0ty ply T12986431 W P0048I AS Hip 2 1 Job Reference (optional) tsuuaers mrsibource. I ampa, riant city, rionaa ijaoo o. i ov a amp ..4— ,1 ,.....vu cv, v B-0-0 5x8 = 2x4 II Sx8 = 5.00 rI2 4 S 6 axe - 2x4 I! 3x6 = 3z8 = 3x4 = 2x4 11 3xe = 3x4 = 3x6 = Scale = 1,67.6 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/rP12014 CSI. TC 0.89 BC 0.78 WB 0.62 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) 0.25 13 >999 240 Vert(CT) -0.4811-13 >925 180 Horz(CT) 0.15 a n/a n/a PLATES GRIP MT20 244/190 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=145310-8-0, 8=1453/0-8.0 Max Harz 2=-70(LC 13) Max Uplift 2=-379(LC 8), 8= 379(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1924, 3.4=-2558/1597, 4-5=-2872/1838, 5-6=-2872/1838, 6.7_ 2558/1597, 7.8=-3001/1925 BOT CHORD 2-16=-1700/2691, 15-16=-1700/2691, 13-15= 1240/2314, 11-13=-1200/2314, 10-11=-1603/2691. 8-10— 1603/2691 WEBS 3-15=-420/495,4.15=-134/391, 4-13=-393/775,5-13=-493/424,6.13=-3931775, 6.11=-134/391, 7-11— 420/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C: Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-2.3, Extedor(2) 5-2-3 to 39-0.0 zone, cantilever left and right exposed end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint S. Q WARNING. VaAiy aeMpn peremetere and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE M67473 rev. 1403MIS BEFORE USE Design valid lot use only with Mltek®connoctots. NHS design Is based only upon pdeanoters shown. and Is lot a1 hdMdtlal btdd 1p component. not a truss system Serge use, the bu6Wg dosignei roust vodfy Ilia cpplicablity, of dosIgn lxxanotets ail properly lncoglorato this design Into the overall bllalng design. Brochg Indicated Is to bucMtng of Individual mmissweb and/or chord membersmemrs only. Additional lempotory and petrnarxmt btcr..hg MOW preventIs always redKaed lot stcMty and to Ixovont cotlapso vim poss"o potsonxl"and Ixop" damage. Fa general guidance togadhg mo falmicallon, storage. dellvery. etectiotl axi btochg of comas and nuns systrans sooANSI/IPt I GualOy Cdterla, OSS-89 and IICSI Building Component 6904 Patke East Blvd. Safety Information avabalNe from muss Rote Institute. 218 N. Lee Sfroel. Sslto 312. Alexadflo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12986432 WPOO48 AS Hip 1 1 Job Reference (optional) tsuitaefs rlrsmource, I ampa, mant Lary, monaa 3JDaa 0.1Ju a aep 1a Zu1 / MI I eK ImeUffiIeb, rrrc. we0 J0m I / I J:JMVI CV I PS-1IIF Sx6 = 5.00 12 3x4 = 4x6 = 3x4 = 5x6 = 5 6 7 e Scale a 1:67.6 1.Sx8 STP = 16 15 14 13 12 1.Sx8 STP = 3xS = 3x8 4x6 = 3x4 = 4x6 = 3x8 3x8 LOADING (psf) TCLL 20.0 TCOL 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 0.66 BC 0.81 WB 0.34 Matrix-SH DEFL. In (loc) 1/defl Ud Vert(L-) -0.30 14 >999 240 Vert(CT) -0.62 12-14 >728 ISO Horz(CT) 0.16 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.9.3 oc pudins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 5.16. 7-12 REACTIONS. (lb/size) 2=1453/0.8.0, 10=145310.8.0 Max Horz 2=58(LC 16) Max Uplift 2= 399(LC 8), 10=-399(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2925/1861, 3-4=-2710/1679, 4.5=-2497/1595, 5.7=-3397/2053, 7.8=-2497/1595, 8-9=-2710/1679, 9.10=-2925/1861 BOT CHORD 2-16=-1627/2618, 14.16— 1843/3312, 12-14=-1824/3312, 10.12=-1533/2618 WEBS 3.16=-185/356, 4-16=-44Of779, 5-16=-1025/616, 5.14=0/262, 7-14=0/262, 7.12= 1025/615,8-12=-44On79,9-12=-185/356 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUlt=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Exterlor(2) 5-0-0 to 39.0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psi on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Q WARNING - Verify design peraeefere and READ NOTES ON TNIS AND INCLUDED Arr EK REFERANCE PAGE A1117477 rev. 1602,2016 BEFORE USE Design valid for use etiy vAth MaoM connoclors. ltrb design a bcsod only upon parameters shown, and Is for an IndlMdual blldfrg componont. not a ffuss system. Before use, the txatdng doslgrwr must verity the apXftaWity of design parameters and pxopedy Incorporate that design Into the overall bUdrg design. Braclg IWlWod Is to budding of ftWIv ILKA1 fnns web and/or chord members only. A&Illloncd lotnporary and p wnanent txacrng MOWprevent It always totlihed for stability aW to prevent caalzo wllh pxss "a personcti"aid Wolorty, damage. for genotal guidance regarding mo Ic"Icalion, storage, delivery, erocllon aril txaclng of fitmaos and tnai systems, sooANSI/TPI I Quality Cdtado, DS949 and SCSI Building Component 6904 Parke East Blvd. Safety Information a ilable from Inns Plate I stifule. 218 N. Lee Street. %Ate 312. Alexandria. VA 22314. Tampa. FL 33810 Job Truss Truss Type Oty Ply T12986433 WPOO48 A68 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant Cry, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:08 2018 Page 1 ID:rfylRhmERah3zfiORgKYR9zPCPY-7YOUpwpFtJSCFAwTaG EFL_pXU1RTg7uSm4OBSGzuRDT t 0 0 S8 11 159.3 22-2.13 28-8 8 2 0 0 32.3 5 38 0 0 39.0.0 1 0 S8.11 335 6-9-3 65-11 6 5I t 8 3 3.5 S8.11 0 0 Seale = 1:67.6 Sx8 = 3_ SX8 = 5.00 12 4 5 7 3x4 = a 37 = 8 iov w ,. .-.w 3x8 - 30 - 1. Sx8 STP = 3x4 = 1.Sx8 STP = 3x4 - 3x8 - 34 = 3x6 = 6x8 = & a = 9 0 0 12.4-0 12 •5 19-0-0 26-M 2 11 2&0 0 38.0.0 9 0-0 3 4-0 O -5 8•S 11 6-0-0 0 1 3.6 5 9-0 0 Plate Offsets (X,Y)-- 12:0 4-2,0 1-81,[4:0-5-12,0.2-81,[8:0.5-12,0.2-8),[10:0-4-2,0-1-81L[13:0 2-6,0-1-81,[18:0-2.6,0-1-81 LOADING ( psf) SPACING- 2-0-0 CS1. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) -0.14 2.19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Verl(CT) -0.29 2-19 >499 ISO BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6-9 oc puldins. BOT CHORD 20 SP No.2 SOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Harz 2=-58(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2=-114(LC 12). 10=-19l (LC 13), 17=-410(LC 9), 15=- 131(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=347(LC 23), 10=623(LC 24). 17=1359(LC 1), 15= 623(LC 24) FORCES. pb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-370/663, 7-8=-209/306, 8.9=-654/533, 9-10=-902f738 BOT CHORD 17-19=-145/306, 15.16=-113/375, 14-15=-113/375, 12.14=-219/582, 10-12=-509l787 WEBS 3-19=-299/421, 4.19=-201/363, 8-12=-239/438, 9-12=-265/397, 4-17=-817/564, 5. 17=-883/634,5-16=-1961382,7-16=-272/292,7-14_ 257/154,8-14=-553/327 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vul1=140mph (3•second gust) Vasd=108mph: TCDL=4.2psh BCDL=3.0psf; h=151t: Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0.0, Exledor(2) 5-0-0 to 39.0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 191 lb uplift at joint 10, 410 lb uplift at joint 17 and 131 lb uplift at joint 15. 0 wARNWG - verity deafen peratnsfere and READ NOTES oN THIS AND INCLUDED WEK REFERANCE PAGE A014473 rev. I41014015 BEFORE USE De* p valid lot use Orly with MI Iek9 conneclon. Onh deslgn Is lased only upon paanolens "wn. and Is fa an indlWilal i xAdi ng component. not a truss system. Boloto Lao. Iho txMdhg designer must verity the appOcabllry of d(nign paanotets and ixopotty Rlcorpetale this design Into Itne overall txAdkng design. Bracing kndicalod fs to bueklirng of IndlAdual trust web and/or chord members only. Additional ternporay and permanent bracing MiTek' provonlIs dways te"od tot sk Alry and to Ixevenl collglse vAth possblle personal Infury and IxgloM damage. for gomal gulWnce regadng the 6904 Parke East Blvd. fatxlcalon, storage, dofNety, erection and btackng or mazes and truss sysimm seoANSI/TPI I Quality Criteria. D11111-89 and 8CSt Building Component Tarr9a. FL 33610 SateryIndotmationavc/kfAo 9om teas Rate institute. 218 N. lee Street. SLAte 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12986434 IMWP48 A78 Hip Girder t 1 Job Reference (optional) tiutiaers r ustsource, i ampa, ream city, t-ionoa sjoaa 0.1 su s aep 10 zu v Mt t ex mousmes, mc. wee dan i i i a:ao: i u zu 1 o rage 1 Sx8 = 5.00 F12 4 1 3x4 = Sx6 = 3x4 = Sx8 = 19 20 S 21 22 6 23 24 7 25 26 a i El 1.Sx8STP= 18 27 3x6 = 3x4 = 28 17 16 29 30 1.SxB STP = 3x6 = 64 = Lij 15 31 32 14 13 33 3x8 — 1.Sx8 STP = 3x6 = 6x8 = 34 12 3x4 Scale - 1:67.6 1.Sx8 STP = 3x6 = 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 NO Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.72 WB 0.45 Matrix-SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.10 Horz(CT) 0.03 loc) Well L/d 2-18 >999 240 2.18 >999 180 10 rVa n/a PLATES GRIP MT20 2441190 Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 20 SP No 3 WEBS 1 Row at mldpt 8-14, 4-16 REACTIONS. All bearings 0-8-0. lb) - Max Hor2 2=46(LC 8) Max Uplift All uplift 100lb or less at joint(s) except 2=-243(LC 8), 10=-248(LC 9), 14=-754(LC 4), 16=-738(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=709(LC 19), 10=709(LC 20), 14=2133(LC 20), 16=2190(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1195/433, 3-4=-1031/362, 4-5=-141/528, 5.6=-362/156, 6.7=-362/156, 7-8=-131/528, 8-9=-1031/375. 9- 1 0=- 1195/446 BOT CHORD 2-18=-393/1057, 16.18=-292/954, 15.16=-528/226, 14-15— 528/242, 12-14=-267/954, 10.12_ 358/1057 WEBS 4.18=-125/690, 8-12— 125/690, 8-14— 1645/555, 4.16=-1645/567, 7.14=-1154/575, 5-16=-1154/575, 7-15=-316/990, 5-15=-316/990, 6.15_ 590/367 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.0psf; h=I Sit: Cal. 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) 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 3-8-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 134 lb up at 7-0-0. 105 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 13-0-12, 105 lb down and 107 lb up at 15-0.12, 105 lb down and 107 lb up at 17.0-12. 105 lb down and 107 lb up at 19-0-0, 105 lb down and 107 lb up at 20-11.4. 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24.11.4, 105 lb down and 107 lb up at 26-11-4, and 105 lb down and 107 lb up at 28-11-4. and 124 lb down and 134 lb up at 31-0-0 on top chord, and 429lb down and 182 lb up at 7-0.0. 81 lb down at 9-0.12. 81 lb down at 11-0-12, 81 lb down at 13-0-12. 81 lb down at 15.0.12, 81 lb down at 17.0.12, 81 lb down at 19.0.0, 81 lb down at 20-11-4, 81 lb down at 22-11-4. 81 lb down at 26.11-4, and 81 lb down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection devices) 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 (8). Q WARNWO - Varfry dedyn panowtan and READ NOTES ON THIS AND drCLUDED WIFEK REFERANCE PACE M04473 rev. 1402MIS BEFORE USE Design valld for use oroy wim Wtok® connoctors, lints design It Ioaod orty upon paunotors shown. a cl is ra on individual IxAcmng component not o huss system. Before use. the txAdi ng designer must verily the c"Aca7llty of design palanoters and fxop ody lncaixxoto mk design Into the ovotall brldhg design. Broci ng Indlecoted Is to pxevent budding of Individual nuns web and/or chard members oNy. Additional lemporay and pennanent brnetrng MiTe k' Is away: tocttred toe stability and to provent collaime wllh possible personalal k "earl lxop o" damage. lot getnerdl guidance regarding fho aaxlcalbn slaage. delivery, erection and txachng of trusses aM Ines systems seeANS1/1PI I Quality Criteria. 02949 and SCSI Building Component 6904 Parka East Blvd Safety Information cMaable from Truss Plate institute. 218 N. tee Sheet. Stlte 312. Atexandlkx VA 22314. Tampa. FL 33610 Truss Truss Type Ory Ply T12986434IJobWP0048A78HipGirder1t Job Reference o honal Builders FirslSource, Tampa, Plant City, Florida 33566 B.13o s Sep 15 zoi i mi IeK mousines, Inc. vvea Jan 1 i 1s:Jtl:lu "LU111 rage z ID:rfytRhmERah3zllORgKYR9zPCPY-3xW EEcgigiSzPEdyOPGIOPun666ql2PIEOtIWSzuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-8=-54, B-11=-54, 2.10=-20 Concentrated Loads (lb) Vert: 4=-105(B)8— 105(B)18=-429(B)12=-429(B)16=-58(13)7_ 105(6)5=-105(8)15=-58(8)6=-105(B)19=-105(B)20=-105(8)21=-105(8)22=-105(B) 23=-105(6)24=-105(B)25=-105(8)26=-105(B)27=-58(B)28— 58(B) 29=-58(B) 30=-58(8)31=-58(8)32=-58(8)33=-58(B) 34=-58(B) Q WARNWO - Veiny dearpn parameters and READ NOTES ON THE AND WCLUDED MITEK REFERANCE PAGE Na-703 rev. 100OW015 BEFORE USE Design vdld for use orgy with tAle t®connoclas. this clesign Is irked only upon paamelers shown. and is lot an IndhAduclr bulding component. not a Huss system. Solve use, the "ding doslgnor must verily the arX311ccdAly of design pGnanolors and pxopody kncaloralo 9nb design Into the ovetdl btAdng design. Bracing Indicated Is to b ucklIng of kxnvkkxg truss web and/or ched members orgy. Additional fornporary and p otmanont dacing M iTek' prevent h always toc"od lot sld)Blty and to prevent collgxo with poss"a personal Inhay and property damage. f or gonad guidance togadng the 6904 Parke East Btvd. Idxlcalkvx slvago. dettvoty. otoctlon and tvaeing of trusses and muss systems WOANSI/iPI I Quality C0ad0, aS649 and aCSI aullding Component Tampa, fL 33610SafelyIdarmaaonclvalic"a hen Inca Rate tru9rtde. 218 N. Leo Street. Wte 312. Alexandria. VA 22314. Truss Truss T11pe Oty Ply T12986435IJobWP0048atIRootSpecialGirdert 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mr tax mausines. Inc. wea aan I 1;0wiz -ruin rage I ID:rtytRhmERah3zfiORgKYR9zPCPY-?Je?elsyMKihfXnLVgIBVq 9MvoYmwVlhhMPblzuRDP 1.0 0 9.4-0 t 1.8.0 17-11.9 24.4.15 31.0 0 38.0.0 39 0.0 0 7.1.8 2.2.8 2.4.0 8 3 9 6.5 5 8 7-1 7-0-0 1.0 0 Sx8 = S.00 rI2 Sx8 2x4 \\ 4 S 2x4 11 f i 3x4 3x6 = Sx8 = Scale = 1:70.1 t.SxSSTP= 17 18 t5 24 25 26 14 1327 28 29 12 1.54STP= 3x8 3x8 = 416 = LOADING (pat) 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 NO BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 7-9: 20 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 13.16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1910/0.8.0, 10=2510/0-8-0 Max Horz 2=60(LC 8) Max Uplift 2=-521(LC 5), 10=-852(LC 9) 3x8 = 3x4 = 3x6 = 2x4 11 3x8 = CSI. OEFL. in (loc) Well Ltd PLATES GRIP TC 0.85 Vert(LL)-0.3814-15 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.71 14-15 >629 180 W8 0.54 Horz(CT) 0.15 10 n/a We Matrix-SH Weight: 353 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 8-11 -11 oc bracing: 14.15. FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-4018/1178, 3.4=-3819/1168, 4-5=-3792/1155, 5.6=-7155/2339, 6-8=-7155/2339, 8.9_ 7301/2463, 9-10=-5548/1866 BOT CHORD 2-17=-998/3612, 15.17=-1587/6417, 14-15= 234Of7301, 12.14- 1633/5039. 10.12=-1628/5007 WEBS 4.17=-854/2820, 5-17=-3124/1075, 9.12=-105/712, 9.14=-804/2479, 5-15=-695/2025, 8-14=-686/420, 6.15=-523/308, 8.15=-467/553 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 tow at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15(t; Cat. 11; Exp C; Encl., GCpt-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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord to all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at Joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18-11.4, 145 lb down and 107 lb up at 20-11-4. 145 lb down and 107 lb up at 22-11.4, 145 lb down and 107 lb up at 24.11.4, 145 lb down and 107 lb up at 26-11-4, and 145 lb down and 107 lb up at 28-11.4. and 166 lb down and 134 lb up at 31.0-0 on top chord, and 81 lb down at 18.11.4. 81 lb down at 20-11-4. 81 lb down at 22.11.4. 81 lb down at 24.11-4. 81 lb down at 26-11-4, and 81 lb down at 28-11.4, and 429 lb down and 182 lb up at 30.11.4 on bottom chord. The design/selection of such connection la Ohl msoonsibilltv of others 0 WARNWO • Yarlry dadgn pammstsn and READ NOTES ON THIS AND INCLUDED N/TEK REFERANCE PAGE 11111114473 rev. IO4I MIS BEFORE USE OadW valld for use only vAm MflekO convectom tlth design Is passed only upon paametets stown. and h fa an IndhkK II bidding component. not a him system. Before use. tho trAdag dedWy-w must vodty Ito aWle abllb of deskprt paanoters and rxoporiy IrooMotate it* design Into tho ovonall building design. Bracing Indicated Is to prevent bucking of WJWtKl truss web cffvJ/« chard members only. Adaltlonal temporary and ponntsont baaN MOW Is always toquired la sk itAlty and to txevonl collopm wpm possible personal k*zy and rAoporly darnage. rot gonetal Otldonce regarding the 6904 Parke East Blvd. ftrirlcatlon, slotago, daltvory, erection and baci g of htmt-s and tnm swtoms seoANSI/M I Quality Criteria. OSB-t19 and SCSI Building Component Tampa. FL 336I0SafetyInformationavailablefromInmHatefrutlttrie. 218 N. Leo Shoal. SLlte 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply T12986435 WP0048 B1 Roof Special Girder 1 A Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:12 2018 Page 2 ID:AytRhmERatt3zliORgKYR9zPCPY-?Je?elsyMKih(XnLVgIBVq_9MvoYmwV 1 hhMPblzuROP LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4.5=-54, 5.9=-54, 9.11=-54, 2.10=-20 Concentrated Loads (lb) Vert: 9=-105(F) 12=-429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24=-58(F) 25=-58(F) 26=-58(F) 27— 58(F) 28=-58(F) 29— 58(F) 0 WARNING- Varlry dedyn paramatem and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE N67473 rev. I0CIMI S BEFORE USE Design Valhi for use orgy Win Mltok® connoctots. this desim Is based only upon paameton shown. anal Is for an hdMdual buld1g component noh a tttas system. Before use. Iho building doslgrlot mull verity IW appOcablity of dodC n paranoia s and pxoleity, Incorloroto ttlb daslgn Into the overall btlding design Bracing Indicated Is to prevent bucIdWQ of WhAdual truss web and/or chard mernbots only. Adlltk nal tanpetay and permanent btacli q MiTek' Is always tecood for stability and to pxovont codaIxo wllh possible personal "and property damage. for Aonetal gukkince togadrlg to talxlcallon, slatage, delivery. erection a kl Ixacklg of tries and InRt systems, savANSI/M I Quality Cdtetlo. OSa-89 and aCSI Building Component 6904 Parka East Blvd. Safety Intonnatlon avalable from lnas Plate trutlhde. 218 N. Lee Street. Suite 312. Alexandria. VA 22314.- Tampa. FL 33610 Job Truss Truss Type Oty Ply T12986436 W POO48 ail Jack -Open 12 1 Job Reference (optional) Builders FlrsiSource, Tampa, Plant City, Florida 33%6 8.130 s Sep 15 2017 MiTek Industries, Inc. wed Jan 17 13:38:13 2018 Page 1 ID:rlytRhmERah3zfiORgKYR9zPCPY-TW BNseta7dgYGhMX3Yg022W UOJIeVV8BwL5y7TzuR00 1.0.0 1.0.0 1.0.0 1.0.0 Scale =1:6.5 2x4 = 1.Sx8 STP = Plate Offsets (X Y)— 12:0-1-14,0-0-101 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1 25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudIns. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=•69(LC 8) Max Grav 3=15(LC 8). 2=125(LC 1). 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsh h=15ft, Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 69 lb uplift at joint 2. 0 WARNING - 1041f1y ded9n parenutara and READ NOTES ON TNIS AND INCLUDED AfITEK REFERANCE PAGE N11-7473 rov. I60 MIS BEFORE USE Design volld for use only vAtn Hlek®connoctom. This design Is based only upon parameters shown, and Is for an Individual Ixdding component. not a truss system. Before uso. Itno txAclng doslgrwr must verify the cWlcc bllty of design pcaamotets anal properly Incorporoto this design Into the overall txAcsng design. Bracing tnaticated Is to prevent buckiing of Indlvlducit truss web and/or chord members only. Adc9lbnal temporary and periruanent bracing MOW Is atwoys requhed for skdAlty arid to prevent collapse wilh possible personal kdray and properly damage. for general guidance regarding tine, fatxcatlon, slorago. delivery. etectlon and Lxacing of triunes and tftm sysloms, seeANSI/irm I GuaOry Ctitrarla, OSa-89 and SCSI Su" Compommnt 6904 Parke East Blvd. Safety information available from Inas Rate Institute. 218 N. lee Shoal. Suite 312, Alexandria. VA 22314. Tampa FL 33610 Job Truss Truss Type Oty Ply T12986437IWP0048BJ3Jack -Open 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 S Sep 15 2017 MiT9K Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 ID:nytRhmERah3ziiORgKYR9zPCPY-T W BNseta7dgYGhMX3YgO22W TWHbVVSBwL5y7TzuRDO 1.0.0 3.0.0 1.0.0 3.0-0 o N 3x4 = Scale = 1.10.8 1.Sx8 STP = 3.0.0 3.0.0 Plate Offsets (X,Y)-- 12:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well Idd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(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 ISO BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 11 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=I Sit: 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 20.0psf 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 42 lb uplift at joint 3 and 72 lb uplift at joint 2. 0 WARNING - VadNy design paromaten and READ NOTES ON THIS AND INCLUDED UTIFEK REFERANCE PAGE A&7473 rev. 10AU0018 BEFORE USE Design vdKf for use only with MllekA conneclas. 0ds dedg n Is based orgy upon paanelers sfwwn. and b ro an IndlvkAldi bldkng conponent. not a toes system. Before use. lfn "Cling designer roust verily the opplcobOty of design Ixaanefes and propotly IncoMmate thisdoslgn Into the over,, building design. Bracing Indicatod Is to prevent twcldhtg of Individual tom web and/or chord members orgy. Addlrlona temporary and permanent bracthg MOW IsahvaysreclukedleskslAllyandtopreventco0crAewithpossaAa, personal k*jry aid dxoda+rty danage. Fa gone, guidance regarding the fabrlcallon. sloago, dollvam eecllon anal Lvacing of trusses and 1mm systons. soeAN31/IPI I Quality Crltarla, 03a•a9 and BC31 8ulkling Component 6904 Parke East Blvd. safety Information avalalle from Inm Rate Institute. 218 N. Lee streel, Stle 312. Alexandria. VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply T12986438IJobWPOO48BJSJack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 201 / MI tax 1nadSlrleS, Inc. vvea .tan 11 1:f:3a:l4 zU1a rage i ID:rfytRhmERah3zfiORgKYR9zPCPY-xill3 tcuxzPurxkdFLfaF3ZOjaxEyOK9?rWtvzuRDN 1.0•o 5-0.0 1.0.0 5.0.0 3x8 = 1.Sx8 STP = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 026 Vert(CT) 0.05 2.4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight. 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11, Exp C; Encl., GCpl=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.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. Q WARNING - Vadfy eedgn Parameter and READ NOTES ON TM AND MXLUDED U17EK REFERANCE PAGE 1107473 mv. ra MIS BEFORE USE Design valld lot use orgy vAth MlloW connectors. Ms design Is based only upon pmamoters shown. and Is rer an Individual landing component. not buildingotrusssystem. Before use. the lding designer must verity the aplxlcabllty or design Ixxometeis and popody nco potate M design kilo the over'. building design. Bracing Indicated Is to buckling of Individual truss web aril/or chord members only. Addiftonal temporary and permanent bracing M iTek' prevent is always required for statwlly and to prevent collarxe vAm possBlle personal Injury and property domage rot general guidance regarding the lobricatkxx storage. delivery. erection and biochg of Misses and muss systems. seeANSI/TPI I Guatlty Criteria. DS949 end SCSI Building Component 6904 Parke East Blvd. Safety Information avatiable, from tuns Rote hstlkde. 218 N Lee Sheet. Stlte 312. Alexand6a. VA 22314 Tarrpa. FL 33610 Job Truss Truss Type 0 ty Ply T12986439 WP0048I Cl Hip 1 1 Job Reference (optional) 8.130 S Sep 15 2017 MiTek Indusmes, Inc. Wed Jan 17 i1w:15 201aBuildersFirstSource, Tampa, Plant City, Florida 33566 3x4 = 3x6 II 3x4 = 1.Sx8STP= 3xg = 3x8 = 3x8 = LOADING (psi) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 Scale = 1:33.3 CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.53 Vert(LL) -0.17 2-10 >898 240 MT20 244/190 BC 0.71 Verl(CT) -0.36 2.10 >417 180 W8 .016 Horz(CT) 0.03 8 n/a n/a Matrlx-SH Weight: 76 lb FT = 209b BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc puriins. BOT CHORD Rigid calling directly applied or 6-4-13 oc bracing. REACTIONS. (Ib/size) 8=575/0.8-0, 2=703/0-8-0, 9=126/0.8.0 Max Harz 2=60(LC 16) Max Uplift 8=•l62(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max Gray, 8=575(LC 1), 2=703(LC 1), 9=159(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1067/826, 3-4=-820/646, 4-5=-721/610, 5.6=-721/610, 6.7_ 817/653, 7.8_ 1060/881 BOT CHORD 2-10=-700/938, 9.10=-678/913, 8-9=-678/913 WEBS 3-10=-278/395, 5.10=-358/416, 7-10=-252/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpI=0.18: MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exterior(2) 5.0-0 to 18-4-0 zone; cantilever left and right exposed end vertical left and right exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load rlonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8, 198 lb uplift at joint 2 and 7 lb uplift at joint 9. 4L WARNING - vertyy dedgn panneten and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE NG7Q! rev. 10AU 0n6 BEFORE USE Design vaild for use only Win Mllek® connectors. This design Is lxaed orgy upon paarmoters shown, and Is for an Individual tAddI ng component. not toto this design into the ovedtatrusssystem. Bufee use. the building designer mppl mustveritythea1calAltyof design p atainates aripxe l poftyOnceorbtBtlng design. Bracing fntlkated Is to Guckiing of lndtvkltxali truss web and/e chord rnembets only. A&I[flo nul temporary and prxrnanent txadng MiTek' prevent Isalways tegtarod for sk"lty and to pfevent cdlopse with pwssBxe personal kVy and poloAy damage. for general gtkk=o togarding mo 6904 Parke East Blvd fabrk:ollmstorage. delivery. erection anal tracing or trusses and trust systoms, seoANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety InformationavollablefromhimPlatoInstitute. 218 N. Lee Sweet, Suile 312. Alexanafkf. VA 22314. Job Truss Truss Type Oy Ply T12986440 W POO48 C2 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 336N 8.130 s Sep 16 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 10:rtytAhmERah3zliORgKYR9zPCPY-PuJ7HJugfFSGW? W wAysu7Tcj17rhzKoUN1a38MzuROM 1.0.Oo 6.4.0 12.4.0 t&8-0 1-06.4.0 6.0.0 6-4-0 Sx8 = 2x4 11 3x8 = 4x6 = 1. Sx8 STP = 3x4 = Scale = 1:33.5 P= 3x6 = d LOADING ( PSI) SPACING- 2-0-0 CSI. OEFL. In loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.06 2.9 >999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Ven(CT) -0.09 7-9 >999 ISO BCLL 0.0 Rep Stress Incr YES W B 0.32 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 75Ib FT=VAS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.4-10 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10.7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=337/0-8-0, 2=603/0.8.0, 6=464/0-8-0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13), 2=-173(LC 8), 6=-99(LC 9) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/581, 3.4=-398/390, 4.5=-512/322 BOT CHORD 2-9=-460/748, 7-9=-461/758, 6.7=-180/406, 5-6=-180/406 WEBS 3.9=-19/282, 3.7=-426/319, 4-7=-159/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511: Cat. 11; Exp C; Encl., GCpt= 0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5-0-0 to 18.4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. Q WARNING- Vadfy dad9n Panim.tm and READ NOTES ON rM AND &CLUDED N/IEK REFERANCE PAGE 1111167472 rev. 10AUMI S BEFORE USE Design weld tot use only MAth Mllek®connoelors. Ibis design is based only upon parameters shown, old Is fa an YWMdia l txAdkV component. not ng dsslgmust verify the appticabslty, of design p aianetots and ixopaty aMi Incorpato s designInto the ovetdl o truss system. Betabuildingo uso. the building balding design. Bracing Indicated Is to prevent buckling of IrnRWK" truss web anti/or choed members only. Additional lempotay and ppearnrntnt bracing M iTek' Is always regt4esd foe st 1p9lty and to prevent collapse with lositlo personas Inlay and property damage. Fat gonotcl guidance tegadng the 6904 Patka Cost Blvd. tabricallom staogo, delivery. erocilon art txocfrng of frustos and truss systems seeANSI/1PI I Gua01y Criteria. OSS-69 and SCSI SuIlding Component Tempo, 1. 33610 Safety Information avc9aIINefromImasRaeInstitute. 218 N. lee Sleet. Stale 312. Alexandria. VA 22314. Truss Truss Type Oty Ply T12986441IJobWP0048CJ3DiagonalHipGirderf1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI f eK Inausines, Inc. Wed Jan 11 13:38 16 2018 rage 1 ID:rfylRhmERah3zfiQRgKYR9zPCPY-u4tW UNSQYD78946kgN7fg8z4WJvistdcJKdkozuRDL 1.5 0 3.2.14 1.5.0 3-2.14 Scale = 1:9.2 2x4 = 3.2.14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 We n/a BCOL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT = 2091, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid celfing directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0.10.15, 4=28/Mechanical Max Harz 2=58(LC 4) Max Uplift 3=-17(LC 19). 2=-94(LC 4) Max Grav 3=45(LC 32). 2=201(LC 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi--0 18, MW FRS (envelope); cantilever left and right exposed, end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2.0.0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, and 68lb down and 85lb up at 1.4.15 on top chord, and 1 lb down at 1-4.15, and 1 lb down at 1-4-15 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2.4= 20 Concentrated Loads (Ib) Vert: 5=44(F=22, B=22) Q WARNING- Veft desgn parametwo and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 nw. 10MMIS BEFORE USE Deslgl valid for use only with Nillek®connectots. this design K based only ufm parameters shown. and is for an Indl%ftiat building component, nol a truss system. Before use. Ile txAdlrig designer must verity the applicability of design patarnofors and poperty Incorporalo this design Into the overall building design. Bracing Indicated Is to pevent bucktfrig of IndN idwri Miss web and/or chord members only. Addtional temporary and pennanenl bracftig MiTek' B always regUted for stabli fy and to prevent collapse vAlh possible personal"and popery damage Fof genefai gUdolice tegarding tite kaxicallon , storage. delivery. erection and bracing of busses and truss systems. soeANSI/M l Quality Criteria. OSS49 and SCSI Building Comporient 6204 Parka East Blvd. Tempe. FL 33610safetyInformationavailablefromInrssPlatoInstikrie. 218 N. Lee Sfreel. Stile 312. Alexandria. VA 22314. Job Truss Truss Type • Oty Ply T12986442 WP0048 CJS Diagonal Hip Girder 2 1 Job Reference (optional) Lluflders FlrstSource, I amps, Plant Gfty, Flonaa aabbb O. t 3u s sap 10 Zul r M1 r etc maustmes, inc. vveu .tan t i t o:oo: t i zu r c raye r ID: rfytRhmERah3zfiORgKYR9zPCPY-MHRui?wSBsL_IIfJINuMCuhz 1 wYaRJ7mrz3AGEzuRDK 1. 5 0 7.0.2 1. 5.0 3-9.9 3.2.9 3x6 LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well Vd TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 2-4 756 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.18 2.4 440 180 8CLL 0.0 Rep Stress Incr NO we 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 100 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=158/Mechanical, 2=352/0.10-15, 4=75/Mechanical Max Horz 2=1OO(LC 8) Max Uplift 3=-91(LC 12), 2=-159(LC 8) Max Grav 3=158(LC 1). 2=352(LC 1), 4=120(LC 3) FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. Scale - 1 16.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.2.14 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=1511; Cat. II; Exp C, Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 lb uplift at joint 2. Q WARNING - Vadry destpn pammeten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 mv. /603120IS BEFORE USE Design valid for use only vAlh MIIek8 connectors. R* design Is based only upon paanefers shown, cin d Is for an Individual bolding component. not a truss system. Before use. the Ixdtdvj designer must verify the applicalilllty, of design parameters and properly Incorporate this design Into IMt overall bull& g design. Bracing Indicated Is to prevent bucWing of Indivkdtial Irtm web and/ot chord members only. Adaltlonal temporary and permanent trading Welk' Is always rest trod for stalAty and to prevent collapse vAlh possUle potsonal N*sy and properly damage. for general guidance regarding the SWM Parke East Blvd. faixlcatkrlslaago. deltv". erection and biacMg of trtfsses and tits systems. seeANSi/iPl1 Quality Cream, OS949 and SCSI Building Component Torrpa. Fl. 33610 SafetyIrdoanaBonavallabiefromtrussNateInstitute. 218 N. Lee Sheet. Suite 312. Alosatdfla. VA 22314. Truss Truss Type Oty Ply T12986443IJobWPOO48CJ7IDiagonalHipGirder31 Job Reference (optional) BUilDers FIrStSOUrce, ramps, Plant City, Honda 33565 9.13U s Sep 15 2011 MI 1 eK maustrles, inc. Wea Jan 11 13:3an a zola rage 1 ID:"RhmERah3zfiORgKYR9zPCPY-qT?GvLxlyATrNSEVs5PbI5EHPKw 1 Akhw4dplogzuRDJ 1•s•o 7-ae 9.1a1 1-So 7-0-8 2.9.9 Scale - 1:21.2 lg 2x4 = 2x4 = aq rr 5 2x4 ' 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/TP12014 CSI. TC 0.43 BC 0.44 WB 0.17 Matrix-SH DEFL in Vert(L-) -0.05 Ven(CT) -0.11 Horz(CT) 0.01 loc) Well Ud 2.7 >999 240 2.7 >999 180 5 rVa n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2z4 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 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Harz 2=131(LC 22) Max Uplift 4=-35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-6=-696/272, 3-7=0/359 NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf: BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 145 lb uplift at joint 2 and 154 1b uplift at joint 5. 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 Ib down and 87 lb up at 7.0.14 on top chord, and 1 (b 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 deslgrVselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2.5=-20 Concentrated Loads (lb) Vert: 3— 75(F_ 38, 8=-38) 7=-36(F=-18, B=-18) 8=44(F=22, 6=22) C. Q wARNi a . vadty design peremetwe aid READ NOTES ON rH5 AND INCLUDED AMK REFERANCE PACE N94479 rig. IMMIS BEFORE USE Doslp;i valkl for use only wpm kVoW connectors. M design Is based only upon paametors Shown. and Is lot an Individual txldbV component. not a truss system. Before use. the tAAdng designer must verity the appticablity, of design Ixxarnolors and pxopoily trucorperate nine design Into the overall bildrig design. Bracing Indicated Is to provent bucldkig of Individual truss web andlot chord members only. Additional ternporary and pemice ent tracing Welk' Is always regaled for stability and to provont collgse wire possible personal "and property, damage. for general guidance regaclnig Ire atxicallon, storage. delivery. otection and txackig of Inures and truss systems seeANSIRPI I Quality CAtarla. OS249 and bCSI building Component 6904 Parka East Blvd. Sarety information avalable from Inrss Rate rubble. 218 N. Leo Street. Sidle 312. Alexandraa VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply T12986444 Job WP0048 O1 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:19 2018 l; 06 = 4x6 = 30 = 1 Sx8 STP = 2x4 11 3x4 = Scale = 1:34.1 P= 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) 0.09 2-11 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.46 Vert(CT) -0 10 2-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 78 lb FT = 20°e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11.3 oc pudIns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/slze) 7=164/0-8.0.2=530/0-8.0.9=710/0.8.0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav 7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672/597, 3.4=-604/636 BOT CHORD 2-11=-407/550, 9-11=-527/617 WEBS 3.11=-111/265, 5.9=-269/231, 4-9— 654/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCOL=3.Opst; h=151t Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0-0, Extedor(2) 5.0.0 to 6.8.0, Comer(3) 6.8.0 to 18.4.0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions Shawn; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This thus 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 lit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplift at joint 9. Q WARNWO - Ve ft dedpn penutietere and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE IIf67479 rev. 1410113 IS BEFORE USE Design valld la use only Wien MftoW cornneclots. Ihts design Is Limed only upon paomelors d WWn. and Is lot an Individual building component, not a huss systom. 9eloto uso. the building designet must vodty the c r4ftablity of design Mat iketers and poperly I ncon"ato nit doslUn Into tho ovotdl building doslpn. Bracing Indicated Is to pevent bucahKi of Individual trim web and/ot chord members only. AddOanal temporary and pennanont btacing MOW Is always rotaulrod for stability and to povent collaim vAm pxetllo personal InW and ixoperty damage. Fa general guidance iogaiding Ono fabrication. sloiago, delivery, eroctlon act bracing of tames and miss systoms socANS1/iPl l Quality Criteria. DSO-89 and SCSI Building Component 6904 Parke East Blvd. Satisfy Information avclable from lam Plate Institute. 218 N. Lee Shoot. Sulto 312. Aloxandilm VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12986445 WPOO48 D2 Roof Special Girder t 1 Job Reference (optional) Builders FIr61SOUrCe, Tampa, Plant city, Honda 33566 a. nsu 5 aeP to eu1 r rvrr r eu inuusuiva, ue;. -fou mu it ,u.au.cv aiia 10: rtytRhmERah3zfiORgKYR9zPCPY.ms70K 1 yzUnjYcmOtzW S3gWJb18S6eaYOXxlgtZzuROH 1 • a0 6.8.0 11-0-0 16.4.0 t8•B•0 19-8.0 1 • a0 6.8.0 4.4.0 5-4.0 2-a-0 1 •a0 4x6 = 3x4 = Q[ 9 1 Sx8 STP = 30 = Scale a 1.34.2 6. 8.0 4-4-0 2-4-0 3-0-0 12.4.0 ' LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) 0.10 10.12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.17 10.12 889 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 6 We We BCOL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 80 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=590/0.8.0, 6=372/0-8-0, 9=490/0-8-0 Max Harz 2=44(LC 8) Max Uplift 2=-163(LC 8), 6=-127(LC 5). 9=-117(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3.6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-841/207, 3.4- 803/202, 4-5=-321/112, 5-6=-370/107 BOT CHORD 2-12=-131l704, 10-12=-303/1088, 9-10=-285/1044, 8-9=-285/1044, 6.8=-70/330 WEBS 3-12=-44/349, 4-12=-449/214, 4-10=-308/125, 4.8=-796/325 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=4.2pst; BCDL=3.Opsf; h=1511; 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 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 163 lb uplift at Joint 2, 127 lb uplift at Joint 6 and 117 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 23 lb up at 13- 7-4, and 20 lb down and 23 lb up at 15-7-4. and 86 lb down and 93 lb up at 16-4.0 on top chord, and 13 lb down at 13.7.4, and 13 lb down at 15-7-4, and 20 lb down at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3.4- 54, 4-5=-54, 5.7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=24(F) 8=-O(F) Q wAxrmwa . vodry deagn pammetem and READ NOTES ON THIS AND WCLUDED WMX REFERANCE PAGE A/h7473 rev. 1600W015 BEFORE USE Design valid for use only with fAllets® connectors. Ihb doslQn Is Lased only upon parameters shown. and Is for on IrnUlvldud building component. not a truss system. Bolero use. the IABdng designer must verity the q.lxlcobllty, of design paramolors and propely Incorporate IhB design Into the ovoid. b uldk V design. Bracing Indicated Is to prevent bucldlrsg of hxlNkltxd truss web and/er chord members only. Additional temporary and permanent bracing MiTek' It always toqulred tot stabxllty, and to prevent cellgxe win possltle personal"and lroporty damage. For general guidance tegarding tho larlcallorx storage, delivery. erection and bracing of hussos and trtm sysionit sooANSI/IPI I Quauty, Criteria, DSB-89 and SCSI Bulldlng Component 6204 Perks East Blvd. Safety Information avala le horn teas Rate institute. 218 N. Lee Street. St/lo 312. Alexandria. VA 22.114. Tampa. Fl. 33610 Job Truss Truss Type Ory Ply T12986446 W POO48 E 1 Hip Girder 1 1 Job Reference o konal Builders FirstSource, Tampa, Plant City, Florida 33566 4x6 = a B.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page I zilORoKYR9zPCPY-E2aPXNzbF5rPEwz4XDzlMkspeXw7N6JMmb1 NP?zuRDG 4x6 = Scale = 1:24.3 1.Sx8 STP = 2x4 it 2x4 11 1 Sx8 STP = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 30 = SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.09 5-6 >999 180 Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 rVa n/a Code FBC2017/rP12014 Matrix-SH Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. REACTIONS. (lb/size) 5=721/0.8.0, 2=801/0.8.0 Max Horz 2=41(LC 12) Max Uplift 5=-243(LC 9), 2=-274(LC 8) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1413/482, 3.4=-1250/454, 4-5— 1411/478 BOT CHORD 2.7=-403/1238, 6-7=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4-6--V306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf: h=15(t; Cat. II, Exp C; Encl.. GCpf=0.l B: 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 243 lb uplift at joint 5 and 274 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 lb up at 5-0-0, and 60 lb down and 87 lb up at 6-8-0, and 188 lb down and 185 lb up at 8-4-0 on top chord, and 116 lb down at 5.0.0, and 52 lb down at 6.8.0, and 116 lb down at 8-3-4 on bottom chord. The deslgn/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 Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3_ 54, 3-4=-54, 4-5=-54, 2-5= 20 Concentrated Loads (lb) Vert: 3=-141(F) 4=-141(F) 7_ 72(F) 6=-72(F) 8= 60(F) 9=-26(F) lal Q WARNING - VWW dadpn Pararriefan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NI.7473 rov. I&WW IS BEFORE USE Design valkl tot use only vAth MI leW connectors. ft design tt base l only upon porometots shown. and k foi cn l ndh4duc t building component not a tius systein. Before use. the building designer musl vedry fhe aprAlcaWlty of dodgn jxxcuneteis and properly Incapoiato fhlt design Into the oveall biddkV design. Bracing Indicated Is to prevent bucMg of trxMklual trim web and/or chord members only. AddlWxg temporary end pefrncmnl braatrg MiTek 6 always foc6hod for stability and to prevent collgtse with possible petsonxL"and pxoporty damage. For genetal guidance regaclng no 6904 Parka East Blvd. tatxicatlon, storage. delivery. etection and Ixactrg of tames and trim systems. soeANSI/tPl I Quality Cdferla, OSB-89 and SCSI Binding Component Tampa. FL 33610SaetyInformationavdtctblefromIrimPlatekuhrute. 218 N. Lee Street. Sidle 312. Alexenddo. VA 22314 Job Truss Truss Type Oy Ply Tt2988447 WP0048 E.13 Jack -Open 2 t Job Reference (optional) Builders Firsisource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-E2gPXNzbFSrPEwz4XDzlMksrtxlON77Mmb1 NP7zuRDG t-0-0 2-4.0 1.0.0 2.4.0 2x4 = 1.54 STP - LOADING (psi) SPACING- 2-0-0 CSI. DEFL in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 2.4 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12). 2=-74(LC 8) Max Grav 3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:9.4 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 200b BRACING - TOP CHORD Structural wood sheathing directly applied or 2.4.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh WWI; Cat. II; Exp C; Encl., GCpl=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 OOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 74 lb uplift at joint 2. Q WARNING . VMIY deetyn parameters and READ NOTES ON THIS AND INCLUDED AMM REFERANCE PAGE N67473 rev. 100342015 BEFORE USE Design valid for use orgy v10n Mllok® corvactus. Irls design Is based Orly upon parameters shown. and Is for an Individual 1AddI ng component. not a kuss system 9oloto use. the bsBdng doll" must verify the appticalAi fy of cksign parameters and propof fy I ncogxxate this design Into th0 overall bidding design. Bracing Indicated Is to proven bucking of Individual it= web and/or chard mombors orgy. Ackltionci temporary and permanent bracing MiTek t always roctutrod la stalpSlty, and to prevent collapse vAth posdAo personal Injury and pxoperty damage. for genetal guidance ragaalng Ih o Parka East alvd. faixicatkn. stonago, delivery, erection awl brcici ng of busses and miss Systems. seoANSI/iPI I Quality Celtedo, OS"9 and SCSI Building Component Safety Information avallaiple from lmas Nato Institute. 218 N. Lee Street. St/te 312. Alexa dfkx VA 22314. 6904 Tampa. FL 33610 Truss Truss Type Oty Ply T12988448IJobWPOO48EJ5IJack -OpenI 3 1 Job Reference (optional) Builders FtrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:22 2018 a4 1 Scale - 1:14.9 3x8 = 1.Sx8 STP = 5-0-0 6-0-0 Plate Offsets (X.Y)-- 12:0.8-0,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(L-) -0.03 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 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 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1). 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpf=0.18; MW FRS (envelope) and C-C Comer(3) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. Q WARNINO - Vady dasdpn prarmrrras and READ NOTES ON rHM AND INCLUDED NI/EK REFERANCE PACE U1167473 raw. 10010201S BEFORE USE 089M vall l for use only v4m Iv nit& connoctom ft design Is based only upon "amelers shown, and 16 for an Individual btddrag comt»nont. not a truss system. Before Lao. the buildingdesignot must verity the appllcol,llty of doses pate nelets and prot)ody Incogxrato ti%doggn Into the overall bLAding design. Bracing Indicated is to proven buckling of Individual fruss web and/or chord members only. Additional lempoary and ponnonont bacfrg MiTek' Is always terjlltcd for sla xilty and to prevent cotigze wllh possesle potsonal lduy and properly damage. for general gtMarace regarding the ratrlcallon Voc000, dollvery, erection and baCi g of tames and mess system% soeANSI/IW I Quality Criteria. OU49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avmable from Inns Rate Instln0e. 218 N. lee Street. Sale 312. Alexardrla. VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply T12986449IJobWP0048EJ7Jack -Open 20 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 3x8 = 1.5x8 STP = 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 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Harz 2=122(LC 12) Max Uplift 3=-102(LC 12). 2=•85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1). 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:23 2018 Page 1 h3zfiORoKYR9zPCPY-ARo9v3_rnt57TD7See?mS9xONLaor 1 cfDvW UUuzuRDE Seale = 1:19 8 DEFL. In (Ioc) I/defl Ud PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Vert(CT) -0.18 2-4 >431 180 Horz(CT) -0.00 3 n/a n/a 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15I1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 6.0.0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed,C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 85 lb uplift at joint 2. Q WARNING- Vedry design Petametem and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE Ma-7473 rev. FAW02015 BEFORE USE Design valW for use only with W 1010 connectors this design Is based only upon parameters shown. and Is lot an individual txldfrtg component. not a liras system. Before uso. the UAdng deslgrwr must vetity the apolcablilly, of design parameters aril ixopetly tncogwrote this closlgn Into the overall bridng design Brachg trrclicated Is to buckling of Indlvial al miss web and/ot chord members orgy Addlkxat lernporary and pairrianent txaGng MOWproven) Is always recl lied la stability and to prevent tonal) a with poss6xe personal Injury aid Wopody damage. for general guidance regadng tho fabncalkxL storage. doltvory. erection ancf txochV of misses and mist systems, seeANSI/iPl1 Quality Criteria. DSB-69 and SCSI Building Component 69W Parke East Blvd. Tampa. FL 33610SafelyINormatlonavailablefrombrasRateInstitute. 218 N. Lee Street. Sr/te 312. Alexanctilm VA 22914. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets ore indicated. Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Addinonol stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing. Is always required. See SCSI. O_1/ 1dr cl-s cza 2. Truss bracing must be designed by an engineer. For WEBS Cr 4 wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I C ey h, 0 u Ob bracing shauKl be COfLSldered. 3. Never exceed the design loading shown and never inadequately braced trusses. stock materials on O 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate plates 0- ng' from outside C7 BOTTOM CHORDS caa ~ allsignr. erectiodsuuprt isor, property owner and s. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fury. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from Plate location details available in Mirek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. unless otherwise noted, moisture content of lumber shot) not exceed Ift at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not opplicable for ICC-ES Reports: use with fire retardant, preservoave treated. or green lumber. The first dimension is the plate 10. Comber is o non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311. ESR-1352, ESR 1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified• 13. Top chords must be sheathed or punins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values9Y 14. Bottom chords require lateral bracing th 10 is spacing. or less, it no ceding Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 0 2012 MiTek® All Rights Reserved 15. Connections not shown are the responslbiity of omens. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. b17. Install and ad vertically unless Indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/ TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB- 89: Design Standard for Bracing. BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. I MITek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 6EARW6 HEIGHT 56HEOULE 38-0-0 13-8-0 11-8-0 1 2-8-0 5 El llf f as VA 19-4-0 5-4-0 s 9 NOTE5: L) REFER TO 0 C11(RECOMANDATION5 FOR 11A-OU.M INSTALLATION AND TEMPORARY ORACIN6 ) REFER TO EN6INEEREO ORAWIN65 FOR PERMANENT ORACING REOIARED. 2.) ALL TRUSSES (INCLLIDIN6 TRUSSES LIVER VALLEY FRAMM) MUST Of COMPLETELY DECKED OR REFER TO DETAIL VI05 FOR ALTERNATE DRACING REONREMENTS 3) ALL VALLEYS ARE TO Of CONVENTIONALLY FRAMED OY WILDER 4 ) ALL TRUSSES ARE VES1614EV FOR 7 ac MAXIMM 5PACIN411NLE% OTHERWISE NOTED. 5) ALL WALLS SHOWN ON FLACEK(ENT PLAN ARE CONSOEREO TO Of LOAD DEARWb ME% OTHERWISE NOTED. 6) SY42 TRUSSES MST DE INSTALLED WITH THE TOP OEIN6 UP. 7) ALL ROOF TRUSS HANGERS TO Of 5WPSON HTU26(N.E%OTHERWISENOTED. ALL FLOOR TRIM HANGERS TO OE SWPSON THA422 UALESS OTHERWISE NOTED. O.) DEA WHEAOER/LINTEL ((NOR) TO OE FURFOSIV OY MILDER 5HOP DRAWING APPROVAL TIPS LAYOUT IS TIE SOLE SOIIFlE FOR FAMATIM OF TBASES AND VOIDS ALL PREVIOIFi AMECTIRAL 9 OKI faM LAYOUTS REVIEW APO APPROVAL OF 1N5 EAYON IMT DE RECEIVED OUM ANY TRMAS ILL DE AMT VERIFY ALL COI f0h TO RFARE AfiMT OWILES TW1f WLL RESULT W ERfRA OIAR6E510 YOU e-4- 06.1 F,Y 9M I Builders FlrstSource Orlando PHONE: 407-851-2100 FAX 407.851.7111 Plant City PHONE: 613-759.5951 FAX- 813-752-1552 E E Starlight Homes L: 1769 Hawking T k eoFn% WPow an 7 11-7-17 Josh RECORD COPY D City of Sanford Building and Fire Prevention Product Approval, ecification Form Permit # # 1 8 1 0 8 4 SANFOR p pAR,;a Project Location Address aAS 2L As requiredrequired by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includingdecimal 3. Panel Walls'--- - --— Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R1O Other June 2014 G Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 2/2(h8 Florida Building Code Online t ris !v 1: '• }r' t? ,. •. r..l. ti ., .. •` BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff FlOfda pr a. - Product Approval USER: Public User dProduct Approval Menu > Product or Application Search > Apolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15036- R2 Revision 2017 Approved O Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants. com Vivian Wright rickw@rwbidgconsultants. com Exterior Doors Swinging Exterior Door Assemblies jn• I , , war...,` t 1 BCIS Site Map I Links I Sear Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE- 43409 National Accreditation and Management Institute 12/ 31/2021 Ryan 1. King, P.E. Gel Validation Checklist - Hardcopy Received Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv lbl Eauivalencv of Standards.odf https:/ A~.floridabuilding.org/pr/pr_app_Otl.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 Summary of Products FL # 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 FLlS036 R2 11 (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 1S036.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 1S036.2.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 15036.2.0df 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 FL1S036 R2 II (a) Inst 1S036.3.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 FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (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 FLlS036 R2 AE (a) Eval 15036.4.0df 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 1S036.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL1S036 R2 AE (a) Eval 15036.S.odf 41 pa icu rs. 15036.6, P. ClassicCraft Fiberglass Door, 8'0 "Non -Impact" Opaque Single_Fibe_rglass Door-vOutswing / Inswing (X) Configuration Limits of Use: Approved for use in HVHZ: Yes _ Installation Instructions' FL15036 R2 II (a) Inst 1S036.6.pdf . 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 additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes,' particulars. wil ina.ora/or or aoo tl.asox /; 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration, Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 II (a) Inst 15036.7.gdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVH2: 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.gldf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 It (a) Inst 15036.9.pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.pdf 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 HVH2: Yes FLIS036 R2 If (a) Inst 15036.10.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.pdf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here_ Product Approval Accepts: M RE go RR M Credit Card Safe https:/twww.floridabuilding.org/pr/pr app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustriat Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.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. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory 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. ttyttr1ets' Signed &Sealed by t%% F SCHIbJ/Q *o#. Lyndon F. Schmidt, P.E. No 43409 4%= Q: STATE OF • V? i1s e0 N At. %` Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 J`J%JM1j sic-Craft: FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with on impact resistant covering that 13C. HVHZ' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not tents 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 In pressures & general notes 37 5' MAX OVERALL WIDTH yz Z N Z O i - w UJ W = i W J U- J J ElilCie> W o > a ° O a EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 23 42 TOP RAIL 1.49f"l- .,Wl Ir -T SG >= 0.671 A 17 Q] flooII11 FLATCH STILE T- 42 46 EXTERIOR INTI N . 411 - 21 3 17 4 A 4 A 4 0.1 S' CSINK L (TYP.) 20 8 7 INTERIOR EXTERIOR 27 40 3 3 INTERIOR EXTERIOR INTERIOR EXTERIOF L 7 8 INTERIOR OSS SECTION i - inswing INTERIOR EXTERIOR INTERIOR i"' VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements J 40 y 7 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR INTERIOR 7777 7997 MASONRY OPENING FRAME 2X BUCK STRIKE JAMB cl: 0 d 10 77— Z-) C4 MASONRY OPENING C14 2X BUCK - 04 TYP. HEAD JAMBS FRAME ANCHORING HINGE JAMB SUCK ANCHORING Masonry'X buck construction For DP > 48 PSF and orDP <= 48 PSF DP <= 75 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN ""iC-fEARAN-:-E.-.':,MIN ':-CLEARANCE: TO:MAS0NRY-%:'... :,.--TO.--ADJACENT-'---'::. iMENT--'.-' ....... ...... . 4!' MASONRY OPENING FRAME X z i '--!0 2X BUCK L TYP. HEAD JAMBS FRAME ANCHORING Masonry 2X buck constrL for DID > 48 PSF and DP <= 75PSF J TYP. HEAD JAMBS iE X v v 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 tar joints, additional concrete anchors J CENTER" dimension are not exceeded. MINI_GLEARANCE: TO'MASONRY.;::':: ' TO;AOIACENT::::: HINGE JAMB inc4 to N En vi to a• MASONRY TYP. HEAD OPENING & JAMBS i FRAME 1 X BUCK F TYP. SILL v a FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and FDP<=75PS 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 2ETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 3NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC DDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56 E=;:7 -: to N 2.36' —T SsJambHEAD 3 SID I CM C 31 BUMP FADE THRESHOLD LOW PROFILE 5.75' l 33 SEIf ADJUSTING SADDLE 1HREHOLO T L 4.56' 2.36' 0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass 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 Thefrna 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. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of 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 Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing 15427-107362 ASTM E84-00a Omega Point Laboratories ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories ETC-01-741-10593.0 TAS 202-94 ETC Laboratories TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. TEL 06-10314 TAS 202-94 Testing Evaluation Lab.,lnc. 2 Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) tSCHPf s ie 3. Calculations Prepared by`.-GC p'••%''eeeSFAnchoringRWBuildingConsultants, Inc. (CA #9813) moo'` , ••. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 y4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is 13': STATE OF : 4.I manufacturing products within a quality assurance program that complies ISO/IEC 17020 Guide 53. p •• PwithandSheet1of1ORrrp N 0L 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. Sianed & Sealed by Lyndon F. Schmidt, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 IJ%J`JKa 3sic-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). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. M.13' MAX. OVERALL WIDTH ZZ 3 N o w Q LU w = W 02 Of J Q J W LU o ° O i b A CAICKIWA 111111111 --- SG >= 0.67) 42 IAJim, INTERIOR HORIZONTAL CROSS SECTION FTOP RAIL 1: 49" AID 46 EXTERIOR 43 LATGH STILE T- N Im to- w ds w N fl^vwo%od ft's it — s' GLASS BITE 23 EXTERIOR 25/ 7*). INTERIOR 25 G >= 0.42) e frame screws) is SEE NOTE 1 22 24 29 G, GLAZING DEWL 5 insulated glass w/ smc lite frame INTERIOR S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 2S 1.08" I to 22 v G1 GLAZING DEWL5insulatedglassw/ pvc lite frame OTto 1/2" MIN. GLASS THK. or- 1/8" TEMPERED GLASS FAIR SPACE 1 /8., TEMPERED GLASS 46 26 123 EXTERIOR 18 29 SEE NOTE 1 INTERIOR EXTERIOR 0.15, CSINK NP•) IZONTAL CROSS SECTION Mng shown - inswing approved 6 A 6 A 6 NOTE: 1.15' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & 66'. 8 7 40 SEE NO' 5 S 5 EXTERIOR INTERIOR EXTERIOR o v N 19 za: pi INTERIOR U -- 60 61 SS SECTION nswing INTERIOR L z w EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S Inswing configuration see general notes, sheet 1 z a for "HVHP' Water infiltration f requirements ^ m w 11 041N 2 VERTICAL CROSS SECTION 5 Shown w/ I X sub -buck INTERIOR 8r o o eo: a Z a' F ILD 19 M za oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ing shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 l M INTERIOR S VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1X sub -buck NOTE: 1. Anchors ass'y thr( sill at 4" in from et INTERIOR EXTERIOR ft V' MEEZZ.4 Pin, E Y• e e O a v a e e'o e AULLION OWN FOR FERENCE ONLY PORING iers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. MIN .'CLEARAOCf: :MIN :.CLEARANCE TO'MA'SONRY;:":"`'.-'..:..--::TO..ADJACENT:::: EDGEANCHOR•:.`:; An we In ao o o o o MASONR OPENIN( FRAh 2X BI I I I I I SEE DETAIL 1 L to Y TYP. HEAD — JAMBS M TYP. IE 1CK I F TYP. N I SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWING L INSWING M OUTSWING L INSWING LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) rn N N 1 HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 10 a SEE DETAIL 1 TYP. HEAD & _ MASONRY JAMBS OPENING M TYP. _ E LICK F T. N SILL a SEE DETAIL 2 FRAM 1XB FRAME ANCHORING may be adjusted to maintain The min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. WIN- CLEARANCE ; MIN:;`CIEARANCE: TO:AOJA'CEM.- ANCHOR.:...?:. I HINGE JAMB U N En WS r 65 INSWING M OUTSWING 0 27 (, INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attac strike as sh W()uu 24 1 /4" INILNUF'I WAC LR JIttL 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 j1 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 O 16 OUTSWING SIDELITE Spacer 2.14" v to M 2. 1 I Fl 4.63° 31 BUMP FACE THRESHOLD I R W R W Building Consultants, Inc. B Consulting and Engineering Scrviccs for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43617 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 01929-96 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) 't } yil i7 0 Lyndon F. Schmidt, P.E. 3. Calculations Prepared by e% o4 • J 1Q r Signed 8 Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) oo` ;.••G 1= N S.•.• .lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : " s 4. QualitvAssurance NO !S``g •ro Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products a -0 : 4 STATE 2.OF 10 Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and t Guide 53. •••n " ` V o FL PE No. 43409 Sheet 1 of 1 H '• C.>\ o 0 10/16/2017 i `SRO N Al ^ o s'lners ecaast aw Now v1%v 3sic-Craft GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON-IMPAcrw 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 same as that shown for N buck ie details of this drawing require further engineering analysis by a hitect. tol sill item #39 under active doors and all sills used under sidelites meet tVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle ferhang to sill is less than 45 degrees. TABLE OF CONTENTS I In pressures & general notes detail 68.5' MAX. OVERALL WIDTH z ZZ 3 z a x U W W xW LU Q U- C J LL J J Q J j cyW 0Cd O b O. P BILMUR IIIIIAI INTERIOR 7 ir WA IA HORIZONTAL CROSS SECTION 4.11 1.49' T E2 42 TOP RAIL LATCH STILE 1.49f" - 317' T G >= 0.67) NMI .WWwm A 42 46 EXTERIOR INTEI 4 HINGE STILE BOTTOM RAIL INTERIOR 29 SEE NOTE 1 18 1 HORIZONTAL CROSS SECTION 3 5' GLASS BITE EXTERIOR INTERIOR G I GLAZING DETAIL 5 insulated glass w/ smc lite frame SG >= 0.42) e frame screws) is 1/2" MIN. GLASS THK. 1/s" TEMPERED GLASS AIR SPACE 1/s" TEMPERED GLASS 5'GLASS BITE EXTERIOR 2526 INTERIOR C2. v G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. 1 /s" TEMPERED GLASS AIR SPACE 1/9, TEMPERED GLASS EXTERIOR INTI 18 29 SEE NOTE 1 ID 14 50 11 INTERIOR d 030 INTERIOR IS 21 6 4 I 0 3 EXTERIOR Nil 2 d 4 jj EXTERIOR 20 4 5 4 4 0.15" 4 C'SINK 17 TYP.) 4 IZONTAL CROSS SECTION LE-111= 6 HORIZONTAL CROSS SECTION Mng shown - inswing 5 4 3 3 4 5 4 Shown w/1 X sub -buck approved 6 6 6 5 5 5 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". Is, 0.1 s' RNK C'SINK P.) IYP.) 8 3 7 r INTERIOR 00 EXTERIOR (in 20 14 11 i / l M t SEE NOTE 1 M ) (50 12 SEE NOTI 0.151 i(TERIOR - , ftliip JTERIOR n 3762 , v v v v L 63 19 z a INTERIOR U 60 61 SS SECTION inswing INTERIOR 8 7 31 63 E e o o o o e e EXTERIOR 4" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "WHE'Vater infiltration requirements iCL INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/ 1 X sub -buck n 61) EXTERIOR INTERIOR M 2 Z C5 SEE NOTE 1 EXTERIOR ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR Jinz oV zC: aa: G r m W EXTERIOR lSEENOTE1 M CL N V' o d a a Q. a .. w d INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration I--, — T11111111A SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thrn sill at 4" in from e. INTERIOR EXTERIOR 50 SEE NOTE I tlDDW!:M;F-U- 25 E e s e MASONRY ag OPENING FRAME it 0 2X BUCK ANCHORING STRIKE JAMB ers may be adjusted to maintain the min. C28 4AX ON CENTER" must be adjusted to rtarjoints, additional concrete anchors N CENTER" dimension are not exceeded. C ... .-MIN."CLEARANCE -.MIN.-. UEARAN TO'M ASONRY..*'::----'TO:ADJACENT.,-"-""', V.' 211 W1 C27 1 " 4" IIt'I UIISEEDETAILII I I I I I I TYP. HEAD & JAMBS TYP. F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTWIN L INSWING OUTSWING L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) cli 1 1i to C4F N HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 uimr. F n SONI ENINi FRAM XI FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. AX. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN.:C:LEARANGE:: 'MfN:C[tARANCE 70 MASONRY::;::,' "''TO.ADJA'CEMT '; HINGE JAMB INSWING M )OUTSWING Zr I I vINSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DRAIL Attac strike ; as sh. rVvvv 44 I 1I-t 1191Lr%%,L;•1 Jrr%%- % 01CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC 1CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 1 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 E 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 /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 3/1 C X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 66 3/1 V' X 2-3/N' PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL N N O I 2.59" — tn 2.17' U16 OUTSWING SIDELITE Spacer C2 I i 4.63' — 31 BUMP FACE THRESHOIi 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo, FL 33593 Phone 813.6S9.9197 Florida Board of Professional Engineers Cenifteale orAulhoriaation No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 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 Anchoring RW Building Consultants, Inc. (CA #9813) `ecatagtocsniepa Lyndon F. Schmidt, P.E. SCii,. 4. Quality Assurance oo F• gz Certificate of Participation issued by National Accreditation and ` ; •, '•., Pie Management Institute, certifying that Therma Tru Corporation is mo a?409 e manufacturing products within a quality assurance program that complies; >t ;• with ISO/IEC 17020 and Guide 53. d STA r- OF [ Lyndon F. Schmidt, P.E. rj • 5 Fl. PE No. 43409 iT••• 0; •r. b 10/16/2017 Sheet 1 of 1 i s •'•......••r.; 0;`6S GO N `0 Q 06 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ 74.S' MAX. OVERALL FRAME WIDTH ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istol sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in le locations protected by on overhang or canopy such that the angle iverhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is EXTERIOR 1111111, 17 42 A INTERIOR (46 1 HORIZONTAL CROSS SECTION 2 EXTERIOR 4.11" r 1 i 2 42 TOP RAIL eATCH STILE 1.49" f 30' Ot AK (SG >= 0.671 T 3 INTERIOR EXTERIOR tWlWI 3 3 INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet I for "HVHT' Water infiltration requirements INTERIOR EXTERIOR i d ° s EXTERIOR INTERIOR I R_S MASONRY OPENING 2X BU< comers may be adjusted to maintain the min. BUCK ANCHORING I os "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 1AX. ON CENTER" dimension are not exceeded. MIN::CLEARANC...:. CLEARANC:.. TO MASONRY:::::.,; ..:.T.O..ADJACENT:;;, DMENT'::::::.'::::; ::: ...............:::.:: • :::.....:.:. .. ......... EDGE`::': •::.::::: ••.:ANCHOR::'.::: 2" 4° I I I o SEE DETAIL IEAO MBS ASTRAGAL SHOWN FOR REFERENCE ONLY o: i F rAll TYP. — 171 I SILL N. FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF L tv 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. MIN:;CLEARANCE;` :MIN:::CfEARANCE. TO:;MASONRY::, 1/4° I 2- ( r U MASONRY TYP, HEAD OPENING IAMBS FRAME 2X BUCK SEE DETAIL - 117, r 4-01aI Attach astragal/surface bolt strike plotes to frame as shown (Outswing) 63 M6s66I I I zo SEE DETAIL ASTRAGAL SHOWN FOR — REFERENCE 11 a ONLY _ i !L F TYP SILL — I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 i1 3J tn zi HINGE JAMB II i I SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR _ REFERENCE a ONLY v o F TYPl 471 I SILL FRAME ANCHORING sonny t X buck construction for DP <= 48 PSF L it I 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 ore not exceeded. MIN:::GLEARANCE :MIN;:CLEARANGE: NIN:: ..;:.....,........:..:.......:. .::.:... ..... :..........::: b•M -' _ . ..TOMASONRY:::;:: EDGE.;'::::.;::.:::.:.:.:::..ANCHOR 1/4„ • 1 Z„ 1 4° 7MASONRY TYP. HEAD OPENING JAMBS FRAME I BUCK, G 2 67 I 63 I DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) i3 (65q 0 SEE DETAIL I I 7 SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE —IIIONLY F TYP. SILL — i t FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6APSF DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 21 N 3J to Wi r J HINGE JAMB 95.25' 8" 18.39' 20.63' 18.5' 14.38" 13) TYP. TYP. 3.25' SEE NOTE 1 3 0.06" C4 0.13. I ASTRAGAL DETAIL TYP. 13 3.25' 7' 0.75' TWPnW AT THE MP ANn rrvvv 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 2 ALUM. FATHER -STRIP FOAM iEATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL VURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ROFILE 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 kLE END X 1-3/4'L. STEEL STEEL SsJambHEAD & SIDE 2.20" 4.63° 0 31 BUMP FACE THRESHOLD LOW PROfILE 5.75' l SELF ADJUSTING SADDLE THREHOLO33 T- 4.56!'- 2.36' to c4 0 T R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 3359S Phone 813.650.9197 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 Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by ah overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 5036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) tnaa:s 9 Lyndon F. Schmidt, P.E. cz -, Brc 3. Calculations Prepared by `,%*.' . c; ; ; /(firo. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) eo0 '.•,\ c f`' S , .. to yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' osNo4:3409 4. Quality Assurance * ; Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products '0 v Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISOBEC 17020 and '. S i I C OF , to tJ FL PE No. 43409 Guide 53. . .c r c ; '• o 10/16/2017 Sheet 1 of 1 1 S ; R, t &/ 0' Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. ivv9%v 3sic-Craft SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING WON-IMPACTIr 02z 3 id is in compliance with the 6th Edition (2017) Florida Building Code Z o ing the High Velocity Hurricane Zone (HVHZ). i id spaced as shown on details. Anchor embedment to base material i Uj Xo. lu cz W J is required to be protected with on impact resistant covering that J U_ J iC. w WW 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 some as that shown for 2x buck b a o• a 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. TABLE OF CONTENTS I aeneral notes 105.5' MAX. OVERALL FRAME WIDTH i LI LI ICI LI ICI ICI II III I tAltKlUK INTERIOR 17 W l HORIZONTAL CROSS SECTION 112 E2 42 TOP RAIL 1.49" M' T 0.67) OWNmmgac_) 1 !01011 !111 !111!, 1 FLATCH SnIE 42 46 EXTERIOR INTEF d N miurumiF AnTrnm RAII 5' GLASS BITE 3EXTERIOR/() INTERIOR 2 , 4 5 iG >= 0.42) I z frame screws) is A- I C" -446, SEE NOTE I 2 25 24 29 GLAZING DETAIL 5 insulated fro glass W/ smc lite me 5' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 r25 v SGLAZING DETAIL 5 insulated glass W/ pvc lite frame 1/2" MIN. GLASS THK. or"— 1 /91 TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR SEE NOTE I 14 CSINK TYP.) INTERIOR EXTERIOR RIZONTAL CROSS SECTION wing shown - inswing approved 5 4 3 6 6 6 nb ad ficol 31 ", INTERIOR ICI ICI ICI I I I I EXTERIOR A/) INTERIOR 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/, X sub -buck 0.16, CSINK — I TYP.) 8 EXTERIOR 40 20 INTERIOR 10 C14 V V u vc INTERIOR 4_" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOR Shown w/1 X sub -buck EXTERIOR n M oU SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing ilso approved EXTERIOR Za L W EXTERIOR SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from eac INTERIOR EXTERIOR NUME/m, FA 0199 "MI E 7.7Y.: e e ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING. comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX ON CENTER" dimension are not exceeded. 7 f.I.... EARANCE To.-.M ASONRY-'.'.,.,:' JO'-ADJAC-ENT--.-.' 2" 4" 4" MASONR OPENING FRAME -/ 2X BUCK ASTRAGAL STRIKE JAMS DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) I I T-1 SEE DETAIL II I L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE TYP. ONLY F TYP. SILL SEE DETAIL I 72" ILL! 1111)I 1 11 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach astragal/surface bait strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL M Iq LO4N HINGE JAMB 12 10 HINGE DI SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL HINGE JAMB. FRAME ANCHORING Masonry I X buck construction 5 may be adjusted to maintain the min. X. ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. MIN ..."...''..CLEARANCE...... ...........'.--.l.....K... ,-C C..E.. A..R..A.. N...C...E.., TOMA-SONRY."""'TO,.ADJACET""N:I .. ..... ..H...... LATCH & DEADBOLTi HINGE DETAIL G ) (67 63 95.25' 1.88" 18.38" 20.63' 18.5' 14.M' 13) TY P. TYP. 3.25' SEE NOTE 1 II o.06, C4 4 -- 0.13, ASTRAGAL DETAIL TYP. 13 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 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL ZRETE 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 1.16' 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 I 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 3/1 N' X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/1 N' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/1 N' X 3-3/4" PFH ITW CONCRETE SCREW STEEL N E fn CCi 16 OUTSWING SIDELITESpacer 2.14" 1.69' -- 3 T BUMP FACE THRESHOLD LOW Pi 2.15' 1/2/2b18 Florida Building Code Online Business &Professional Regulation SCIS Home 1 Log In I User Registration I Hot Topics I Submit Surcharge Slats & Facts ' Publications 1 FBC Staff 1 BCIS Site Map - Links i Sear y , 0 Product Approval6USER: Public User Jc] Product Aporoval Menu > Product or Application Search > Apolication List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 j Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/Am".floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online . Date Approved 10/10/2017 Summanf of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 It 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE S10807D.odf at b e n it a 15332.2; SE_RIE_S_ 420 A_LUM_INUM_ SGD; SERIES 420 ALUMINUM SGD_ O_X, X_O, XX 96"x80" NOW REINFORCED' Limits of Use _ Approved for use in HVHZ: No Approved for use outside HVHZ-:-Yes, Impact Resistant: No. - Design Pressure: N/A1____- _ _ _ _ _ Other: REF_ER_TO APPROVAL_ DOCUMENT FOR DESIGN PRESSURE RATINGS' _ Installation Instructions FL15332 R4 II 08-00498E.odf iVerified By: Luis Roberto Lomas 62514' Created by Independent__ Third Party: Yes) Evaluation Reports, _ _ FL15332 R4 AE 510805D.pdfi _ -- - - Created by_Independent-Third Party: Yes; REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 ti 08-02248C.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 S12968C.odf 1533244 SERIES 420 ALUMINUM SGO REINFORCED; iERIES 420 ALUMINUM SGO REINFORCED OX, XO, XX 96"x96'j is Limits of Use; Installation Instrs. uctionApproved for use in HVHZ No FL15332 R4 II 08-02249C.pdf' Approved for use outside HVHZ: Yes; Verified By: Luis Roberto Lomas 62514,_1 Impact Resistant: No ' Created by Independent Third Party: Yes, Design Pressure: N/A _ _ _ _ _ Evaluation Reports'— _- Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE' FLiS332 R4 AE S12969C.odf RATINGS; Created by Independent Third Party: Yes, REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 It 08-022SOC.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 S12970C.odf 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 FLIS332 R4 iI 08-00499E.ndf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10806D.pdf RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLiS332 R4 Ii 08-00501E.pdf 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 oft Oft FL15332 R4 AE 510808D.odOft rthA&MAM.- 15332. 8: SERIES 430/440 ALUMINUM SGD; SERIES 430/440 ALUMINUM SGD XXX 143"x80" NONE REINFORCED Limits of Use, Installation Instructions d d 0 d Id https:// www. 1/5/2018 Approved for;use'in HVHZ: No FL15332 R4 II 08-00502E.odf Approved;for 7U§Ndutside!HVHZ: Yes Verif4By:.Luis Roberto:.Lomas 625 14j• Itrpact'ttes+stant•Wof' Createtl;by'IndtSpend"ent+Third`Party:Y.es Desigri•P,ressu0e:1N/;,A Evaluation Reports Other: REFER TO.AP'PROVAL DOCUMENT FOR,I)ESIGN PRESSURE FL15332 R4 AE S10809D.pdf GRATINGS Created'6y ' Independent ,Third' Party:2Yes- 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 FLIS332 R4 II 08-OOS03E.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 FL1S332 R4 AE S10810D.odf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: a®IME Credit Card Safe hops://floridabuilding.org/pr/pr app dtl.aspxlparam--vGE:VXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM. 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL ISGA. 33KSI OR ALUMINUM 6063-T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX. XIP, PIX. I TABLE OF CONTENTS 1 SHEET NO.1 DESCRIPTION 1 I NOTES 2 - 3 1 ELEVATIONS 4 - 10 1 INSTALLATION DETAILS I Kv I 0cScRrT*a I DATE I N1a104a I A I ADDED CHARTS 1 03/05/12 I R.L. 1 B REVISED PER NEW TESTING 1 10/29/13 R.L. C ADDED FLANGE AND FIN INSTAuATIONS 1 12/06/13 R.L. D REVISED 1NSTAUATHON DETAILS D7/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WEST PAK170ET STREET 0%J111111//'/ J`S EfY9GRATZ. 2 *A 61* = SERIES 420 SGD 96' X 80" NON -REINFORCED 1*3A ¢=NOTES pAT Of c OR10P• DKOK REV 08-OOEt498 E ss/OjNA 1 /, G``` Luis R. Lomas P.E. FL No.: 62514 SCAL NTS °" 02/23/09 OF 10 L ROBERTO LOSKI PA 147:M000F0AOR0LFWHSVW.NC27CL2 4JU404M Aonusew6mmppow FI HI 6' MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' r 1 D.C. MAX I 6' MAX 17' MAX D.C. O X ato- 1- w AME/ ICHT 6' MAX SERIES 420 SGD EXTERIOR VIEW OESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECNARTS at AND 92 FOR OTNER UNITS RATINGS NOTES: 1. MAXIMUM PANEL S2E., 48 I T x 79- 2. MAXIMUM D.L.O.: 44 &rz 74 W HANDLE SET (PART 929-04.145) LOCATED 38 314. ON CEI EM ROLLERS (PART 4WI7•195) AT EACH ENO OF PANEL 6" MAX ADDEO CHARTS REVISED PER NEW TESTING ADDEO FIANCE AND AN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART al WNERE WATER INFILTAAT/ON RESISTANCE LS REWIRED. SEE NOTE 9 SHEET 1 Design pressuro Chart (pso Foeele SbO[a Panel Ord Total Ftwm width n) ADM 30.0 36.0 1 420 1 48.0 m) 60 00 72.00 00 9a00 Pon Nog Pos Nap Pas Nog Pas Nog 80.0 40.0 56.7 40.0 462 1 40.0 1 43.4 1 40.0 1,40.0 CHARrs2 WNERE WATER INFILIRA TLOAI RESISTANCE IS NOT REWUIREO. SEE NOTE 9 SHEET r Design pressure Chan (psQ Fmfno 5 0-, F9W Ono Total ftft* Wdth (Inj - Haight 30.01 340 410 4a0 n) 60LOO I 72.00 ad.00 9a00 Pas I Nog I Pos I Nog I Pos I Nog I Poa I Nog 90. 0 55.1 1 55.1 1 482 1 48.2 1 43.4 1 43.4 1 40.0 1 40.0 CHART a3 Number of anchor locations ro0ulrod Fram Skvb Amat and Total Frame Width (n) Ha% rst 30L0 Sao 1 420 4a0 in) 60. 0 710 84 0 9a0 HIS JamO N6S Jamb HaS Jamp N6S JImO 0. 0 4 5 5 5 6 5 8 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80` NON -REINFORCED ELEVATION F. A. 08-00498 su4c NTS "Tr 02/23/09 —2 OF 10 L. ROaEAI'OLO11 P.E. 14MWOODFORDADLEWISV4LE. NC27aTJ 43d4w4m AbragemmANWAgm DATE Arve rm , 03/ OS/12 R.L. 10/ 29/13 R.L. 12/ 06/13 R.L. 07/ 30/15 R.L. 06/ 20/17 R.L. SIGNED: 0&20/2017 1V1 f (IL O'',' C, E N'QcL` 9`P'iZ pOA TTAAAT((rE OF e4tS=. GR10; NAl1E Luis R. Lorrlos P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REQUIRED 17' O`r 17• MAX O.C. 80' T_ ww FRAME HEIGHT 6' MAX 6' MAX CHART N Numoar O/ antl14V IOC4fI4Ma npWlsd Fro SxlsOs Paid am TOW LW WIIIn (n) 30.0 a" 42 o sao n) eao ITso u o We N43 I jamb I HAS I JaalO I MAS I Amo I "At I Jams f0.04 1 5 1 S 1 5 1 -6--F S 1 8 I S SERIES 420 SGD EXTERIOR WEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART B4 FOR NUMBER OF 140.OPSF NONE LOCATIONS REQUIRED SEE CHARTS It AND 02 SHEET 2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 I/P x 7r I MAXIMUM D.LO.: 44 5$x 74 SNH' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 499-04.14S) LOCATED 36 314.ONCE; AeTALLIC TANDEM ROLLERS (PART SI&17.195) AT EACH ENO OF PANEL REV00a otscapnow G1E' NMglov(o ADDED CNAM 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND AN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80` NON —REINFORCED FIN ELEVATION orwx oaC wo. F.A. 08-00498 W41 NTS o"" 02/23/09 —3 OF 10 L AOMMFO LOMAS P.E. 14]2 MOOD"D AD LEWISVX&E. Nc 270" 421-608.O 9 As.1116N..111.mm - SIGNED: 06/20/ W 5 ft.. 11LO pA61TOF IGRtO fr/OIYA ltEa`\\` Luis R. Lomas P.F,. FL No.: 62514 1/2• MIN. I EDGE DISTANCE 1 W000 FRAMING 1 3/8• MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 II II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES. I. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. L PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED / N ACCORDANCE WITH ASTM E2112 1 3/8• MIN. EMBEDMENT T -- 1/ 2• MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW MIN. RENT MIN. STANCE WOOD FRAMING OR 2X BUCK BY OTHERS RM40N5 DESCRPMN DATE GYM ADDEO CHARTS 03/OS/t2 R.L REVISED PER NEW TESTING 10/29/1] R.L ADDED FLANGE AND FIN INSTALLATIONS t2/08/t3 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION OETAILS 06/20/17 R.L. ' 1/ 4 MAX. F SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 0`%1111I///A1i 650 WEST MARKET STREET GRATZ. PA 17030 S R' Ldwx/ice v .GENS9s r 5 SERIES 420SGO96' X 80' NON -REINFORCED a FRAME INSTALLATIONDETAILSoZ,p • tO4f tei F'':1ORM Iz A/, 70NA11E G\ Luis R. Lomas P.E. a F.A. 08RaE seat NTS °` 02/ 23/09 48 OF 10 L ROBERTO LO AS P.E 14T2 rv0o0FORO AD LEY"SwLLE NC 2707J AN4118•06A 08 Awax om FL NO.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4 . MAX. 8 a r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ALL TO BE SET IN I BED OF IPPROVEO SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTE$: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALMIT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITHASTM E2112 T 1/2' Mil EDGE DISTA I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS oaaEPIION CAM A/Y110Vm ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADOEO AANCE AND nN INSTALLATIONS 12/06/13 R L REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION OETALS 08/20/17 A.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 6SO WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCO 96' X 80" NON -REINFORCED FRAME INSTALLATION DETAILS WAMl: owe R& F.A.08-00498 Nis 02/23/09 —5 OF 10 L. ROURrO LOMAS P.E. 14V H000FOR0 RD LEWISVRLE. NC 2?0:7 SIGNED: O6/20/2017 1,11 NIO'9sF .ss s T of C NA 11 G` Luis R. Lomas P.E. FL No.; 62514 1 1/2' MIN 1' MIN. FF.. AcvtscmS AEv OTscr&mwm oA1E N+PAOM SEPARATION EDGE DISTANCE 1 A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTWG 10/29/13 R.L. JA n ' : • C ADDED FLANGE AND nN INS Au ATIONS 12/06/13 R.L. 1 1/4- MIN. i. •• a:. EMBEDMENT 0 RFASED INSTAUAbON DETAILS 07/30/15 R.L. CONCRETE/ 1 1/4' MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/t7 R.L. MASONRY BY 0h1 1 4 MAX. SHIM SPACE OPTIONAL IX T— 1 . ,/4' MAX. TO 8E 1- o I SHIM SPACE PROPERLY SECURED MIN. E I INTERIOR SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCON t I MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL tx BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEtASONRYWSTALLATtON BY OTHERS SECURED01SEENOTE3SHEET 1 a. 1 1/4' MIN. NOTES: EMBEDMENT 1. INTERIOR AND EXTERIOR FIMSHM BYOTNERS• a : NOT SHOWN FOR CLARITY. e' .. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: OB/ W017 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 71111IrI/IR. L 0 Ao, VERTICAL CROSS SECTION 650 WEST MARKET STREET CRATZ. PA 17030 tll E H 9 ' S CONCRETE#msaNRYrNSTALLAi0N- SERIES 420 SGO 0,,,,66226 * = 96' X SO- NON-REINFORCEO f4 FRAME INSTALLATION DETAILS TATE Of e 08-00498 EO0R% L NTS — 02/23/09 —6 Of 10F IIIIIH110 LROBERTOLMKSP.E 14M WOODFORD AD LEWSME• NG?7C7 Luis R. Lomes P.E. audesasos r.orrn fL NO.: 62$14 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE I10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR iE SET IN APPROVED SEALANT 10 WOOD SCREW 10 FRAMING t 2X BUCK BY OTHERS MIN. AENT MIN. cw vIWN- VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., I. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEDW 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 1 /4' MAX. SHIM SPACE Retisams e[SCRmtgN OAtE APPROVED ADOEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTINC 10/29/13 R.L ADOEO FLANCE AND AN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET G ATZ30 S *• 0 596" * = SERIES420SGOLA X 80" NON —REINFORCED TIONTAIL' FLANGEINSTALLATIONDETAILSo E TATOf 1 • AL1E Luis R. Lomas P.E. FL NO62514 LRArle 08- 00 498 E scut alE NTS 02/23/09 7 Of 10 LROAERTOLCNASP.E. 14= VJ009WORD RC LEWISWUE. NC 2,'%= AU4304M nUmnrarmnumu. aom 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO SE SET IN 1 BEO OF k,PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE OISTANC T g10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ILLN beseRp11pN Wtf I oppa6 A AOOEO CHARTS 03/05/12 R.L B Kvi= PER NEW TESTING 10/29/13 R.L. 0 ADOEO FLANGE ANO FIN INSTAUAT10NS 12/06/13 RL 0 REVISED INSTALLATION OETNLS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS F.A.08-00498 NTS 02/23/09 —8 OF 10 L ROBERTO LANAS P.E. Ip2 WOODFORD RD LEWISVILE, NC.V= u ersafa9 .aratrn SIGNED: 0&20/2017' J\ S 11II I ILIo, '',' CENSE'9'P AA.T4ATf9p0KF-, 1' 4r 0R10,f VolS1ONA11E` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. a EMBEDMENT 1/4' MAX. r SHIM SPACE 3/16' TAPCON EXTERIOR 11-11 LLJJ INTERIOR 1 1/4- MIN. EMBEDMENT MIN. •' EDGE DISTANCE 3' MIN SEPARATION ; a DESCIU ON WE PPROOM AD= CNARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 ILL ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OEWLS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L 1/4' MAX. FSHtM SPACE- 1 INTERIOR 3/16' TAPOON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL I OPTIONAL I BUCK CONCREr&MASONRYWSTALLATION 4• a. 1 1/4' MIN. a•' , EMBEDMENT a' 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRE7'EAAASONRY 1NSTALLATXkV TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISNES. BV OTHERS. NOT SWWW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17H ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS auwle oee In. F.A. 08-00498 s Lc NTS I WE 02/23/09 —9 OF 10 L AOWATO LOMAS P.E. 1.122 101,000FORD RO LEvWSVlLLE• NC 27an AU48 -06a9 Rams &&nag room SIGNED: 0&20/2017 CENSF9s' p.44A6EO7;", F' OR10T; • : 1 s1ONA 1%\\v\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING 1/4 MAX BY OTHERS I SHIM SPACE g8 WOOD — TSCREW INTERIOR 1N. MIN, -- - EMBEDMENT APPROVED SEALANT BEHIND FIN Li EXTERIOR 7/16' MIN EDGE OISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWOOR2X&XKlN6TALLATON METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. EMBEDMENT WOOD FRAMING SCCREWREW / e ErrOTHERS INTERIOR 1/4' MAX NOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR ALV ocscFwn m M1t APPROVED A ADDED CHARTS 03/05/12 R.L. 6 WASEO PER NEW TESTING 10/29/13 R.L. C ADDED n ANCE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E RENSEO wSTALLAT10N DETAILS 06/20/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS 1/2' MIN. EDGE DISTANCE HOOK STRIP SHIM SPACE ' #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTAL ATiON SEE SHEETS 4•9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOr SHOWN FOR CLAAITY. 2. PERIMETER AND 101ARSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W7714 ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. 1 EDGE DISTANCE 1 3/8' MIN. INTERIOR • EMBEDMENT NOOK STRIP S110CREW000 PANEL EXTERIOR INTER — HOOK STRIP INSTALLATION 2X BUCK4VOOD FRAMING 1 1/4' MIN, EMBEDMENT 7 I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/ 16' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGO 96" X 80' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS oRAr1e ore Mo. F.A. 08-00498 seat NTS I oA'E 02/23/09 —10 OF 10 L A09ERFOLOMASPE. fAM W000FOR0 AD LEVOSVI LE. NO .27029 414468409 AbMu*&kMrOep.irm SIGNED: 0&20/2017 R1 11L/O9 GENSF 'S. TAT SEOF ;, E`•ORIOT;- G ONA1(1E Luis R. Lomas Pl, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HERON. WIND LOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN 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 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO t OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" 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 Ce0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX. XIP, PIX TABLE OF CONTENTS DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 — 10 INSTALLATIO ALA arc avor'm ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 0\%%IIltjjj/ 650 GRATZ.PAK REIvOAa9 i7030REET5 0 6 *= SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96, NOTES 14 pT!-= Of .wO, I' SS G` 4/ONA 111\ LYI3 R. LOTOS P.E. V•L- 08-02249 seat NTS 9A E 10/30/13 sH¢r t OF 10 ILROBERTOLOUA,SP•E. 1432 WOODADW RO LEWISYM ,RC2707J 4-44W- W a*m&s M&azgwc" FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMBER OF LOCATIONS REOUIREO 6' MAX 17' MAX O.C. 6' MAX 6' MAX 17MAX O. C. 96' 1 - MAX FRAME HEIGHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE PA7WG IMPACT RATING 135. OPSF NONE SEE CXARTS Of AND 02 FOR OTNER UNITS RATINGS NOTES: 1. • MAXIMUM PANEL SIZE: 48 fir x or 2. MAXIMUM D.L.O.: 44 S'd• x 90 Sa• FLAT MOUNTED HANDLE SET (99.04.145) AT 38 314• ON CENTER FROM PANEL SOTMM METALUC TANDEM ROLLERS (Wl7.195) AT EACH ENO OF PANEL BOTTOM RAILS UMINUM606J• T6 PEW FORCEAENT (866) AT ALL PANEL INTERLOCKS CHART el WHERE WATER INFILTRATKMI RESISTANCE IS REQUIRED. CFC MATC a CYCCT . Design pressulo ehOr7(pso fr0lre Srgb Parol WW Total Rome VA= (h) Mao 0.01 36.0 420 Y46.0 ink) 60. 00 7200 st.00 asoo Pes Np Pot 1 Map Pox Me Pas Nap 64. 0 40.0 se.a 40.0 50.9 a0.0 a5.742a 680 40.0 55.2 t0.0 a8A a0.0 aJ,O 04 J9.a 920 a0A 524 40.0 a5A a0.0 a0.6 J7.1 7.1 96e 40.0 49.8 40.0 4].1 J6.4 a 35.0 S.0 CHARTt2 WHERE WATER INFLLTRATiON RESISTANCE IS NOT REOWRED. SEE NOTE 9 SHEET I Design Pf*Mfe Chart (ps8 Frorte S ft& Panel 2W Tole• Rmro Wow (h1 20. 0 QO 420 48.0 1 60. 00 7200 K00 D6.00 Pos Ahlp Pos Nap Pes At" Pos Not a 58A 511.4 50.9 50.9 a 7 45.7 42.0 420 8QO SS2 552 46A a0.0 43. 44..0 9A 39A a20 524 Ste a5.a aSA ao,0 40.6 S. 37,1 pie 49.8 49.8 43.1 aJ.t 6.4 J8.4 35.0 210 CNART t4 Number e1 anther 10" UGnsieeuI Vd Proms S ftw Pand am Tool Fraep widia (1n) EOM JCO no 42.0 48.0 MI) 60. 0 72.0 OCO 96.0 H65 I Jame I Xis J&mO XtS Jamb XiS Jamb a 4 6 5 6 6 6 8 6 66. 0 4 8 ST 8 6 8 6 6 a20 4 615 6 a 8 6 6 a8. 0 4 8 S 6 6 6 6161 1eWSo1a otse vraw oATc I arPMOM ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION OETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0&21/2017 MI. WINDOWS AND DOORS LLC L1L11(rlll/ 650 WEST MARKET STREET GRATZ. PA 17030 F:'. C p•,ai, GEM` p 9s ii SERIES420SGOREINFORCEDWITHOUTADAPTER26" X 96' ELEVATION CUM v. L ore ro, 08- 02249 atv C 1 per,. i F 0Itmt-• : v M/ONAI EaC\ stoatNTSo"t 10/30/13 SH-2 OF 10 41411111%0 LAOBERTOLOMASP. E. 1432 WOOOFORO AD LEWISVXLE, NC 27027 Luis R. Lomas P.E. 4N4& s•Oco9 aalmttsa osm FL No.: 62514 e L FF HE FLAT 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REOUIREO 17' MAX6MAX — r—r O.C. 6' MAX 6' MAX 17 MAX O.C. AX u4E CHIT Kv I ocserovroN OAK I4vA11ato A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/16 R.L. C REVISED INSTALLATION DETAILS 06/21/17 RL NOTES: 1. MAXIMUM PANEL SIZE: 48 )&' a 95' 2. MAXIMUM O.LO.: 44 SW a 90 W CHART 84 Number o/anchor locadansr4aulrod Fr ro SInW0 Panel one Tatnl Lk1LL WW1h (in) s 20.0 3IL0 1 42.0 4IL0 60.0 720 1 NA A HtS Jamb HAS Jambi H8S I Jamb HtS Jamb 84.0 4 6 5 8 8 6 6 6 SILO 4 6 S 6 6 8 8 6' 920 4 1 8 S 6 6 6 6 6 88A 4 6 S 8 8 8 6 6 I SERIES 42O SGD REINFORCED WITHOUT ADAPTER AT) SILLCNORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS OESIGN PRESSURE RATING IMPACT RA7ING REOUIREO t35.0PSF NONE MI WINDOWS AND DOORS LLC SEE CHARTS 81AND $2SHEET 2FOR OTHER UN?SRATWGS 6SO WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 26' X 96' FIN ELEVATION aa Inl: owe No. a ARF SCNEDYLE v. L. 08-02249 1451AT383A1.ONCENTER FROM PANEL, BOTTOM seaE NTS 0"vc 10/30/13 JSKM3 OF 10 19S)ATEACH ENO OFPANEL BOTTOMRAILS LROSERTOLCM SP.E. 14n WOODFORD RD LEWSVU& NC 270: J' B66) AT ALL PANEL INTERLOCKS 43o6884MftmasOkwaspecwnSIGNED: OW 112017 J\`, R I` 10 1f G,, Ebf rNS4c' 9` t'' pTAT 6E OF C S` 4/ S/ONAi1aN Luts R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 WOOD FRAMING 1 3/8• MIN, OR 2X BUCK EMBE MENT BY OTHERS 1/4• MAX. SHIM 010 WOOD SPACE SCREW p10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHER$ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTA/ E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 11N, GVVL rANCE RLVrJA" Rev cw I -TN I Moawm A ADOEO FLANGE ANO nN INSUUATION 12/10/13 ILL B REVISED UMALLATON DETAILS 08/03/15 R.L. C RIDASM INSTALLATION OETALLS 06/21/17 R.L. 1 3/8• MIN. 1/4• MAX. EMBEOME; I— SHIM SPACE 1/2• MIN. EDGE DISTANCE 110 wOOo :; SCREW EXTE w000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FAWN10 OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS aurae are Y•4 08-02249 sit NTS 10AVE 10/30/13 Si01T4 OF 10 L R48ER O LOMA,4 P.E. I422 w000FOR0 RD LEMSVRLE. NC 27020 INTERIOR SIGNED: 0&21/2017 111I1 a Iu,, R. L p'b iv . pEIV p•:9s i 0.6! E 51••* A OF Oi .a• . ORIO' iY s ONA1ti N` Luis R. Lomas P.E. FL No.: 62514 1 /2' MIN. EDGE DISTANCE rMETAL 1/4' MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 1 1' 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 010 SMS OR SELF ORILLINC SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EOCE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FWISNES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT AY OTHERS 708E DESIGNED IN ACCORDANCE WITH ASTM E2112 r 1 /2' MI EDGE OISD 1._ e10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS W, avmola OCSCfePI10w OAIt MPMN[9 ADDED FLANGE AND FIN ULSTALLATION 12/10/13 R.L. REUSED INSTALLATION'OETAILS 09/03/15 R.L REVISED INSULlATION DETAILS 06/21/17 1 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' FRAME INSTALLATION DETAILS LMIAIrtC OYIG V.L 08-02249 stxt NTS — 10/30/13 ISOWS OF 10 L AOSERTO LOMAS P.E. 14M WOODF40RD RD LEWISVILLE. NC 27M slaeeocae9 Aanu.,®aan,m..mn SIGNED: 0612112017 D' 9 M-T 6Of ; js/ ONA `1 Luis R. Lomas P.E. FL No.: 6251 A 1 1/2" MIN 1' MIN• SEPARATION EDGE DISTANCE wLV af3CAWTION DATE MGAovED A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R L. B REWAO INSTALLATION DETAILS 08/03/13 R.L. C RENSED INSTALLATION DETAILS 05/21/17 R.L. 1 1/4' MIN. a; • EMBEDMENT 1 1/4' MIN. CONCRETE/ I EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK 1/4- MAX rSHIM SPACETOBEMIN. I INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 3/16- TAPCON MIN SEPARATION I a EXTERIOR /NTER10R SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCO EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCKNCONCRETEwASONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 a f NOTES: a, 1 1/4' MIN. 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, e • y EMBEDMENT NOT SHOWN FOR CLARITY e 2. PERIMETER AND JOINT SEALANT BY TORE a - Q DESrGNED 1NACCORDANCE STA1 E?1 IRS SIGNED: OW 112017 MI WINDOWS AND DOORS LLC 2/B' MIN t' MIN. 650 ElY 0' f . SEPARATION EDGE DISTANCE GREATZST •MPAK03ET 0REEf J 5 ' VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER Z * 0 126JO1tfCONCRETEAtASONRYrNSTALLATONX94,*` FRAME INSTALLATION DETAI oTA z afar,.: owe No. RN O• ii RtO* G?\ OS-022a9CV-A" i i/&/ . 11 1\`` I/ t NTS "An10/30/13 SN0LT6 OF 10 L.ROSERTOLOM" P.E. IA2WOODFORDRDLEwdvRLENC2:pm LU14 R. Lomas P.E. U4404 09 r.am FL NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 /4' MAX, SHIM SPACE B10 WOOD SCREWS EXTERIOR Ljj W f INTERIOR rO 8E SET IN OF VED SEALANT 110 WOOD SCREW WOOD FRAMINC OR 2X SUCH BY OTHERS MIN. VENT Guvc uJ H yG VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES• BY OTHERS MOT SHOWN FOR CLAR v. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM E2112 aKaors RLv OESClillpf N I MTE AMVp M A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. c REVISED INSTALLATION DETAILS 106/21/17 A.L. 1 3/8' MIN. 1/4' MAX, EMBEDMENT SHIM SPACE 1/ 2. MIN. INTERIOR EDGE DISTANCE r-ce10 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 GRATZ. MPAKE7030REET IIIIt111I1/ j J 5 RENO:•y. SF % SERIES 420 SGD REINFORCED WITHOUT ADAPTER s Mr• 0 51 96" X TIO FLANGEINSTALLATIONDETAILS eoa*= o /k E p • TAT Of ty olewle vL ONG No. IiL11 O . ct`'•. 4ORIO:• vz 08-02249 G seat NTS 0A'c 10/30/13 ff7 Of 10 r MALI LAOAERIFOLOWASP. E 14V W000FORD RD LEwISVILL4 NC 270M LUIe R. Lomas P.E. 4U- 688-dw Aamism4brnn prmn FL No.: 62514 1/2- MIN. EDGE rDISTANCE METAL STRUCTURE BY OTHERS 10 SUS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4- MAX. SHIM SPACE ICI I 1 SELF DRILLING 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSrAL LATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTU E2112 INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2- MIN. EDGE OISTAN< 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Acvdwws OElatVIICH "If APPRM ADOM FLANGE ANO FIN INSTALLATXIN 12/10/13 R.L REVISED 114STALLATION OETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: OW 112017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ.MPAKET03 BEET L11L1IIII,, J\5 REN O4 SERIES 420 SGO REINFORCED WITHOUT ADAPTER X 96- FLANGE INSTALLATION DETAILS Oa96' ATAiO1OF oVIwL`1c orcNo av i••,CRIOT;• scut OB C A/40 Ai1E G` NTS °"r< 10/30/13 Y89 Of 10 L. RWRTOLOMA9PE. 14= wo 0"D RD LEMSMA& NC 2so Luls R. Lomas P.E. 4N4"-*M lownasoftmavMn FL No.: 62514 1 1'/2' MIN. 1' MIN. RLV19t1NS SEPARATION EDGE OISTANCE tlEv oQcrapim APPROVIM A ADOEO AANCE AND FIN INSTALLATION 12/10/13 R.L. B RLVISEO tNSTALLATtON OETALs 08/03/15 R.L. c REVISED INSTALLATION DETAILS11/4' MIN. 06/21/17 R.L. EMBEDMENT COMASo RY NCRETE/° ° • • - I 1 1/4 MIN. BY OTHERS 1/4- MAXBY OPTI_ SHIM SPACE ONAL IX BUCK TO BE _ 1/4' MAX. PROPERLY ; • I SHIM SPACE SECURED MIN. • INTERIOR SEE NOTE 3 EDGE SHEET1DISTANCE a 3/ 16' TAPCON 1 3. a EXTERIORINTERIORMIN, t SEPARATION • SILL TO BE SET IN a A BED APPROVED EO3/16' TAPCON EXTERIOR 3/ 16' TAPCON SEALANT allkCONCRETE/ MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRETEM ASONRYINSTALLLTTON CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: Tt. INTERfORAND EXTERIOR FINISHES. BYOTHEn At11/4' MIN. NOT SHOWN FOR CLARITY. a •' • ' EMBEDMENT 2- PERINETEA AND JOINT SEALANT BYOTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 e SIGNED: OW 112017 2 7/ a' MIN, 1' MIN. FSERIES DOWS AND DOORS LLC SEPARATION EDGE DISTANCE WEST MARKET STREET 5 P. LO ii VERTICAL CROSS SECTION GRATZ. PA 17030 v . G ENS' D REINFORCED WITHOUT ADAPTERCONCRETSU&SONRYWSTALLAMN96' X96- D,9; 04F GE INSTALLATIONDETAILSa= a TAT , DRAM V. L orc i cL`S=cCR10T: G` 08-02249GscALc NTSfc10/30/13 S; 9 Of 10 C L. AWERTOLoA 4SP.E, Luis R. Lomos P.E. tan wwaroaoAOLEWISVUE. MC,270= 41940,Wft aemis®rarnfFL No.: 62514 w00By OH,RRS { 1/4" MAX r SHIM SPACE 1 1/4' MIN. EMBEDMENT v -1 i APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN ge WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FAAMING OR 2X BUCK lNSTALLATICN 1 /2' MIN. 1 1/4' MIN. EDGE EMBEDMENT DISTANCE WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4" MAX. 1 3/8' MIN. SHIM SPACE EMBEDMENT INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. NEW REASONS arc APPROAM A ADDEO FLANGE AND AN NSTALLATKN 12/10/13 R.L. 8 REVISED INSULLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DEVILS 06/21/17 R.L. 1 5/8" MIN, EDGE OIST. TRIM a 1 1/4- MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS I BUCK BY OTHERS, HOOK STRIP IX BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION AIASCNAWCONCRETTE METAL STRUCTURE BY OTHERS 12 MIN. EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP `- N10 SELF DRILLING i SCREW Wo00 SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURESIGNED: OW 112017 2X BUCKIWOOO FRAMING MI WINDOWS AND DOORS LLC 11111uu// 650 GRATZ. MPAK17030REET SERIES 420 SOD REINFORCED WITHOUT ADAPTER it• a Ar la 96' X 96' HAILFIN QL HOOK INSTALLATION DETAILS o E s1"• SSSTAT OF e 2 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, op4wK, ore acv FS : c 2. PERIMETERANDSEALANTBY 08 —02249 C t4, S/jONA1?\``` JOINT OTHERSTOBENTS010/30/13 y T10 OF 10 30/1OtOxea1illDESIGNED INACCORDANCEWfTHASTME21120P.E. 1i32N000FORORDL&WSVILLENC270M Luis R. Lomas P.E. 43"8 09 Aawn,sBrlorta p mm FL No.: 62514 ocsclePl10N Mtf I OPAoVm NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREO TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. Ix BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST 8E 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. 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 LS RFO IR D FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGE OISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO AST61 C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—TS .048• THICK - MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 I NOTES 2 ELEVATION 3 — 9 INSTALLATION A ADDED CHARTS 03/08/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R L C ADDED FIANCE WSTAUATIONS 12/06/13 R.L. 0 ' REVISEO INSTALLATION OETNLS 08/05/15 R.L. E AVASEO INSTALLATION DETAILS 06/22/17 R.L SIGNED. 0&22/2017 MI DOTO LLC R65oDwOESWSsMAREE GRAT2, PA 17030 5 . t0,' v •G E N y'9,r ii 0 6 *= SERIES *430 SGO 143' z 80`NON REINfORCED off/kNOTES 4TARTE4, i'1'4t•S;cIORLO G? thwft owe No. 11Lv 08— 02 E ONA 11\` xs o.1cNTS 02/23/09 1 Of 9 LYIS R. Lomas P.E. fL L AOSEA O LCMAS P.E. 14= WOODADR0 AD LEMSVw1E. MC 27022 4394064 os dbffA QM&nASft Mn No.: 625t4 143' MAX FRAME WIOTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX t 7 Kw {- 6' MAX 6MAX L 17' MAX 80' O.C. MAX RAtAE EIGHT L 6' MAX I X c* C X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s40. 0PSF NONE SEE CHARTS 81 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1,2 x 79' 2. MAX/NUM D.LO.: 44&4'r 74 3W FLAT MOU METALLIC SCHEDULE 36 314' FROM PANEL BOTTOM EACH ENO OF PANEL BOTTOM RAILS NLv I G1c I opm-m A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING tO/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REASEO INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L CHART RI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTES SHEET I Design pressure chart (pad FYatlo Haight Et) Single Panel and Total Frame Width (in) 10. 0 90. 00 26. 0 108. 00 420 126. 00 1 47.7 1 141.00 Pas Nog Pas I Nog I Pos I Nog I Pas I Nog 80. 0 40.0 1 54.9 40.0 1 48.0 1 40.0 1 432 1 40.0 1 40.0 CHART42 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Des( gn pressure Chart (p50 Frame Single Panel and Total Franc Width in) Haight 30. 0 1 .0 1 420 1 47.7 Et) 90. 00 108.00 126.00 143.00 Pos 1 Nog I Pos I Nog I Pas I Nog I Pas I Nog 80. 0 549 1 54.9 1 48.0 1 48.0 1 432 1 432 40.0 40.0 CHART 03 Number or anchor loco s/onsrequlred Frame S ngle Panel and Total Frame Width (in) Haight 30. 0 36 0 420 47.7 in) 90.0 f08 0 126 0 142.0 k6S Jamb N6S Jamb H6S Jamb N8S I Jamb W. 0 6 5 7 1 5 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' It 80' NON REINFORCED ELEVATION F. A. 1 08-00502 WALr NTS I a"'E 02/23/09 1 '"M2 OF 9 L RO8£11110 LOMAS F.E. 1422 WOODFORD RD LEMSV/LLE NC 27= 434404M a iciffa Oftnup.mm SIGNED: 062212017 l It o,'' Q; STTA TlE OF i 4<s 4R10T; G• ONA 1 C1\`` Luls R. Lamas P.E. FL No.: 62514 1/2' MIN. ACV REVISIONS DESC PTION OAU Nano EDGE DISTANCE A ADOEO C1uRTS 03/06/12 R.L. 6 REMSEO PER NEW TESTING 10/15/13 R.L WOOD FRAMING 1 3/8' MIN, C ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK EMBE MENT 0 REVISED INSTALLATION DETAILS 08/05/15 A.L. BY OTHERS MAY. E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L. SHIM 010 WOOD SCREW SPACE 1 3/8' MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE L- INTERIOR (C h EDGE2DISTANCE EXTERIOR INTERIOR SET IN APPROVED g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS p 0 WOOD MIN. SCREW LENT WOOD FRAMING OR 2X BUCK BY OTHERS GWL VIJIMbG VERTICAL CROSS SECTION W000 FRAMING OR 2X BLICK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. Nor SHOWN FoR CLARm I PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE Mn f ASTM E2112 J EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS OpAlft orc «a F.A. OB-00502 sort NTS dt< 02/23/09 —T3 OF 9 L AMRTO LOMAS P.E. An WOOOFORO 00 LEWISVILLE. NC 22M 4344884 09 M0ffQ2@*ftMft0V.CaM SIGNED: OIi Z2017 ENS t'9'P' Q: 44AYe OF ;4u:: 0R10;• SS ONAi1? ci Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2' MIN. EDGE DISTANCE 1 V" MIN EDC DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALAMBY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 /4' MAX. SHIM SPACE AS OR TRILLING L TO BE SET IN BED OF APPROVED LLANT 1/4' MAX. r SHIM SPACE I 1 /2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR RM9oRs OEScRomw art AOVM ADDEO CHARTS 03/06/12 R.L. REvISEO PER NEw TEST" 10/15/13 R.L. ADDED FLAHCE WSULLATIONS 12/05/13 R.L. REVISED INSTALLATION DETAILS 08/06/15 R.L. REWSED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR - JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" X 80" NON REINFORCED FRAME INSTALLATION DETAILS ORA111I: owc No. F.A. 08-00502 suet NTS 'It 02/23/09 —1 OF 9 L AOEERTO LOWAS AL 1422 WOMAORO RO LEt"SVILLE. NC 27M 434414 -0m rmmuyn matpoo2m SIGNED: 0612212017 b CENSE`9`P TAT 5E OF Q; ev 001, jsBONAmill1 aG?` Luis R. Lomas P.E. FL No.: 62514 11lNSpni 1 1/2" MIN. 1' MIN, MIN aseaPrgw DATE Al"OvEO SEPARATION EDGE DISTANCE A ADDEO CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESIWG 10/15/13 A.L. a' 1 1/4' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. e 1 1/4' MIN. EMBEDMENT 0 REVISED INSTALLATION DETAILS 08 OS/t5 R.L. EMBEDMENT 1/4' MAX. / CO MASONRY SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. BY OTHERS IFL_ OPTIONAL NIN. 1x BUCK EDGE TO BE DISTANCE .' • ' INTERIOR aPROPERLYSECURED1/4' MAX. SEE NOTE 3 SHIM SPACE ,. SHEET 1 _ 3' ' 3/16' TAPCON MIN. SEPARATION EXTERIOR INTERIOR • a 3/16' TAPCON , EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 3/16' TAPCON CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETEANASONRYINSTALLATION BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE IBYOTHERSS ' 1 1/4" MIN, NOTES: EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWW FOR CLARIfl! a'' , , 2 PERIMETER AND JOINT SEALANT' BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST'AI E2112 SIGNED: 0612212017 2 7/8' MIN. 1' MIN, MI WINDOWS AND DOORS LLC 111I11IIIIiSEPARATIONEDGEDISTANCE 650 WEST MARKET STREET 5 R'. L 0 Yii VERTICAL CROSS SECTION GRATZ. PA 17030 •'\GENS'9,,. CONCRETE/MASONRYMfSTALLATION SERIES 430 SGO 1t" TAi or143" x 80' NON REINFORCED b 4 FRAME INSTALLATION DETAILS ll;" naArN: OxG No. aLv seAlt 08 2 E NTS WE 02/23/09 —5OF 9 LROBERrOLOMA, i P.E. Luis R. Lomas P.E. IJ=vdOOOFOROROLEwISVaLENC:7ata u FL No.: 62514 1488- " .Awwsdlrnnu pu.am 1 /2' MIN. DISTANCEEDGE 1 3/8- MIN. WOOD FRAMING OR 2X BUCK EMBE MENT BY OTHERS MAX. SHIM 010 WOOD SPACE SCREW EXTERIOR II II 11 11 I1. 11INTERIOR SILL TO BE SET IN S10 WOOD A BED OF APPROVED SCREW SEALANT WOOD FRAMING OR 2X BUCK UtBYOTHERS 1 3/8• MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERjOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH AS TM E2112 1 3/8• MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE III10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX• F SHIM SPACE RLV190NS REV OESCRIP14H OAT[ APPRWCO A ADDEO CHARTS 03/06/12 R.L. B REwSEO PER NEW TESTING 10/15/13 R.L C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L D RENSEO INSTALLATION DETAILS 08/05/15 R.L. E 1 REVISED INSTALLATION OETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAM& ore No. F.A. 08-00502 soar NTS 02/23/09 —6 OF 9 L ROWATOLQWASP.E. I4M WOODADRO RD LEWISVULE. ABC 270M aa6ee-0to9 uarr SIGNED: 0612212017 1I i R t oo lz/ GENS.• 9,fl i OF A LOR10V: •? A ` L v\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL I EDGE OISTANCE STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 7 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II 11 II INTERIOR L TO BE SET IN BED OF APPROVED 11.ANT 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOA FINISHES. BY OTHERS, NOT SHOWN FOR CURRY. 2. PEMMETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 RLv avlslor s ascavr4N OATF APPROVE) A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.I.. SHIM SPACE 1/2" MIN. EDGE INTERIOR DISTANCE r-- I 10 SMS OR SELF DRILLING SCREWS METAL[- 7.- n . Q! STRUCTURE [:Et-aBYOTHERSEXTERIOR 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 FLANGE INSTALLATION DETAILS 00AW. Or'C xo. F.A. 08-00502 swt NTS — 02/23/09 —7 OF 9 L ROSERTO LOMAS PS 1422 MOOOFORO RO LEY49VWA NC 270'J' SIGNED: 0&22/2017 Low y. E6 F NSF p TAT E OF 4- Rk ov- O Illlllltl Luis R. Lomas P.E. FL No.: MIA 1 1/2- MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1- MIN. EDGE DISTANCE a' • 1 1/4' MIN EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECuREO 1/4- MAX SEE NOTE 3 SHIM SPACESHEET1 3/16- TAPCON EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. EMBEDMENT MIN• EOCE •o DISTANCE 3- :.. MIN. SEPARATION ° 3/16- TAPCON SILL TO BE SET IN A BED Of APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4- MIN. EMBEDMENT 2 7/6- MIN. 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE MASONRY INSTALLATION 1/4- MAX. SHIM SPACE s aLv oe Ao nog OWE APPROVM A ADDEO CKAWS 03/06/Q R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADOED FLANGE wSTALATIONS 12/06/13 R L D REVISED INSULATION DETAILS 06/0b/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 I R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEAMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOAAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM E2112 SIGNED: OW02017 MI DOORS LLC I ICI0'','' 650D1NESS MARDET STREET GRATZ. PA 17030 a v • VGENSF'9s i 0 5 SERIES430SGO143- x 80" NON REINFORCED FLANGE INSTALLATION DETAILS o a, TATOFto, s ; l0 R10P G" Mo. A. ak 7r0 AEV 08 E As1011l llt` WALENTSOLTE02/23/09 `82 OF 9 LROAER OLOLMS P.E.LUIS JAMWOOCAORDROLEMSVILLENC27MU - 626.0609 lbnzS@* ffl2wopm R. Lomas P.E. FL NO.: 62$14 1 5/8' MIN. EDGE OIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP ---' d 4 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS. lX BUCK TO BE PROPERLY SECURED WIII ilf 3/16- EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP Md" RN ocsewamx GTE MPIIWEO A ADDED CHARTS 03/06/12 R.L 8 REVISEO PER NEW TESTING 10/15/13 R.L C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 RENSEO INSTALLATION DETAILS 08/05/16 R.L. E REVISED INSTALLATION OETAILS 06/22/17 R.L METAL STRUCTURE 1/2- MIN. By OTHERS EDGE OISTANCE TRIM INTERIOR HOOK STRIP SCREWSELF ORILUNG I EXTERIOR PANEL 1/2' MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METALSTRUCTURE 1 3/8' MIN. EMBEDMENT III10 WOOD SCREW EXTERIOR "'— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING NOTES: I. INTERIOR AND EXTERIOR FINISHES SY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEAIANrBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTA4 E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED HOOK INSTALLATION OETAILS oPAW. orc rxL F.A.08-00502 uALc NTS — 02/23/09 —T9 OF 9 L ROBERTO LOWS AE 1432 WOOOFORO RO LEWISVWA NC 2nn 4U-6884M mwn33QYlmns w cm SIGNED: OS/ wo 17 S ', TAT E OF • 0R10P ij iS OMA 11EN\ Luis R. Lornos P.E. FL No.: 62S14 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS Of THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X 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. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REDUIREO FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". S. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATION. 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. II. 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 MANUFACTURERS 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). 0. METAL STRUCTURE: STEEL 180A, 33KS1 OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE Of CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAIIA Rcvtsgm oescanlon art APPROVIM AOOED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. REVt5EO INSTALLATION OETAILS 08/OS/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWSDOORS LLC 11 11 C650MARKETETSTTEETGRATZ. PA 17030 S ''' fs;• EivS' : 0 5 tc143" SERIES 430/440 XIX SGD x 96" REINFORCEDNOTES XT4 Of ,• F '•' elOR10;•?: aRAwx: F. A. awe ro alv 08- 00503 E ii`rS •' 1G` Yl/, 1NA 11\` Luis R. Lomas P.E. wuc NTS oac 02/23/09 —1 OF-9 L ROBERTO LOMAS P.E. 14W VIOWAORD RO LEWISVVX. NC 27triJ 41+ aeeaa 9 .mnu rwm.,a.m,, FL No.: 6251A 6' MAX 6' MAX 1 L 17" MAX O.C. 96' MAX FRAME HEIGHT 6' MAX 143' MAX FRAME WIOTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 17' MAX 6' MAX O.C. r SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATlW t40.OPSF NONE -9 SEE CHARTS It AND I2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 lir jr 9r 2. MAXIMUM D.LO.: 44 3/4' x 90 5V HARDWARE AT 37 3U' ON C TANDEM ww oc3cftvMll A ADDED CHARTS B RMEO PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION OETNLS CHART at E REVISEO INSTALLATION DETAILS WHERE WATER INFLTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SNE6T 1 Design pressure Malt (psQ Fame SrY7b Fw1w am Taal karm wmin len 4n1 70.0 26A 420 47.7 L„) 9aoo foe.ao 12&0a Ha Pos Np Pot Mae as Np Pes NNp O.A 40.0 90A 40.0 57.9 a0 0 S20 40.0 48.0 OLD 400 a 40.0 64A 40.0 489 4o.o 4s.0 02A 40A 58A 40.0 S1.7 40.0 4&1 40.0 423 ma 40.0 56.0 400 a9. a0.0 a3.7 40.0 40.0 CHAAT Ire WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure Man (pso Flame Srgb FWW am Tool From Vooln („) qk 20.0 3&0 420 1 47.7 90.00 fONL00 12&00 H300 Pes Np Pos I Np Pos Nag Pes Alag SAO 60.0 60.0 579 579 S20 52.0 46.0 46.0 8&0 60.0 60A 54.8 54A a69 4&9 45.0 4S.0 Oio 59.e 59A 51.7 51.7 481 46.1 423 423 DEC8 5&e 410 49 0 43.7 43. 40.0 40 0 cra4Rrta Number e/aaMor locatlensraeulrae SNnme Parol W4 Tool Raao wbsl (4l) 20 a 3&0 420 47.7 M 12&0HASJambHASlambNASJambHASJambEll". e 6 7 76)ee 7 e 7 0 e e9 6 7 6 7 8 6 e 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED. ELEVATIONS FROM PANEL BOTTOM F.A. 06-00503 LBOTTOM RAILS salt NTS 02/23/09 -2 OF 9 CK6 L ROBERTO tOLNAS P.E. 1432 WOODFUM AO LEWISv&LE. NC 27023 4v cMd4M lamwspH na4w.mm ATINTERIORFACEOFOPERABLEPANELINTERLOCKo4fE APPROO a 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 09/ 05/15 A.L. 06/ 22/17 R.L SIGNED: 0&22/2017 NR .. to; a TA OF • a= js'ONA 1..*G\? Luis R. Lomas P.E. FL No.: 62S14 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BuCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM 110 WOOD . SPACE SCREW 10 WOOD SCREW 310D FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1_ 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. WENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE REVOONS RLV OESCRIPIION Wlt APPROVE_ A ADDED CHARTS 03/06/12 R.E. B RENSEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS Oa/05/16 R L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 0&2WO17 MI WINDOWS AND DOORS LLC 11111rrrIA 650 WEST MARKET STREET GRATZ. PA 17030 p E M y'Fs i fir• 0y j*6 *= SERIES 430/440 XIX SOO 143' 1I REINFORCED FRAME INSTALLATIONLATION DETAILS ETAT OF NL iF' IORtO* • oluree F.A. o«c «o. REV 08-0 E VAX °`c 000503NTS02/23/09 3 OF 9 I1111111 Luis R. Lomas P.E. Lomas L ROMRTO LOMAS P.E. 1.0 WOODFORD AD LEW)SvaLE, Nc 27oYJ 3d4ap-o m..— oa fl No.: a 1/2' MIN. EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR TO BE SET IN IED OF APPROVED ILANT 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE CA I CHIUM RcAsafs Rev OESCApn0N DATE MPROVM A ADDED CHARTS 03/08/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTAL AT10N3 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 ILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: O6/ W017 M) SS ICI0f,,, i 650DW MAROKET STORSREET C GRATZ. PA 17030 J? : t c- SERIES 430/440 XIX SGO 51143" x 96' REINFORCEDFRAMEINSTALLATIONDETAILSOF ; w MAYO 0;. ,r i . Rt G\'` owc 08-00503 E S I111111FF.A. 02/23/09 4 OF 9 1\ Luls R. Lomas P.E. FL No.: 62514 L ROLIERTO LOAM AE 14M WWOODFORD RO LEVKSVUJA NO 27= P94T&4Sfi4 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX 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 a 1 1/4' MIN. a EMBEDMENT EXTERIOR 1/4' MAX. J SHIM SPACE 3/16' TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE v DISTANCE MIN. SEPARATION '' •. of a 3/16' TAPCON •' SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS e • 4 11/4 MIN. EMBEDMENT e 2 7/8'• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATI&V ALv F01S oescApnon A A00E0 CHARTS 6 REVISED PER NEW TESIWC 1/4' MAX C A00E0 FLANGE INSTALLATIONS SHIM SPACE 0 REVISED MUSWTKIN DETAILS E REVISED INSTALLATION DETAILS II II INTERIOR a EXTERIOR JAA48 INSTALLATION DETAIL OPTIONAL I BUCK CONCRETEWASONRY1NSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AM E2112 CAI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED FRAME INSTALLATION DETAILS own,: owe Mo. F.A. 08-00503 seA1t NTS 041E 02/23/09 jsmwS OF 9 L RMI'IFO LONAS P.E 1-132 WOODFOR0 RO LEWISMLE. NC 27= OATS APPA040 03/08/12 R.L. W/15/13 R.L. 12/06/13 R.L. 06/05/t5 R.L. 06/22/0 R.L. SIGNED. 002212017 O 9tENl'i 0 5SF .ski TAiE OF • ¢= X, A O i YYs'OMA 11 1\\ Luis R. Lomas P.E. FL No.: 62S14 Mrsows 1/2' MIN. 6L11 tICSCWP110N a EDGE DISTANCE A ADDED CHARTS R. LBREVISEDPERNEWTESTINGR.L. 1 3/8" MIN. C ADDED FIANCE INSTAUATIONS R.LIDFRAMINGEMSMENT R 2X BUCK 0 REVISED INSTALLATION DETAILS R.L BY OTHERS 1 3/8" MIN. 1/4" MAX, E REVISED INSTALLATION DETAILS 06/22/17 R.L 1/4" EMBEDMENT SHIM SPACE MAX. SHIM SPACE ,---- INTERIOR 1/2" MIN. g 10 WOOD — EDGE DISTANCE SCREW a i I• EXTERIOR INTERIOR to WOOD SCREW y10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 300 FRAMING EXTERIOROR2XBUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAILvi- OR 2X BUCK WOOD, FRAMINGUCKOR2xBINSTALLATION BY OTHERS 1 3/8' MIN. EMBEDMENT 1/ 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAANNG OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISNES. 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 430/440 XIX SGO 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS oIIAVN: o c Ia. F. A. 08-00503 KAU NTS we 02/23/09 51U•T6 OF 9 L RMATO LCA"S AE 14T2 WOODFORD AD LEN7SVLLLE NC 2,= a+• erta•ocos man.s ama+a..a>I SIGNED: 0622/2017 1 R I IL O'''' J • y. VtEkS. F'`A L Z- PA0 5 •> t= TAfg OF • o - i Fs; : 0 Rol. Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN, EOCE DISTANCE r CA I Cfflupf • —1— 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERAOR FINISHES. BYOTHER$ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 /4- MAX. SHIM SPACE OR 1/2- LUNG MIN. EDGE DISTANCE 110 SIAS OR SELF ORILUNC SCREWS L TO BE SET 1N BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1 /4 MAX. SHIM SPACE RM51nNS REV oLwlPnom 00E MPROVD A ADDED CHARTS 03/06/12 R.L. 8 REvISEO PER NEW TESTING 10/15/13 R.L. C ADDED flJwGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION OETNLS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGO 143' X 26' REINFORCED FLANGE INSTALLATION DETAILS olrA t owo #o. F.A. 08-00503 stxt NTS oLn 02/23/09 —7 OF 9 L ROMR70 LOMAS P.E. 14t2 KWOAMO RO LEWISVSLE MC 27= SIGNED: 06122/2017 5 v•VCEWy•9s i t'!t 51• x TAT E OF ; i.N'O Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS e' 1 1/4• MIN. a: EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/e• MAX E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16' TAPCON -- INTERIOR 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE OISTANCE ` 3' MIN. SEPARATION 3/16" TAPCON o SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MASONRY/ 111 III 77/8- MIN. EMBEDMENT 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 rxvewms ocsckpnow OAK APP?Wto AOOEO CHARTS 03/06/12 R.L. RMEO PER NEW TESTING 10/15/13 R.L ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION OETALS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETEAWA,SONRY WSTALLAT ION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERWETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITH ASTAI E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430/440 XIX SGD 143" z 98" REINFORCED FLANGE INSTALLATION DETAILS OPAWt 1a. F.A. or+c 08-00503 seAu NTS "'E 02/23/09 —8 OF 9 L ROBERIO LOauS P.E. I VINOODFOROROLEN?SVILLE,NC2To2] 43"M-0dw awfasomma m..mm SIGNED: 0612212017 1CI0/// GENSF9A0 ± 9• TAT 5E 0R10*• Luis R. Lomas P.E. FL No.: 6251A 1 5/8' MIN. EDGE D1ST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS, I BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY)CONCRETE METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP •---- Ls OESORp ow ADDEO CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION OETAILS REVISED INSTALLATION OETARS 1/2' MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE - INTERIOR TRIM tE MIN. EDMENT HOOK STRIP W000 EW EXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCXANOOD FRAMING NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTN ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED HOOK INSTALLATION DETAILS ORO N. OxC NQ FA08-00503 rNTS I&M 02/23/09 JUW9 OF 9 L ROAERM LOU" P.E. 14M WOODAMO RD LEMSOLLE. NC 27023 434. 6oa4m dbfflAtd*lfiffll*w.mm att APPROVIM 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 06/ 05/1S R.L. 06/ 22/17 R.L. SIGNED: 06/22/2017 t% kIIlllll"/i OENSF9' r' T OF • a= to0NA ` l`\ Luis R. Lomas P.E. FL No.: 62514 a r - r Business & Professional Regulation 2 SCIS Home I Log In I User Registration I Hot Topic I Submit surcharge I stars a Facts I Publications I FRC Start I SCIS Site Map I Links I Search I bloiidar®Product Approval IUSER: Public User t KIP Product Aporoval Menu > Product or Aoollcation Search > Application List > Application Detail OFFICEOFTHE FL # FL9174-R12 SECRErARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 8S0)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 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 Mark Garon Mark—Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Ma rk_Ga ron@Overheaddoor. cam 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 Enuiv WD2017-OO1112 Evaluation Report - FL 9174.POF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-3189SB-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf FL2174 R12 It 324620 P16 lamb Connection Suoo sioned.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 WD2017-001112 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 II 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL2174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sloned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max VWdth. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart s6oned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sianed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL2174 R12 It 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 Ii 023S-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 It 319040 PI Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 lamb Connection Suon sioned.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 W12017-001112 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 FL2174 R12 II 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL2174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.131E Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 *0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL2174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 S120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL2174 R12 It 0236-319024-137 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 319040 Pi Post Istall Instructions slaned.odfImpactResistant: Yes FL9174 R12 I[ 324620 P16 Jamb Connection Supo slaned.odfDesignPressure: +30.00/-33.S0 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 9174.10 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 It 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.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.P0F Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174,PDF Created by independent Third Party: Yesdoor. 9174.12 5120/S140/6100/9100/9400/9600 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 It 0601-319027-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Supo sianed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yes ' 9174.13 5120/S140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 it 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 324620 P16 lamb Connection Supo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +1S.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 W02017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/S140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 Ii 307494 P11 Track Supplement Chart signed.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 319040 P1 Post [stall Instructions sloned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 Jamb Connection Suoo slaned.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 9174.16 S120/5140/6100/9100/9400/9600 IS' Max width. 10' Max height. Max section height 24". Glazing 060S available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0605-319031-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 it 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 It 324620 P16 Jamb Connection Supo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +1S.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 WD2017-001112 Evaluation Report - FL 9174.130F Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 319040 PI Post Istall Instructions sianed.odfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odfDesignPressure: +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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 iI 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 lI 319040 PI Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 it 324620 P16 Jamb Connection Supo sioned.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 WD2017-001.112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 S140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0608-319034-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.ndf FL9174 R12 II 324620 P16 lamb Connection Supo 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.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Neet Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 323" Phone: BSO-487-1824 The State of Florida Is an WEED 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 SS0.487.139S. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The 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 4SS, F S., please click ftUL. Product Approval Accepts: M®RE®® Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope apN D. No. 46718 STATE OF (/ LU Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 111. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.201 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design 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 9oN 0' Table 1 B — Doors under Evaluation 4,oENs , O N0.46718 "yN STATE O ORIDA . S ` 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 319029-136 319030-P6 ,,\ Impact Rating No Yes No No Yes Table 1 C — Doors under Evaluation No. 46710 LU i rO STATE OF Z 44/ P _\ FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6,/ Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 sf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga TyDe Drawing # 319031-P5 319032-P7 319035-P6 319034-135 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion GOR%U ,.• `G ` S/ONA ,. rrrri %\\ 1242,07 C, LAU11 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 511 Edition 2014) and 6'h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3). F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 1. MON-IMPACT RESISTANT GAZING OPTION - .MO• NI1I14I14 20 GLAZING N LIOLOEO FRAMES SCREWED 13 GA Nw0 AMMC- TOGETHER MOM A HUMOR OF (t) (GALS- SCREYB INSTALLED, INN TOP OR UNIEMEOIATE SECTION (MTH OR VATOWT OCCOILIWA NSEATS) MC1112 UNIFORM STAR 13 CA FLAG ANGLE- GESIOH PRESSURES SH MN ON MS ORAWNO. OLALMO SMALL HAVE A MAOMUM NMI OF 13.75• AND A MAIEYUM LEMON Or I11.79-. O.AZING 6 NOT IMPACT It CA MIN t(M. RESISTANT ANO DOES MOT MCET MC REQUIREMENTS FOR TRACI( WINO-BOMW atom ROOMS i IMPACT RESISTANT GLAZING OPTION - IMPACT LAC BM W$ MON 3 ASRESISTANTGLAZINGSYSTEMMAYBtINSTALLEDNTOP OR INTERMEDIATE SECTION (VITH OR 14THOUi OECORATIVE SHOWN) INSERTS GLAZING SMALL BE 1/4• MAICAMAN-AR IB GA MEN rOL TB OR COPAL. GLAZING SHALL HAVE A Mr RT- MAMMM NMI or 13.21• AND A MA)IMRN LENGTH OF SLOB'. 01A2111C Ns (PACT RESISTANT AND DOES MEET THE REQUIRGEMiS FOR WND-BORNE DEGAS REMONS 5/1Be1-5/0' LAO- SEE WAS. E M SMELT 2 FOR ASSEMBLY OETALL SCREW AT EACH GLAZED SECDON REOUINES REINFORCEMENT BRAOfE1S JAMB BRACKET ATTACHED 10 U-SAR ON UPPER INIEMAI RIB (SEE OETAIL 0 SHEET 2). IB CA J-3111111 SCtEYED TO LOWER 1/4-20A/16. TRACK- 011MAL R6 OR SECTION AND OPERATOR STU TO BE DOLT AND 1 a-20 NO FACTORY NSTAUEO. OStAt.1" SMALL MO INSTALL (I) NO Al EACH a JAMB lad B• SELF CINUNo CRMP111E SCREW 10 ATTACH RIB AND OPERATOR S6E BRACKET LOCATION TONE J-Si r TO TIE INTEGRAL AT INC CCNWROWE OF THE DOOR PER MAIL F M SHEET 2. 1 VINVL OR WDDO ODOR STOP NAILED A U"MUM OF e D.C. MUST OVERLAP TOP AND BOIH ENDS OF PANELS W061UM 7/16• TO Ldit HEOATIVE PRESSUREL a. NET LOON SOM LOOK±. OR OMATOR REOUIREO• IS CA STIFFCNEO' S. SECTION SMALL BE CMSTRIICTEO MIN FOAMED N JAMB BRACKET$ PLACE POLTINCTHAMC FOAM INSULATION CNEWCAUY SEE SCMCLOULE FOR BONGED TO 30 CA MOON FACER STEEL AND A QUA ltV. LOCATION. OLMAMIMAIE BACKER. OR 32 CA STEEL "OWL END AND TYPE CAP to HAVE A MINIMUM 1.1. DEPTH. t. THE OES01 or ME SPPORTNO STRUCTURAL KEY LOOT OR S Ot LOCI EUIP.N is SNAIL RE THE ftwoN510UTT of THE • BOTH ENDS (NOT PROFESSIONAL Or RECORD FOR THE BYADINC ORSTRUCTUREANDNACCORDANCEMUMDIUUtA1t OU DINC REOWIEO WAIN OPOUIOISECHOTS .). SLIDE CODES FOR THE LOADS Ul3CO ON MS ORAwMQ LOON SHOTRA FOR 7. DOOR JAMB TO St MINIMUM LB STRUCTURAL GRADE LUMBER. REFER To JAMB CONNECTION SUPPLEMENT FOR CIJUOTT tlOQOR1E_' ATTCIMACNT to SU PaRlm STRUCTURE SST 2 FOR U-BAIT LOCATIONS L LOUVER GPtION - .ONO. MINIMUM LDUYDIS II MOLDED ON DOOM MTM TIMER SECTION OUANnTIES AHDFRAMESSCREKEDTOGETHERMTHAMmTUMOr (t) SEE HOLES 1 AND 2 ON FBA1' SCRER INSTALLED DO 11E BOTTOM SCCTIONEL THIS EETSSAW FOR CLAZWO LOUVERS ARE HOT IMPACT RESISTANT AND 00 NOi MT INC REDWROLENIS FOR YOD-BORNE OEOM REOONS. OPTIONS. e.--vD.tE nIMLTRIT T c ElMMICIE$WE Sm to BorrwrrDGEM. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAlt DamNOCM UNIFORM LOAD EACH JAMBV6" It'-(r ALL 207.1 -2=4 la-0• ALL 4tllt - 1.B 1 -tY ALL ISS.L -1 B lo•-o• ALL 120.3 -laao VVVLLII J K oy P•'' N CEfes Q41 Tk : No. 77045 S O STATE 0f (`: I A(16JA11fGdI l /f K 7m:HPC OldLNSC7NNHAvKNItW ONLY NOR VU.IWAIMINKVPROFCIIPOOMLlODIARICBDION GeV" CA END CAP REN90N5 Ia CHANCES TO MORAL CHANfO40AU-SARRfAStEMC11 rVPt AT ENO CAPS AND BOr10M RETAIMG. CHANCED CEHIElt HOME AND ADDED LOUVER OPTION. CNAIICF,O STRUT IDENTIFICATION METHOD FROM COLORED PADIT t0 STAMPED NUMBER. DIRT 3/B/OB PS ADDED SPCRBPOSM DESIGN PRESSURE LOADS ON SUPPORTING STINCIURI! AND CLAIM NUMBER OF FASTEMTERHINCESItcoultDAPOf A MANPOWER DOOR wOTMS M6 s/lo/M PB A00ED IMPACT RESISTANCE t0 000L ADDED MODEL 6100. MONIED NOTE B 70 STATE THAI LOUVERS Not IMPACT RESSTANt. wr B/B/07 P7 MOWCO JAMB BRAtxEl CIEOPLC FOR EAT : AIL LNR IRAtX or:AIL S1EEI L CRT 7A2/OB M UFOAt[O TILE CRT 8/26/10 POD ER31SIG AOOED BIOS ANTI GAOLER NOt)2HQZ- (5) MIEl UWCES PER JOIN RCOURCO M DOOR MOONS CRCATER MAN CSC 5/23/2017 IY-0•. (3) CENTER MINCES PER JOINT REWIRED ON DOOR LIDTHS LOSS THAN OR COPAL 10 Ir-0•. JAMB ACKET SCHEDULE DOORNEION N0. OFSECTIONS BRAucatsIAMB TRACKTYPC BRACKETS MEASURED FROM BOTTOM OF TRACK I MENSIGNS L n r-0 a i O it 1 01 . 2s-1 a a 4S-/ a 0 a B FAT a. IfY a 21-0 a. 2L-S a J0a2 A BS-1 a 0 O a t Jo34a s7-1 a O. st a t OI. 75 a B'-0• 5 B FAT a 10 a 21-3 a- a. ma a' a AB A 57-1 a• a m a 73-1 a s B-Y UFr F41C, SST NOTE BELOW FOLLo1SNO DIMENSION OEJNOIEB SLOTTED JAMB BRACKET ATTACKED TO TRACK METH 1/4-IM/I6• TRACK BOLT AID MUt. FOLK MMC Ow& MON OFJKOTES OIICK INSTALL JAMB BRACKET INSTALLED N 11111" AiLY SLOT. NO ADDITIONAL NAIIOMARE NMn 10 ATTACH t0 TRACK. COOLS wM NIGH to. ROOF FUCK AND/OR OUAIS 11" IT IN NMI REOYNE USE Of CONTINUOUS WALL ANCE. SEE SUPPLEMENT TRACK CHART FOR OETALS, STATIC PxeeNmK RATMCS APPROVED SIZES SCALE: N.T.S. SIZE A Wayne DESIGN PIE: * 21SD/-2660 NA7( A"" ,B•-Ki DATE NAME TE73ti-a3.20 YAX NEKTI T•. 0'-B• YM B CRT Dalton. HMPACT/CYSTPGJC RATEeD YESS/N0: YES ImAx SECTICM NEIGHT:21' a/6/06 1 MRB ri F, GARAGE DOORS MODELS 5120/9100/9605 1 sNEET 1 OF 2 DINSOV OF OYEAk 0 00011 cm ORALYINO PART NO. REV. PI33Ns'AGOLA. FA0° A"LGaoA°D3ist, WINOLOAOSPECIFICATIONOPTIONCODE0230318960IP10 13 CA ADAtSTABUE TOP PLACE U-BAR OVER ORECRAL RUB 13 OA ADAUSTAOLE FIXtURE ATTACHED TO WITH THE (B) PPE-PUMOIm TOP FUCIUlE PAC -PUNCHED MOLES HOLES EACH 010 FACING UPWARD W OOTTOM OF U-BAR AND ATTACH MRU CHO CAP AT wtM (2) 1/a-l.,i/B' EACH CND WITH it) QHDUPns SCREWS SELF DELUNO COUPON SC v/3 r FORSTANDARD TRACK AND (3) 1/ a-IIJ/6' SELF' ORILUNC CT6uPTTK St21EV6 FOR LOW HEADROOM ( RACK (2 OF 16" • ARE VSEO m ATTACHED THE TOP DETAIL BRACKET AS SHOWN). LOW HEADROOM TRACK 13 CA ROLLER SLIDE ATTACHED TO PILE- PVNCHEO HOLES IM TOP OF U-6M U-6AR OVER INTEGRAL Me wM WM 2)) 1 1-tar5/6' M6PTITE 6M[79. SEMIIOTILE (6) ME -PUNCHED MOM EACH END FACING THAU ENO USEMOLEINCHIDEt0FNSIRKPR01' fA Au01lMCHf OF ROLLER! UPWARD AND ATTACH LAP AT EACH END WITH 1 1 .•-Ih7/6' SELF ONLUNG CBMPTTE IS CA NW41 ATTACHED H7HtEP mu' U-BAR PLACED OVER LOP WTM ( a) 1/4-1/4/6' / RIB ON tHE BOTTON SECTION SHALL OHLT C11MPna SOAG (2 Or WHICHAREfACiOR•I BE ArTAC1EO tHRU ENO CAP AT EACH f7D WITH ((1) 1 hI NT/6 SEIJ DNWNC ATtACHED) CRUM/111E *.6KW LOCATED ON THE BOTTOM FLANGE OF THE U-6AR tL k DUE m OEARA 40 AEOUREO to 2' MTLOM St0R1,CAP0 It1STALL SCEWS AT ME ENDS Q ILK ROLLER WM U-SAKE; ALL U-603 SMALL BE A - In• ffmm INSTALLED CH SECDONS PRIOR m DETAIL B UWALUMO ROLLER ETUDES AND ?BP FDIIURE W MC U-BMS. SEE CAIEN ArPATNOBS ON THISSHEET. 16 OA HIND: ATTACHED U-SAR OVER A110IHtCG(R2) YLM (a) I/.-20P5/6' CFWIIlE SCREW& (2 Or 4 / A/66TrACNDIE'/ 7HRU MUCH ARE FACTORY PRE-FUMCHED NOLF.S AT ATTACHED. 3 OF WHICH SAW INIDDLEOLLtE IWLE EACHARE FIELD METALLED INTO TOP LEAF. ARID 1 OF INT (1 TOUT FLANGE WOCI IS FIELD BHSMLLED K WARAR0 BOTTOM HINGE LEAF AND 1 TOW THRRI FRE- NMQIED HOLE WEB OF U-BAR AND IN U DETAIL C wmdIAL Me or EEOPIW) 12 CA BOTTOM BRACRI FACTORY ATTACHED wM / 3 1 a-1/.5/r PLACE u-BAR OVER n1EORK Me wM DOW CLEAR BOTTOM IT[SCREWSNOTCHTOORACKETARID ATTACH YNAU CRO CAP Al CMAI 00 WTM (L) 1/a-l.d/B' SDF OR61UNO C M K SCHEW .15 IOU &PACT Maumee. ` SHOWN AND USE_{i) 1/a-IaX7/6' SIIf OIUWNC GUMPn THE 60TTOM BRACKETMUSTRESCREWEDm TK BOTTOM SCAEM ACROSS BOTTON Or THEBOTTOM 4-BAR AT U-BAR YUM EACH PRE-PUMWED HOLE AT (VERY 2) 1 h11A7 SEEP DETAIL D NONCE LOCATION. USE (1) 1/4-2014/0' T/t SCIKWO• SEE IMPACT BOTTOM BRACKET CRIMPnTE SCREW AT All OTHER PAC-PUMCED HOLE LOCAnONS DETAIL THIS SUET. ONE.. K. R NO.77945 ge p0 •' STATE CIF ' •((C: SS C . I'ONAL' 1111111TE OYNA[ A NOMA' ftO /WOK RH! IN 01fWCPGOIOFLR7/ 04 Ti Ft 417MG MIOIIIDOULL MHO®rW SEAL PWOMOLO OlW PM KarA6a HN W" La , 00NEt1 == GET" MN STA3S W04E lM STAINLESS BALED RUBBER WASMERS 3- 1/2' 0" MAX STRUCTURAL 1''11CTURC r IUSEDONLY ON IMPACT GLAZED SECTION - 11 CA REINFORCEMENT BRACKET ATTACHED WITH ( al 1/ hl.e7/ 6. S" UMC p CSMPnTE SCEWS ( 2 0 THROUGH BOTH LUCKCr AND U- BAR) ' DETAIL G 1 1/a- ta,T SELF oMAPNe GINPnTE W Ai TER TORE Of DOOR 1NMu r_61R11r k OPERATOR BRACKET. OWLV tlONQt4 Oi,Atfd SECI101S gEE KOIE11E0 H HIDETAIL E MOM- STRUCTURALDECORATIVE OLM WIDOW TRIM Lllie FOLYCARBONATE ATTACH 60TTOR BRACKET TO BOTTOM U-BAR WITH ( 2) • 1/4-I4A7 SELF OR1WHa CFNUMPTrm IMPACT BOTTOM BRACKET 3/ 6/ OB 5) EE(( COOM ODORS FASTENERS i OM1C76B'A1R6S CA, MINGES REOU LOCATEDCM INTEGRAL FUN AS NARROWER 0 M 5/10/ 6 SHOWN Di RESISrA"CC TION MODE lSECl Al lsNC Dointo "a6U-OSTA79THAT LOCATED OVER ARE NOT 1MP NIEGIAL RIBS AS RCSSTANT. SHOWN CART 6/6)07 1. ALL U-OARS WALL BE RACED OVER INIEORAL R W AND ATTACHED THRU PRE -PUNCHED HOLES WM (2) 1/4-140/6' CBIIPntE SCREWS AT EACH INTERMEDIATE ICNDE LDCAnW. (2) 1/h14,7/0' SELF OAILLM CMMPDTE SCREWS At EACH ENO EX CAP QPT OOM u- BARSON BOTTOM SECTION - SEE OCTAL B AND 0 THIS SKEET). (2) 1/4-1.4/0' CWTITE SCREWS APIRGOLLTO.Y MIDWAY 2EM04 ENO Or DOOR AND WtERMED1AIE HINGE LOCATION. AND (1) 1/4-14d/6' CMMPOIE XRCYI APPROMMATELY W FROM EACH END, FOR DOOR WIDTHS GREATER MAN Ir- 0'. TOO& SMALL BE A TOTAL OF (20) SCREWS AlrACHMC EACH U-BAR EXCEPT BOAR U-BARS ON BOTMU S: gGM SMALL NAY[ A TOTAL Oi (16) SCREWS EACH. FOR DOOR WatMsLESStDUNWEOMALmIT-W. THERE 94ALL BE A TOTAL OF (16) SC E S ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON 0M SECBCN SMALL HAVE A TOTAL OF ( 14) SCAEBS EACL 2. WITH THE C]C. SPnGM Or THE (6) PRE -PUNCHED HOL13 G THE TOP OF EACH ENO USED FOR ATTAC MEMt OF ME ROLLER a AND THE (6 E- PUNDIM M= E BOTTOM OF CAW CHID USED FAIR MINIMEATiAWMEMtOfMETOPNITIUXEAND UNLESS NOIED OTHERWISE ON THIS SPECIFICATION ORAWwo. ALL POE -PUNCHED HOLES IN ALL V-BARS SMALL BE ATTACHED TO THE DOW HELM 1/a- 14,5/Br C MPIITE SCREWS, 3. T6 CA U-BARS SMALL BE STAMPED •46' APPROOMAtELY 6' FROM EACH ENO. Wayne Dalton. GARAGE DOORS IWSION Or OM3WEAD DOOR CC OP11OW AOOED LNR CH OEM SEEt L 4/17M ADDED IMPACT LSTANT C ALNC. EO TEXAS LICENSE 1BEM TO MLE BLOCK. WOED LOUVER NOTE. WASED MAX NOWT 0E0 W-B•. AoHOW I AND ROD PITCH99NOTE. 7/22," UPDATED TITLE km 6/ AB/IO PACT/CYCLIC RATED YES/NO TES I MAX SECTIONMEIG(7: 21- PECKEOI 4/8/CB I IRS MODELS 5120/9100/9605 SHEET 2 2 2 ORAYEIla PART N0. REV WINOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 14" MAX i 12" MAX 12" MAX I I 12" MAX ' 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAWS A KGRMbI, Pt 4575 comfy ROAD 160 MOUNT "L am iL Pt 77543 1X PC 11719U PRWMCKAL 61GWOTRY SEAL PROWDLTI O&V 1'OR VERiflCAl1ON OI 1MALW0 CONSIRUCTION GETNLL PLATE LOCATION 2HEDULE E 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 SCHEOULE- 19 13 GA MIN CONTINUOUS WALL ANGLE 1\Illllfll/// NE J!, oQ NO. 77945 SATE c ORiDAF 0AIA L LNG\`.\ illll i TRACK i a i 3) 1/4"-20 TRACK OR CARRIAGE BOLT TYPICAL WITH 1/4"-20 NUT CLIP BOLTING i DETAIL TRACK f 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP 2 SEE SCHEDULE 1 I t 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT i TYPICAL TRACK CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX WIDT MAX PSF 9'-0" 46.0 PSF 52 0 PSF 16'-0" 46.0 PS TRACK SUPP F -52.0 PSF 11pOn. airtaOR3 3395 ADOISON DRIVE MEN T CHART PENSACOIA. FLORIDA 32314 850) 474-9880 REVISIONS TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES t0 446.00/-S2.00 PSF FOR ALL DOOR WIDTHS CHANGED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE'. ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN NO ANCHORS Ott 4/2/07 P4 CHANCED FORMAT. ADDED MODELS 2800 AND 5024 WITH OVERLAY TO TRACK CLIP SCHEDULE Gat 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE h CUP SCHEDULES. OLP 2/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/OS/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE /6 CLIP (REPLACED WITH 09 ACROSS THE UPDATED STEEL 1N71NO DETAIL 1 04/11/08 EXPANDED 1-1/2' TO I/6' DOOR THICKNESS URT UP TO 14' HIGH. 12/11/08 uPoAto ntu iCK 6/2/10 UPDATED TITLE iCK. REMOVED CHART. 11/15/13 UPDATED TITLE SHEET 1 OF 2 DRAWING PART N0, 1 REV. 307494 P11 REM53ONS 2 3/4" t1" EDGE DIST TRACK—aaS-MUS WALL ANGLE 12 FOOT UPDATED 1 8 2-24 BPU 6/11/03 E60XX MIN. 1/8 P3 UPDATED FORMAT. 2-24 INCREASED ALLOWABLE PRESSURES TO 46.00/-32.00 PSF FOR MIN 3/16" THICK CMANOEDD 'TEXAS STEEL FOR MOUNTIN ANGLE' TO 'CONTINUOUS MALL ANGLE. ADDED 5/16" x 1-5/8" WALL ANGLE STRATE MOUNCHANGEDTING LAG SCREW OR DETAIL.° MD ANCHORS EQUIVALENT INTO CRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLIP PADDECDCHANGED Ge°UDO SPF (G=0.42) OR D 6024 MITH OVERLAY BETTER AT EACH 1 /4-20x9/16" TO TRACK a HOLE OR PAIR OF TRACK BOLT AND CRT e/21/o7 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED MOODS LISTED IN CHARTS UPDATED SPUCE & CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SC"LES• OLP 2/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE DDETAIL°YANo1GTSNnNc MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GO 10/05/07 a. WITH MIN. (1) 1/4-20x7/8" SELF CUMIN SUS OF DRILLING SCREW WITH 1" 0.0. THE p CLIP RErLAcEo WASHER AT EACH HOLE OR PAIR Of eDTMARot A THE HOLE LOCATIONS IN LIEU OF WELDING oLP 16/2a/07 d• ' 4., P6 UPDATED STEEL MOUNTING DETAIL MRS 04/11/06 P6 EXPANDED 1-1/2- TO 1-3/6• DOOR THICKNESS d' CHART UP TO 14' MICH. CRT 12/11/06 3/8" SIMPSON TITEN HO, 2-3/4" MIN EMBED INTO P11 UPDATED TITLE IN 2000 PSI CONCRETE OLOGL REMOVED CHART. On Il/1S/13 AT EACH HOLE OR PAIR71,11/4-20xg/16* F HOLE LOCATIONS P12 UPDATED TITLE ALL ANGLE 1111111'' alt•1E J /(Q Esc6hS/17 TRACK BOLT AND P'' LICENSE •(i/ CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT 40 •.tfyTRACKCLIPNo, 7-1945 _ iJ3.4: O ' = STATE OF Sz NA` LNG``. fill Wayne GATE NAME Dalton. 6/21/0. GRT DKIAI'K A Kd1M91, PE 4376 COUN-M M"160 f• GARAGE DOORS CHECXRAWNCHECKED 6/21 /07 uRB SHEET 2 2ucumHOPLam Ft P[ 1711-2 1K rt 117Ls C / ! 3395 AOOISON DRIVE DRAWING PART N0. I REV. vmmAnam r vDicA•! c PRONGED a oR wnnK:AnoN a 1Ioa.DAo KXINitAuetloK otTNLs TRACK SUPPLEMENT CHART PENSAC01•A. FLORIDA932514 e5o) a7a-9890 307494 P 11 Wayne Dalton 3395 ADDISON ORIVE PENSACOLA. FLORIDA 32514 8SO) 474-9890 c1E J Ko,4P. _%CENs ti STATE OF . z- t sS•:cCORIDP .•'G YINNUM 2R6 /3 i. 1ru/1 SOUMERN PHJf OWAVIA A 90bMI . PE 43" COUNTY ROAD NO MOUNT HOPL OW ML K 77941 IS K 117M PRUMONAL EN NMVS SEAL FWME0 O4.Y FOR Wv14TIOM Or MNDLOAO CM41ROCIUM CETMUL 1 S' MAX FASTENERS PER SCHEDULES I THRU 4 MNMUM 2,4 STRUCTURAL GRACE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING W000 SUBSTRATE OR MINIMUM 2:6 FOR ATTACfEMENT TO CONCRETE AND GROUT FILLED CAW. TV. SEE DETA LS 1. 2. AND 3 REQUIRED OR VERTICAL POST REINFORCINO SMSMS DOOR HEIGHT B' MAX DOOR VAOTH LOOK j 2 3/4' J 2) 3/B• SIMPSON »TEN NO SCREW ANCHOR WITH A 1 1 4' WASHER AND A MINIMUM EMBEDMENT OEM OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4. NINIYtJN YS I COMCww CRY OF M DESIGN LOADCAPA YWIMUM 2P p MEAGER LACK MINIMUM 2,6 µHEADER LOCKSOUTHERNWCRACKETSOUTHERNAlBRACKET LU14LUMBER. 4' a • . 4) 3/B' SIMPSGN TITEN No SCREW scREws ANCHOR WITH A 1-1/4• WASHER AND WITH 1 141'LO.D. O.OWASHERS. A MINIMUM EMBEDMENT DEPTH OF LAC SG 1N5 SMALL MAVE A 2-3/ 4' AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE Of 4. 1-9 2' INTO THE MAIN SUPPORT MEMBER. MINIIAW OOG Z pLLFO DILL `•• t NOTF• MAXIMUM DESIGN LOAD MAX IN 9CN LOAD CAPACITY Of 2400 LOS. CAPACITY OF 2430 LOS. 1N SHEET I OF 2 ICHEO JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 0/ 15/17 NAME DRAWING PART NO. I REV. 324620 IP161 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE NOTE• MAX ALLOWABLE FAITEMER LOAD MAY EXCEED THE DESIGN LOAD Of THE STRUCTURE DESIGN 33 OF SUPPORTING O STRUCTURE SMALL MW E cis THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF FOR THE STRUCTURE d 3/8' SIMPSON TITEN MO. 2-3/4- MIN EMBED. WN HT' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET I/4-2*r9/18- YKACK BOLT AND 1/4-20 HEX N TRACK duce-r mraKCTr uOuuTlue nnul 4 ' No• r945 it 4371 C 1 SOM91. P[ w COUNTY RDAD Rem772IfOPGDNqnPETTSa! TX R 11711611 PRDRSSDNAL DdMMY'S MAL PN046E0 O4.Y FOR 1MCAI10N OF WNDLDAD C0FISTSUC110M WTAas MIN 2 e 4 SPF (0-0.42) OR BET= WALL =0 MOLE: MAX ALLOWABLE FASTENER LOAD MAY EkCEEA THE DESIGN LOAD OF THE STRUCTURE. DESCH OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE - S/IB' LAC SCREW WITH 9/32' EMBED N CENTER STUO V 1/4') FOR EACHJAMBRACKETLOCATION JAMB BRACKET 1 4-204/1E- ACK BOLT AND 1/4-20 HEX N TRAGIC OIRc[`T wOM MOUNTING OFTAII MIY l20 Lc PER • . FA ER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE ctt /Is/17 DRAWING PART NO. I REV. 324620 IP161 1/2/2018 Florida Building Code Online BQS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts dbpr Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL19715-R3 Revision 2017 Approved 0 Silver Line Building Products Corp. One Silverfine Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/LS.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 Sections from the Code https://Roridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%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 F8C Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 u .— of or FL # Model, Number or Name Description 19715.1 1 Series 2900/4900 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWDO11 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Back E Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 dick hCEL. Product Approval Accepts: PTa]® El C3 Credit Card Safe https:Ufloddabuilding.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 DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF !l/2 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 INSTALIATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STAG TO BE 3/B INCH. SHIM WHERE SPACE Of 1/16INCH OR GREATER OCCURS. SHIW4SI SMALL BE CONSTRUCTED OF HIGH OfNSITV PLASTIC OR BETTER. FIN INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE 118 WOOD SCREWS OR 11 GAUGE ROOFING MALLS OR 100 COMMON NAILS Of U I NT LENGTH TOACMIEVE 1.1/21NCH MINIMUM EMBEDMENTINTO W000 SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN. IM EDGE DISTANCE. ON INSTALLATION: FOR INSTALLATION INTO METAL STUD USE FB SELF - TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 N N N SEVONO METAL WALL INSTALLATION SMALL MAINTAIN MIN. 3/B1 COG( DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOW FRAMING USE SIG WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2INC4 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FDA INSTALLATION THROUGM IX BUOL TO CONCAETE/ MASONAY. OR DIRECTLY INTO CONCRETE/MASONRY, USE 161NCH OAMCTER ITIN TAFCONS OF SUff10ENT LENGTH TO ACHIEVE 1-I/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 12/4- EOGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM O NR P N RAT10N BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING OUT NOT UMITEO TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MAOE 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 ROOUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY WITHTHE 6TH EDITION FLORIDA BUILDING CODE (FSC). EXCLUDING HVK2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/ WOMA/CSA 161/IS.2/A44006/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCREfE/ MASONRY. 2X FRAMING. AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITNSTANOING AND TRANSFERRING APPUEO PRODUCT LOAD$ TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED MfREIN. REFER TO SHEET 6 FOR FURTHER DETAILS Of BUCK INSTALLATION. A. THE INSTALLATION OETAILSOESCRIBEO HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL COMMONS FOR A SPECIFIC SITE IF SITE CONOITWNS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OIETAILEO HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON• MVH2 AREAS. IN MVM2 AREAS. ONE TIME PRODUCT APPROVAL TO RE OBTANEO FROM MIAMI-DAOE RER OR AMU. S. APPROVED IMPACT PROTECTIVE SYSTEM ISREQWLEOON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC FOR HOLLOW BLOCK AND GROUT FILLED BLOCK.00 NOT INSTALL 7. IN ACCORDANCE WITH THE GTH EDITION FRC. WOOD INSTALLATION ANCHORS INTO MORTAR POINTS. COG[ DISTANCE IS MEASURED COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED FROM FREE COG( OF BLOCK OR EDGE OF MORTAR POINT INTO FACE SHELL Of OR SMALL BE Of A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. INSTAUATON ANCHORS SMALL Of INSTALLED IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OF ASTM E 12M MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SKEET 6 FOR GLAZING OETALS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOR ADDUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPEATIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OFO.SS. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT•FILLEO CMU• UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH Of 2000 PSI. D. HOLLOW BLOCK CMU . UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEEL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0.047r HH 1R GAUGE(. MIN.1/2' EDGE DISTANCE. F. ALUMINUM. MINIMUM ALLOY 6063•15. MINIMUM WALL THICKNESS OF 1/ 1G•. MIN. In' COCA DISTANCE. TALLY OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL A HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, RUCK INSTALLATION, 6 GLAZING OE7AIL MAX OVERALL SIZE COPrttG. DESIGN PRESSURE MISSILE IAVACTRRATING WIDTHHEI6NT36' EA- O/X 35.1 -35 PSF NON IMPACT 3r 66- O/X 50 / -50 PSF PION IMPACT 36' 74- O/X 50 / .50 PSF PION IMPACT 3111 7T O/X 35 / -39 SF NON IMPACT 44' 62- O/X 50 / •50 PSF NON IMPACT 4W 7r O/X 35 / •35 PSF NON IMPACT 4r be O/X 20 / -20 PSF NON IMPACT Sr 724 O/X 25 / -25 PSF NON IMPACT 36- 63.75' 0/X (ORIEL) 35 / -35 PSF NON IMPACT 4r 96' O/X (ORIEL) 20 / •20 FSF NON IMPACT 72' 6r O/X-O/X 35 / -35 PSF NON IMPACT 7r 64- O/XO/X 35 / -35 PSF NON IMPACT 74, 6r O/X.O/X 50 / .50 SF NON IMPACT 76' 7r O/X-O/X 50 / -50 PSF NON IMPACT 76' 7r O/X.O/ll 25 / -29 PSF NON IMPACT BO' 74• O/X-O/X 35 '-35 PSF NON IMPACT 96' 74' O/X•O/X 30 / •30 PSF AWN IMPACT HOB' 62' O/XO/XO/X 50 / -50 PSF NON IMPACT Ilow72' O/X-O/X-O/X 50 / -50 PSF NOW IMPACT 106- 64' O/X-O/X-O/X 26 / 45 PSF NON IMPACT 04IJah mOrod by MN F. Hum. P.E. R°°'°" I NR apwaftIB INf aoNAIrLL FL#: FL19715 OWA. 2017 OIL IS /6:1IA6 aov rSilverLine i l*Andelsen Ii••••. you• ONE SILYC17.iNE OAIVE 14MTN MUNLw14L w onu M ITI11 USImO M'/ MMMII * 11 l L`A Y8 Iff. 11 kNmZJzc2btNG tt: 1 SW0002 4EE1': 1 OF 6 MAX HETE MAX HEM MAX FRAME MOTH 4W 8 EF'*"1 4 F 3 c•o- FRAME iT 96' X- ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96- a 3 • F s 4 , FRAME aT 74- A 0 s ELEVATION TWIN SINGLE HUNG WINDOW 141 QUALIFIED CONFIGURATIONS ARCH TOP CONNGURATIONS MR ALL 21O14901 RATINGS. SINGLE uNITCONRGURAT10Ns QUALIFIED CONFIGURATIONS ARCM T0P CONrIGURATIONS r0R ALL 2301•t901 RATING$. TWW UNIT COWiGu"nONS MAX HEU MAX FRAM HEWNT 9d MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME wtoTH Boa- B E s 0 1 1Logi 9 r 3 s ELEVATION TRVIE SINGLE HUNG WINDOW SilverLine i bArldCnen 9741. orE StL%OLDA WdK narH fwnevcncw anae M P-+9 •]Yrt100 e S vi 2S w 8 Z+ ZN 4 N ZQ < W N of yaman a a E 0 L7 R I <V ill a.'' • ...•' 'tee hits 11% r N m Y W F 00 u= 2 0 OW61$. SW0002 SHEET: 2 OF 6 2• MAX. 11• MAX FROM O.C. CORNERS 11• MAX O.C. 2' MAX FROM CORNERS L wec.r..ruwna.raaoa! aw.1t Fr ..nnue wu.ocTM,nG, JAM. AND a0L ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW YFROMMAX -{ ' { 4 1/r MAX CORNERS I r I O.C. 2' MAX FROM CORNERS 6' MAX FROM CORNERS r 2 MAX O.C. 6• MAX FROMCORNERS I 20• O.C. I L 6' MAX FROM CORNERS L i ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 U 6' FROM CORNERS Mimi h_ 4 L/2• MAX. O.C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW L 12 3/4- MAXO.C. If IT O. mmlillI. 51 IN IN-ji I 1• MAX FROM CORNERS 6' MAX. r O.C. 1_ 1`MAX FROM CORNERS 6' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX rFROM 12• MAX. CORNERS O.C. 16 U ANCHOR STTIAP FROM IL P/N 50.2"5.2 C FFROM SEE SHEET 5 FOR DETAS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW moll ANCHOR STRAP P/ N 50-2995-2 SEE SHEET 5 FOR OETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverUmi L% Anck rx,n 171 am r. a.m FMM:.nct w onae a hall ammo um u= ZUs m23 mom` uj at aW r c o 1+ mH J OG aN m a 7 ZW W H lIIIIILLLLI` R Nz V6 ' SWb002 IEET: 3 OF 6 CONCRETE/ MASONRY 1 1/2' MINBYOTHERSEMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS a 2X W0OD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/B' MIN E06E MIST. t8 WOOD SCREW INSTALLATION ANCHOR ' ' ' ' • ' • • • • EXTERIOR FINISH BY OTHERS v4• MAx. PERIMETEa SHIM SPACE SEIf\ O. ALANT BY OTHERS 1 UNITHEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 g VERTICAL SECTION Q NEAD - 2X WOOD BUCK NAIL iW SEE GLAZD46 OETAM. SHEET 6 EXTERIOR INTERIOR O. A. UNIT HEIGHT PERIMETER SEALANT t BY OTHERS-- 1/4• MAX, EXTERIOR FINISH SHIM SPACE BY OTHERS a WO00 SCREW ........ INSTALLATION ANCHOR 3/8' MIN WOOD BUCK BY OTHERS E06E DLST. SEE SHEET 6 F0 CONNECTION DETAILS T. e , a CAULKBETWEENCONCRETES MASONRY TE/ BY DNCREMASONRY62X1L2• MIN WOOD BUCK BY OTHERS EMBEDMENT AQ VERTICAL SECTION Q SILL • 2x WOOD BUCK NAIL PIN 1/4' MAX• MIN. 3/8' E06E DISTANCE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREA05 SEE GLAZING ' PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE INTERIOR Xg 6R.5 SELF-TAPPING'SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH C HORIZONTAL SECTION q) JAMB - METAL STUD NMI. AN SilverLine L- Arulemwn g711 nt: nvlan+ E mart rneni uuwsvuc w or+oe 3 I 4,A. Qgr, aN 3ac3fWay W WSWm wm •` VN muj0, 0 < ^ F d P1 i G m A 40 0 G a ud Z Lu 4 LY ow d i N l# PR``r E m-A m2 o-aiv`i G y N OWG v: SWD002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS ' CAULK BETWEEN • CONCRETE/MASONRY BY OTHERS ............. . EXTERIOR FINISH I PERIMETER SEALANT_- BY OTHERS / O.A. EXTERIOR UNIT HEI6HT SEE GLAZING fOETAIL, SHEET 3/4• MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS E SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE 4 SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 v2• MM DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4• MAX SHIM SPACE 1 INTERIOR VERTICAL SECTION 5 HEAD -2XWOOD 8UCII THROUGH FRAME SEE 6LA23N6 DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN A TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP UNIT PIN'50-2995.2)' DETAIL AT HEI6HT RWHTFOR INSTALL,REQ. PERIMETER SEALANT BY OTTiERS- 1\1, 1/ 4• MAXSHIM SPA CE i EXTERIOR FINISH BY OTHERS 4 I vt• MIN. EMBEDMENT PRECAST SILL 4 BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR • 4 f3/4- MIN! 4 EDGE DISTANCE VERTICAL SECTION S SELL- CONCRETE/MASONRY THROUGH FRAME EXTERIOR O. A. UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/ 2' EDGE DISTANCE MID 60. 5 SELF-TAPPIN6 SCREW INSTALLATION ANCHOR METAL TUBE/ STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION S JAMS - METAL TUBE/STUDORAPPROVED MUWON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4,0000 FRAME, HOLES PROVIDED200002 0000 TO ACCOMOOATE 014DIA. 0.500 0.0620 0. ) NX2) 1 1 3. 0000(2)—T--6.0000 N - INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP ( P/N SO-2995-21 OPEC. SEE ANCHOR REOMEMENTS BELOW. ARAP ANCHORING REOUIREMENTS: AMOR, FR INSTALLATION TOCONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1- 1/4* EMBEDMENT, MM 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-ORD IT SCREWS. 6R. S. PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' E06E DISTANCE, C. FOR INSTALLATION TO WOOD. USE (4) $*10 WOOD SCREWS PER STRAP, MIN. 1.1/2' EMBEDMENT, MIML 1' C06E DISTANCE. Silveri ItAmlefwffmmk IN ruaa• ra- aaaaa a4. 0..Efa.eaE OttvE Nooew ruavcccw 4nee Mf7ular i0o0 z N Z! i a w m z Lu Vl 4pW L d 1 O Aa G . o e mN mz h u2 DWG a: SW0002 SHEET: 5 OF 6 INTERIOR INTERroa SMALL' FRAME ilk'LARGE'FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION H HORIZONTAL SECTION MEETING MU 6 INTERMEDIATE FRAME MUWDN I- ALUMINUM SASH RMFORCD46 IS REQUIRED FOR THE FOLLOWING SIMRATLNGS: 48 X 72, (O/X). DESIGN PRESSURE •/- 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74, (OM. DESIGN PRESSURE •/• 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-OM. DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/)), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1 c - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SrWRATrWS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SUE/RATINSS: 76 X 62, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FM AND ASTM E 1300 . GLASS LOAD RESISTANCE. EXTERIOR / INTERIOR 1 0 MIN. CLASS BITE VY OLB• SETTING BLOCK GLAZING bETAIL 1 NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1• MIN. CENTER TO CENTER SPACIN6 BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK L4• ITW TAPCON ANCHOR 4• FROM CORNERS W MAX, O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4• MIN. EMBEDMENT 11/2• MIN. EDGE DISTANCE 2- MIN. EDGE \ DISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine b:E+mWsw ee+•. eeee• ac bmwfttw a:.e N"TN Ak"!. uk w awe we(P.A•21" 0 Pao```, i DwG U: SWD002 SHEET: A OF t BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — 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' 0.0 i 0 7 _ T T 0• C OP.• : sstONAL Hermeslow P.E. Florida No. 73778 BUILDING DROPS 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 ld 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 61' 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 SWO002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 i 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: 0 AAMA/WDMA/CSA 101/l.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 ft: 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 Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR it Gauge Roofing Nails OR lod Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon.type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 IM2018 Florida Building Code Online SCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Unks Sear dbpr a 011A Product Approval USER: Public User Product Approval Menu > Product or Application Search > FApolication List > Application Detail 0C.7;0QC r.: ern,.•, FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits f nal.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4092sYOvu%2bwerWmooed2jO°/a3d%3d 1/2 1 /2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 FL# ° Modelt.Number oNarme ' Description VY' •' 12194.1, Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use, Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.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.odf Created by Independent Third Party: Yes, Back Ne.t The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 dick here . Product Approval Accepts: M®®o© Credit Card Safe https:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL4Og2sYOvu%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 (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea& 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.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 ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6°t Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0aY 1RI ,p''.'i VP'••'\G E NSF , ' • No 74021 STATE OF O R ` O P N CERTIFICATION OF INDEPENDENCE 2017.09.01 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 TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit — 8-inch o.c. Fastener Location If - Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 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 8-inch O.C. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width 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. aced 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch ocand securing each finishing nail with min. 3/16- 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi 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 0.072-inch diameter 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 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. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch O.C. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 I No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- W00d leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. chinch ailshanknail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1 x2 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. 76.6spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1 x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 160 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 ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. /.- anchored to ga.1l4-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. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nail 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 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 APPRoveo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/8" head dia. nail with min. Su" engagement(for wood aubaLrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" angagament(for concrete or block subatrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I II \-"F' CHOANFNEL IT OVERHANG WIDTH VARIES) 12F-3' Wood, Cone—tA or Block a 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 ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ' , DIAMOND PATTERN DETAIL— 1 CROWN STAPLES ' USING A DIAMOND (1{++--31V °RVCDiINVOWi PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4- TRIM NAILr7'F' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4- X 1/4- DOWN CROWN STAPLE 40FFyT_ 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN I I—CHANNEL 1-3/4' TRIM NAIL screwed to soffit PAINTED S.S. 48' with one(1) k8 x 1/2" x 3/9" head O.C. diameter screw, 16" o.c. SAFF(T—max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN 1 I FACIA eoato AIL a*wm i ST n cs I ASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAILSTAPLE 'S' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAIL FASCIA BOARD PAINIEU S.S. FASCIA CAP SOFFIT 1'.4- CROWN STAPLE OPEN RAFTER FASCIA BOARD u W S/r 14U 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT 1 FASCIA OETAIL 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 16F-3 No. I Installation Detail Min. 3/8" head dia. nail with min. 114" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood. Conc—A or Block t5 FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE OPEN RAFTER 3/4• X: 1/a• ' DIAMOND PATTERN D ETAI LLCROWNSTAPLES` USING A DIAMOND wT'A srOLts i PATTERN FACIA BOARD `` i FASCIA CAP 16F-4 MN 3/4- X 1/4- CROWNJTRIMMLFACIA BOARD 8. 1 STAPLE ON CENTER 1-3/4- TRIM NAIL P• FCHANNEL CAW BE PAINTED S.S. 48-CAPINSTALLEOWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4- X 1/4- CROWN STAPLE SOffTT_ max. 16-inch spanWOODS SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1',4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-tj' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND OETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo FASCIA CAP; REFER TO SOFFIT t FASCIA F' CNANNEI DETAIL SOFFIT; MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nKrWM SOFFIT STAPLE GIST DIAMOND PATTERN DETAILErFACIABOARDKTVQIIi STS / 3/ 4' X 1/4' CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J- 1 r— CHMNEL3/ 4' X 1 /4' CROWN B' 1-3/4' TRIM NAIL FACIA BOARD 1- 3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O. C. 3/ 4' x 1/4' CROWN STAPLE SOFFIT — max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAI 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 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'a}' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'a4' CROWN STAPLE SOFFIT STAPLE OIAMONO PATTERN DETAIL 1 TRIM NAP. FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'e4' CROWN STAPLE — fASCIA CAP; REFER TO SOFFIT t FASCIA \ DETAIL NaaiSTP T Batten Anchored to SOFFIT; MAX. 24' I I 3/81 f-[XANNEI Rafters rawith one ld I RingShankNailatWOOD SUBSTRATE every Rafter / I SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1-et' CROWN STAPLE t t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT L FASCIA 24F-2 & DETAIL 24F-5 Pet' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA OETAIL Nominal rar STP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Id RMg Shank Nad at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRW NAIL FASCIA BOARD ttGA i' i-NAILS PAINTED S.S. CAP SOFfIiI 1'.4' CROWN STAPLE 1 f' TRW NAIL FASCIA BOARDPAINTEDS.S. SOFFIT 8 FASCIA 24F-3 8 OETAIL 24F-6 1'e!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1'22' SYP f-CHANNEL Batten Anthored to SOFFIT; MAX. 24' Rafters with one Id Ring Shank Nail al every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAZI FASCIA BOARD PAINTED S.S. 1'14' CROWN STAPLES FASCIA CAP USING A DIAMOND SOfflr PATTERN: REFER r0 SOFFIT STAPLE CANTILEVERED 1's4• CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 TRIM NAIL SOFFIT & FASCIA PAINTED s.s. DETAIL 24J-1 8 r.• EaawN srAPIE 24J'2 FASCIA CAP: REFER TO SOFFIT L FASCIA DETAIL / \ NOMnal t• 12* SVP battens 8- acabetween 1)? d and SOffli: MA%. 24' 1- CHANNEL secured With one (t l 7d nn0 shank nail straight-nallea thmgh the rafter Into Ins ens WOOD SUBSTRATE of the oattan at two (2) Td \ / ring shank nabs We-nMed on it tide of me bettern at the batten/ rafter tntarsectlon / 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 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 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. S. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hofft 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 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 1 -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 1 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 1 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 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 offtght 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 66 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 F 66 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 1 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 1 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 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 D Building Type Zone Mean R offtHeight 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 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 r60 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 r60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 • 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 318' PROFILE ISOMETRIC VIEW 3/E- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" 1/8" HEM f 1/41, T 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit azsTW DAM TW 18' BLANK 3 / 8 PROnLE rry oaoao oalu 000ao a000 000ao 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2,' 13.75" BLANK 3/8" PROFILE 2."r acr a sr NO. 0 2r TM 0 2r iY0 000a 0 0 aaaao 000 oaaoo 000a END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE C EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Efliibf 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 FEIC 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 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 ALUMINUM COILS, INCSoffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. c E N S 9% s 2017.09.01 No 74021 1 0:06:1 8 • v 04'00' 0 '. STATE OF 0 T • : Zachary R. Priest, P.E. A% P O R •'•?` Florida Registration No. 74021 S pNA E` Organization No. ANE9641 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" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location II+ 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 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J-# ApprovellyaLems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 1 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-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 W0od crown staples in diamond pattern Wood crown staple spaced 8-inch o C. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12.1-1 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- 53.3 t 2-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap t 2-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 26.6 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. Minch 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 1 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 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 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.t/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. hasanknilchinchail 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 staple spaced 8- leg s 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 1 x2 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 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel , Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) 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 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 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 I 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 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/.- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood owinchcrn x 1-inch x 0.072-inch diameter finishing nail with min. t60 12- inch 1) min 2 25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8- inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing 24-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.t/4- between rafters with inch crown x 1-inch one ( 1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three (3) 18 nail straight -nailed female lock or a . /. - 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 or two (2) lap Wood 8- inch o.c. and finishing nail with min. 53.3 inch x 7d ring gpattern spaced 16- min. 2.25-inch x 7d securingeach panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0 072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovEn SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3/8" head dia. nail with min. 1X" engagement(for wood aubatraLO or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagament(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood , Conc-- or Block a 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-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND La• 2ctvCD11 rocs i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAILrr.r 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- DOWN CROWN STAPLE SOS_ max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Ljf n ` SOFFIT STAPLE GIST DIAMOND PATTERN I I QUAILa FACIA BOARD ; sr.ats A J. 3/4' X 1/4' CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4' X 1/4' CROWNCIA B' 1— CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 4S.S. PscrewedtosoffitPANTEDone(1) RBx S.S. 4B'with FASCIA CAP 1/2" x3/6" heed diameter screw, O.C. x 1/4- 16" o.c. WN STAPLE SOFFR—sax. 12-inch span S 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRO1 NAIL FASCIA BOARD PAINTEU ik.5. FASCIA CAP SOFFIT 1'4- CROWN STAPLE OPEN RAFTER FASCIA BOARD N 61 S/r t•N6l 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!4" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" 16F-3 CHANNEL wood, Concrete or clock 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 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 Lj 1 3.V K. ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4• ; DIAMOND PATTERN D ETAI LCROWNSTAPLES1 ; USING A DIAMOND _j sua cs i PATTERN FACIA BOARD ` i FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. f CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• X 1/4' DOWN CROWN STAPLE LSOFFIT-m&x- 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAILIr ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1',4* CROWN STAPLE OPEN RAf1ER FASCIA BOARD 1'11' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TOODETAILSOFFIT 1 fFASCIA F' CHANNEL SOFFIT; MAX. 16' L SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation detail OPEN RAFTER nKNTM` SOFFIT STAPLE GIST DIAMOND PATTERN I I DETAIL FAca BOARD .. crvcn i ST wcS , lf 3/4' X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 Mill 3/4' X 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL CWWNEL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 4a' FASCIA CAP O.C. 3/4' X 1/4- CRO WN STAPLE SOFFIT —max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL fASCu BOARD PAINTED S.S. rej' CROWN I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1'af' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 CROWN STAPLE fA5[IA [AP: REFER TO SOFFIT t FASCIA \ DETAIL Nerat' STP L BattenAnchoredtoSOFFIT: MAX. 24' f- CHANNEL Rafters rawith one Id Ring Shank Nail at W000 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'e!' CROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-5 1'e1' CROWN STAPLE FASCIA CAP; REFER TO SOffIT 1 FASCIA DETAIL Nominal rar STP Batten Anrharea to SOFFIT; MAX. 24' F-CHANNEL Rafters rich an* Id Ring Shank Nail at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. Al"- 14GA i' T-NAILS I FASCIA CAP SOFFIT Px!' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 I'xt' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal rx2' SYP Batten Anchored to SOFFIT; MAX. 24' f-CHANNEL Rafters with one 7d Ring Shank Nail at very Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1's1' CROWN----\ FASCIA CAP STAPLES SOffIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED 1'st' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 10, SOFFIT & FASCIA 1 f• TRIM NAIL FAINTED S.S. DETAIL 24J-1 & I'q- CROWN STAPLE 24J-2 FASCIA CAP; REFER 1O SOFFIT A FASCIA oo DETAIL e• Noralnel is r SVP battens seadoed rattan and SOfFIi; f1AX. 74' 3/8"1 1-CHANNEL h9hbetweentecuredwtthone (f ) 7d rang Ishanknailetrelght•nai ed through the rafter Into the end MOOD SUBSTRATE of the batten at two (2) 7d Mg sttatk nada loa-naaed an elthef aide of the batlem at the oabaMraRer kttenection 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 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 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 604 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, Ka = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 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 1 16.0 1 18.3 1 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 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 RooHeightfft 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 F 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 Design Wind Pressures for Soffits in Exposure 0 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 62.8 1 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 7 3/4" H 1 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/E" FROM 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 5 3/4" 7/81, 1/8" HEM E 1/41, 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0.1Tr M 18' BLANK 3 % 8 PROFILE auras o 0000 0000 oaoa aoa 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 1/6" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" r, 1/8" 1/8" 3/8" 02rM 0.12r ro 13.75" BLANK 3/8" PROFILE 2. nr ur a000 oaoaa 000 ooaao aooa 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 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. 1/2/2018 Florida Building Code Online it 7• , . •.., 1,. %-` Y+-•. T SOS Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications FBC Staff SCIS Site Map Links Sear FlOfI dopr Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 193S5 610) 893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Harrier 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.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 U 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 r .' : .!.i Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%2OAPPROVAUFlorida%2OBu ilding%2OCode%200nline.htmi 1 /2 1 /2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/1S/2017 Date Approved 12/12/2017 Suntma , of Products a p IP! od' rN mb o Ne ,e i, rasphal tl tiha..-. o r754TCertainTeedAsphaltRoofShingles4-tab, strip (no -cut-outs), laminated and architectural roof shingles Limits of Use Approved for use in HVH2: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other, Refer to ER Section 5 for Limits of Use Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes Back§ Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Oepartment with an email address which can be made available to the public. To determine If you are a licen: under Chapter 4S5, F.S., please click here . Product Approval Accepts: Credit Card Safe file:IIIC:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 6S1-S847 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.OS-R13 FL54"-R12 Date of Issuance: 09/22/200S Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`b Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearirq was authorized by Robert Nleminen. P.E. on 09/OS/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6"' Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/200S UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, 03462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, 03462 TFW2.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & 03462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (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 3S32.09.OS-R13 Certificate oJAuthori:otion a9SO3 6' EDITION (2017) FBC NON-HVHI EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 2 of 12 QO-rRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT" 25, XT" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont*, Belmont° IR, Carriage House Shangle•, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark"' Pro, Landmark'" Premium, Landmark"" TL, Landmark"' Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland Slate"' and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVH2 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 R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,=d = 150 mph (V„It = 194 mph). 5.4.3 Classification by ASTM D71S8 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 (RA for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,Sd = ISO mph (V,,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate oJAutharhation 99SO3 6' EDITION (2017) FBC NON-HVHz EVALUATION F1S444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 3 of 12 Q0TR1NrrYJERD It 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC iSO7.2.7 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.S. 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 G?20' XT"" - XT'" 30, XT" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE 6.4.1 6.4.1.1 ENGLISH 12" 12" 12" 305 am) (305 mm) 305 mm)- t-l"(25mm) selant 1"(25mm) 5 S/9" (1 45 mm) 5 r/2' PbM mood T METRIC 131/e" 131/e" 13IN' t" (25 rem) 1" (25 nm)-( T Figure it -3. Ilse four nails for every frdl sbingla Use four nalls and six spots of acpltalt roofing cement* for every fill shingle (Figure 11.4). Asphalt roofing cement meeting ASTN D4536 Type If Is suggested. J - - Li Raoling Cement Apply 1" (25 mm) spots of asphalt rooting cement under each tab corner. Figure I1-1. Use four nails and sir spots ofaaphall cement on skp s4pac CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridee for CT20'", XT'" 25, XTI 30, XTI 30 IR: Cut Shingles 25 MMI) 2" (50 mm) Remove r 11 11 11 12" Cap Cap Cap 305 rem) Shingle Shingle Shingle __ILL Figure 11-24: twat tabs, than trim back to make cap sbin#m English tlinwmsions shown). Figure 11-25. installation of caps along the hips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic° NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-R13 Certificate olAuthoriiation a9SO3 6' EDITION (2017) F8C NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SB47 Revision 13: 09/OS/2017 Page 4 of 12 QOTRINITYIERD 6.5 I ARCACIIA""' LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for even' hill shitlgle loctutd tts shown heloa_ the SIX nails and Fouit siwts of a pltah roofing cement for even• full shingle as shown below. Apph' asphalt roofing cement 1'(2i mm) from edge of shingle.:lsphalt roofing cement meeting MUM 1) 4186 lipe II is sukNeswd. 1'(2S mml 1' l25 mm) the Lett L U the 1.125 mm1 1' (25 mn1 the Lee Fignre 2: L!ec six uailsfi,r crun fall sbiqlfc, LL L 2 figure 3• Uso six mils nod jutrr speits of aspball reu fnQ cement nu e/(.Vp e!u/ws. 6.5.1 Hip & Rid1:e for Arcadia"': Cedar Crest"', Cedar Crest"e IR Use two (2), minimum 1Y4-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y.-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM 03161, Class F performance use BASF "SonolasticO NPI"A" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NIP 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* Hand -sealing adhesive 4" 3/4" — I 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-R13 certificate of Authorization 09S03 6°1 EDITION (2017) FBC NON-HVHI EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page S of 12 6.6 S'(16MM Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. I OWN 1010, IIIitI o AddniorvJ =13 it mawmd. QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. i pa Is-, L14RNIM, 1I 191 r (zs mmj aaofing cemau 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 17-1& S'bangle" Ridge. t 8' Exposure Remove tape from the right side 8' and fasten SECOND Fasten the 1 Z left side 851a' RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® Ridge sbingles on b/ps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'm" adhesive or Henkel " O Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization p9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SB47 Revision 13: 09/OS/2017 Page 6 of 12 6.7 LOW AND STANDARD SLOPE Use five nails for every full Shingle. Figure 17-4.- Use fire nails far Berryfug Grand hlonor Shingle. Carriage (louse Sbangle, or Centenulal Sole~ QOTRINITYIERD STEEP SLOPE 115c seven nails and ffirw ,lxns of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spas of asphalt roaring a:nacni for teeny rill Carriage Ilouse Shingle and Ccmennial Slue. Apply asphah roof ng cement 1' ('25 mm) from Ldge of shingle figuro 17.5). Asphalt roofing cement mixing AMI 1)4SR611pe 11 is suggested. 85 M0 251mm) — figure 17•5. Wen lustaffing Grand .honor Sbongles on steep slopes. use serea nails and tbtee spots ofaspbalt roofing rnntent. 6.7.1 Hip & Ridge for Carriage House Shanele® and Grand Manor Shanele: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6.8 DMARK'"", R, LANLANDMARK*'" IDMARK'"' PRO, LANDMARKLm PREMIUM, LANDMAK"" TL., RL LANANDMi. SOLARIS, INNDMAR1060-0 0 -k 9 1 S1 IR, NORTHGA TE: LOW AND STANDARD SLOPE LANDMARK TL METRIC DIMENSIONS IT' 143/ 4" 12" 1--(305 mm)-- --(375 mm)-- --(305 rem)--) arer ..re.rre..w w eaouaesrowoe I•-1" (25 mm) & 1 a Tape 1" (25mm)--I •- I1h" Nailabler Area Exterior Research and Design, I.I.C. Certificate oJAuthoriration p9SO3 NorthGate: 1311Y" 13" 13'/ 2" 1--(343 mm)----(330 mm)-- --(343 mm) 1"(25 mm) 1" ( 25 mm)--I -- figure 13.4: Use four nails for erM- fill sbingle. VADE 1"NG 12 14 314' it 1AREA It 4305 mm) - +— ( 375 mm) +- (305 mm) - r Naang Limn 1' ( 25 mm) UPPm nai too r ( 2S an)— f afar nad Ina I I F.W) T7— Ma& g enaa for low rand tUndard dopes (ham 2:12 b 21:12) Mal beraw upper 6 bier Ines as shown above. 6°1 EDITION (2017) f8C NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; ( 610) 6S1-S847 Evaluation Report 3S32.09. 0S-R13 FLS444-R12 Revision 13: 09/OS/ 2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See bolo«-. Asphalt roofing cement should meet ASTNI D4586 Type It. Apply r spots of asphalt roofing cement undo each corner and at about 12' to 13" in from each edge. METRIC DIMENSIONS 12--- 305 mm) 1"(25mm) Nail Area }- fbr Steepj 25 mm) {---- 143/4" 12'• 337755 mm) m) wr ( 305 mm) 0easet cape 1 (2 Cement STEEP 12' SLOPE ---(305 n NAILING AREA I 25 mm; LANDMARK TL NorthGate: 14-3/4' 1'(25 mm) FM I QOTRINITYIERD ` 131/2" 13" 13t/i' 343 mm) (330 mm) (343 mm) 1 "(25 mm) 1'•(25 mm)— I I 54=%va Figure 13-5: Use six nails amifour spots of aspball roofing cement on steep slopes. 12' 305 tr 1'(25 mmj Nailing areas for steep slopes (greater than 21:12) and "Ston"ailing" Nail between lower 2 naa tines as shown above. 6.8.1 Hip & Ridge for Landmark"', Landmark`" IR, Landmark'" Pro, Landmark"' Premium, Landmark'" TL, Landmark'O Solaris. Landmark"" Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97hr 305mm) (250mm) G 6' giSryg 41S/Ifi 150mm) (150min) 125mm) I (125mm) Notch for Centering 1r Srnm) Notches for Alipnmeet to the Top Edge the Previous 7 of Cap for5'(125mm)Exposure English Dimension Shadow Ridge'" Notch for Centering 131/4' 337mm) Notches for AlignmeM to the Top Edge of the Previous 75B' 196mm) L \ Caplor5SX(141mm)Exposure 1. Exterior Research and Design, I.I.C. Certificate plAuthoriration a9SO3 61" EDITION (2017) FBC NON-HVH2 EVALUATION Certain'reed Asphalt Roof Shingles; (610) 6S1-S847 Metric Dimension Shadow Ridge' Evaluation Report 3S32.09.0S-R13 FLS444-R12 Revision 13: 09/OS/2017 Page 8 of 12 If 13 1/4' 337 mm) 9 27/3r zso 125415I16' (t25 mm) NorthGate Ridge QOTRINITYIERD 13 1/8" mm)— I.. G—(333 6 SIB--01M6 S/81-I168mm168mm 1 1 Centering 7 rfir 13 1/4' ` Notch I 1 194 mm) (337 mm) Align these I notches to top edge of l- 1914 mm) previous course. NorthGate Accessory 305mm) — 1 f i Laying Notch I I r;- y Cl ///' I I Figure 13-2& Use laying notcbes to confer sblgglss on bips and togas, and to locate the comacl exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NPi' 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 Crest"', Cedar Crest"' IR hip and ridge shingles. Exterior Research and Design, I.I.C. CertificateclAuthoriration N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Evaluation Report 3532.09.05-R13 FLS444-1112 Revision 13: 09/OS/2017 Page 9 of 12 6.9 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 mm) 5 114' 133mm) a . • • 141/4' 1 1/2' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6. Fattening Fmddentfa! and Presidential TL Shake shingles on low and standard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle Lab. After applying 5 nails in between die natiing guide lines, apply 4 nalls I' above lab cutouts making certain tabs of overlying shingle cover nails T 1' diameter asphalt roofing cement Figure 16-7.• AuA nirtg Pmsidential and hesidcmlial M Shake shingles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shake'm OR, Presidential Shake TL"A, Presidential Solarisl: 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® NP110" 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^' OR hip and ridge shingles. 6.10 LOY4 STANDARD AND STEEP SLOPE: Imm) — r Jin :II : :J 1 ) NKr 14-15-1: raneaity naaerarS 14ft ou Snrp Skper Far steep slopes, me Oro nails and eight spas of asphalt roormg Figure 13.3. Fastening 1Mtlems 01ng1es on cement for each fog Ilatteras shingle as shown abme. "IY 1' Lotran.4Slautard.tfopes (]Smm) diameter spas of roofing cement (A srst n 4466l)pe 11 For Imv mud standard slopes, use rite nails for each full suggested) under rarh uh comer. Press shingle into place; do not Hatteras shinglem shown abom. espose cement• cmrrnom he much cooling cement can cause shingles to blister. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 certificate of Authorization n9S03 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/05/2017 Page 10 of 12 r, QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras': 6.10.1.1 Option 1: Accessory for Hatteras Figu m 15-14: 18 three-piece units separate to make 54 Hatteras Awsory sbing4n 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 mm) I I I I I 460mm) Fastgo\ I— — — 18" 460mm) 18" 203 (W) — S`d25vm\ Cap Shingle Cap Cap Cap Shingle Shingle Shingle 2 Figure 15-20.• Cut Hatteras sbingles to niake comer cap. Figure 15-21. Installation of caps along kips and rids es. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 I HIGHLAND SIA TE'", HIGHLANf) SLATE"" IR: LOW AND STANDARD SLOPE r 00:OM Tao 1 Rbmf f as em QS mnI 1—y oyr7.om j Mam•OoE rpur" 9x nhhtro wie 1•(25mm) inall4A ow tinier —.n ,— o.W ea unto) Figum 11-3. Uso MIE nails foremvy 1Hgblartd Skid sbrngla STEEP SLOPE Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland State shingle. For 1 and -Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASM 04586 Ape II is suggested. Mem.eeae repune six nam (me erb imieb0 ew Of W oAWad ml Figure 11-3A: Use FIVE nags and eight .spots of aspbatt mofrr(Q cdnent under each tab come. CAOTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Hikrhland Slate'. Hiehland Slate" IR: Refer to instructions herein for Cedar Crest"A, Cedar Crest"' IR or Shangle Ridge"Ahip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 CerrifrcareolAurhorizodon# 9Sa3 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-11112 CertainTeed Asphalt Roof Shingles; (610) 6S3-Sg47 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Usc FOUR naik for evm full shingle loca led as shown below. S`nl>fm i -- 6-I/d~ ti—-- t (25 mm) j — — j ;' (25 cry}+•' 1561 lit T1 (i -1) (I3it O QOTRINITYIERD STEEP SLOPE l'sv: F(IlSll nail. and lour spras of asphalt rasfing ccmcm for every full shotglc aI shown below: Asph:dl ro(ding cctnall nlwing.L4ol IA586 lw II is sugguaed. Apply I *Qi uun) SPoLe Of aSplk.dt r(K)flll_l' cauctill :u shown. CAIJ710,N: Excessive use of roortug cemcrn can cause shingles L. hleslcr. r. 1t—, — ------r----- p56:m) t •_ e o T Raetlatl Cement 6.12.1 Hip & Ridee for Patriot"": Refer to instructions herein for Cedar Crest Cedar Crest"' IR, Shadow Ridge"', NorthGate or Shangle Ridge"' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificote oJAuthoritotion Moll 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 12 of 12 1 /2/2018 Florida Building Code Online ines_s fes_s:ion al R ea.ul alt ion SOS Home I Log In 1 User Registration 1 Hot Topics I Submit Surcharge I Stats 9 Facts I Publications I FSC Staff I SCIS Site Map I Links I Sear. da Y 1g Product Approval USER: Public User Product Aooroval 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 TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlaymen final-pd 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:lAvww.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgtF2Aezuadg0tAramDGm5ebtSwRW28J8d8c6lCFKFGNQ%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 Summary of Products FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eva[ Reoort 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 Reoort TAMKO Underiavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underiayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort 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 RS AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final_odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 It TBP14001.4 2017 FBC Eval Report TAMKO Underiavments 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 Parry: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Parry: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Reoort 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 TSP14001.4 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 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.pdf Created by Independent Third Party: Yes https:lAwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0AramDGm5ebt5wRM8J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" 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:/twww.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOO 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 TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC 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 50OF except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile 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 es Clay and Underlayment Shingles Shingles Roofing Shakes ShConcrete Tile TAMKOO ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKOS ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOO 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES En& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PFiY No 74021 STATE OF .' QJ do Al '• l O R 1 O• ,. SS'O N A' 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 No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" 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:/Mrww.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOM Master ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt 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. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC V • f TAMKO® TAM -FELT Altemate 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 TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS 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. Undedayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering 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 TAMKOS ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKO® ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard(10 Y N N N N N TAMKOS No. IS ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOS No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKOS 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 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Eflifty 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PRY No 74021 it = O STATE OF :QJ ON A'L 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, not %Anil 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 evaluabon. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, RE does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/1018 Florida Building Code Online c. - f c- /Ili . •hil 11 BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats A Facts Publications FSC Staff Iicts Site Map Links Sear. d Fbr*& A Product Approval 1 USER: Public User 1..`J1 prl.Ell Product Approval Menu > Product or Aoolicatlon Search > Aoolicatlon 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 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No - N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 11/08/2017 11/12/2017 FL # Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL3792 R10 C CAC Lomanco 13S-2000 - NOA 1605102S.gdf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 08/17/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 135-2000 - NOA 160S1025.ndf ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Verified By: Miami -Dade BCCO - CER Vent shall be installed over composition shingles roofs only. 3. Created by Independent Third Party: Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Evaluation Reports 3792.2,' 1730 Roof Louver. Aluminum Roof Louver Limits of Use Certification Agency Certificate, Approved for use in HVH2: Yes Approved for use outside HVH2: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 1_6.051028.od1 Quality Assurance_ Contract Expiration Date Impact Resistant: N/A' 08/16/2021' _ Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required: FL3792 R10 11 Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model Created by Independent Third_Party:; 730,750,770 Roof Louvers shall not be installed on roof mean_' Evaluation Reports` heights greater than 33 feet.; FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent_Third Party: Yes 0 o rXT&MUffrRMTL e Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.nd1 Quality Assurance Contract Expiration DateApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 I1 Lomanco 700 Series - NOA 16051028.0df Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.gdf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odi Quality Assurance Contract Expiration DateApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 It Lomanco 700 Series - NOA 160StO28.ndf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model Created by Independent Third Panty: 730,750,770 Roof Louvers shall not be Installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes 3792.5 1770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL3792 R10 C CAC NOA 15-0709.09.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R10 11 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 smiN xi,riI The State of Florida is an AA/EEo employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https:// floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, 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.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC-98&99 TAS l00(A) 03/ l6/95 LOM-013-02-01 TAS l00(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with l'/<" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMIFDADEeouNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A M Mm ME 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 WML4kM F DADE C0j" Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES F 1 20,31 1 11 ,5.33 DETAIL B 11,00 16,00 750 SERIES LOUVERED ROOF VENT 91 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 2' 33 1 5.33 I I DETAIL C I I X 1 b.flQ —i 750-S SERIES LOUVERED ROOF VENT 4 1 4 .? 1 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 9 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMaQADE 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. 15-083 l .07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMPOADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification 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/l6" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/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 l8" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply V? 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 6IG20-3 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/t6/21 Approval Date: 06/30/16 Page 5 of 9 plVIPa, III-, - - a Mm i mMAM 700 SERIES LOUVERED ROOF VENT plVIPa, III-, - - a Mm i mMAM 700 SERIES LOUVERED ROOF VENT i DETAIL B 16.00 ---J 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/2t Approval Date: 06/30/16 Page 7 of 9 DETAIL C 1i.00 , 16.00 750-S SERIES LOWERED ROOF VENT MIAMMADE COUNTY lFil...• 91 P-! 4.9 i 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 9 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM40rArDE 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.¢ov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A*A-. Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification 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 274/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/e" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 Forr M. = F, Mo M M m m M M 700 SERIES LOUVERED ROOF VENT Forr M. = F, Mo M M m m M M 700 SERIES LOUVERED ROOF VENT t e 1 I 20.31 I + 5.33. DETAIL B 11,00- 16.010 750 SERIES LOUVERED ROOF VENT 41 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 5.33 i i DETAIL C 16.D0 -- 750-S 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 I i 1 II 27.25i 1.:33 I i 23.0a 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 r acts Mome Log In User Registratlon Mot Topics Submit Surcharge Slats 3 Facts Publications FSC Staff SCIS Site Map Unks Search b a r Product Approval $ USER: Public User Product Approval Menu > Product or Aoollcatlon search > Application Us t > Application Detail FL # FL1S8-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cpa rrino@castcrete.com Authorized Signature Craig Parrino cparfino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category. Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 I Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FI.1S8 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 RIO C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FLIS8 R10 It NOA 17-0821.18.odf FL1S8 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: eack rlost Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EE0 employer. Convrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact SS0.487.1395. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If Uiay 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 d 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 4SS, F.S., please didt there. Product Approval Accepts: Credit Card Safe M IAM l-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 DI'VTS[ON Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.ny/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 AM. 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 A -U (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 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. k, NOANo.17-0821.18MMI1a# EeuOoNrr J(/( Expiration Date: 09/11/2018 Approval Date: 09/28/2017 O l2 $/Zo j7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino. P.E. B. TESTS 1. Test report onflem-al testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 209 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1. 2002. 2. Cast -Crete Quality Syslem Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Draiving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing tYo. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 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 Regulatory dffairs. 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 Mianti-Dade County Department of Regulatory and Economic Resow-ces (AER). E. MATERIAL CERTIFICATIONS 1. None. A -,, Y elms A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 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 ofRegulatory and Economic Resources MR). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Floyzda Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. U' 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 N o HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4"' SOLID LINTEL DATA TABLE EL'lt?1FL 1tiSi C>CSiIL'I lL::.l Irs-a I fl1TPl7 t"L9 r_•: .tA 1. .•lid av-rf .1!1i1 .i I W1i Mu O_:lli:l taii+Y1•n.j;rS r^ r> II ra.LafF Q9. 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OF IT LoMft r- - MOO M Fell 0 ASS LAtfl SOS S - 4 U Y AI[ Savaem AAW rAWShcm MOM YCL L WDO SAIL OutL W COT MU 0K "M 10 W 0a IWII CIW S W S rAM Mt to OI 0 qD it I= UMM Anti WCAWD 1M FOOL xG PA '' PRDDucr RwvLwD G E +'. ascomw a wlib leo PIMt CM • • : A"Ppna Noi -O 2 PRDDUCTRBVtsllD MLV* % B osoo lPhl"tmid%tuFww, 0.4 - /6 p,dts caft ltMf txllo% B CRMPARAIND 0RtiQ• G•• BMCR679 rr oN '••• FlSUFNEFLL RE F 0. 3475a6 PRECAST AND PRESTRESSED LINTEL DETAILS Ge4 a MM e 1) Wow F mnead'va ` . r Wpdrd! n Ails IUD 04 nat•r Aw ASOr C20 bi• u r s I) A rM Id mlh+ aN oq riM uo 4 tub ao" beatV. iiuf]bflt SSW bto fa'beby i I buftq kWh bh- m , > bd s ace 3) Wedea M nWr bd N bee Wtv. h pv aaadr b pr lhde b loch la Print nda0m 4 ysa 40 4M weed nbr. busts i% III n'dad'a s ;• IS4101,•H IbD IQ 1tZOD0 S) N bleb med r aaad,l/!60 alkIM use Isuse 4. is w cooe omm aa6f0 Va !MM BC9M 1) SAaa Or Lobb w npbai M M 4' ub taeb to be Irtld / 4' &mWn bab•dd ad 9' eaarJee ra+heL 2) MM/dMdmmi ar Wd awl CM* dP w ariBathinl 9) Ike dp%nw rq adds er edrdd bob ban to w6 bee 1•b1w b/ edP Pa M `lamdfntn .da'l* ow ml ed Am d d wQ b•a w rao b e1°'bowla9 .u'oe° w a.'o• 1°'° .•Im» d v,. 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FOR 6' LNUS vs;;:7• ( S REHAN FOR If UNIRS t•e • 4` CA40 w CM SAFE LOADS FOR 4" SOLID LINTELS WV-4019" GRAVITY TYPE LENGTH 4S8 Y-6' (421 PRECAST 1180 4'--0' (481 PRECAST 939 4'-6a (541 PRECAST 789 V-10'(701 PRECAST 48D 6'-C (78) PRECAST 360 7'-6- (9U7 PRECAST 260 9'-4' (1 In PRECAST 156 10'-6' (129) PRECAST 116 12U6 4-419— UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-r (421 PRECAST 687 371 e-0' (481 PRECAST 597 320 4'-6' (S41 PRECAST 529 258 5'-10'(707 PRECAST 407 148 6'-6' (76') PRECAST 360 18 T-8' (901 PRECAST 280 87 9'-4' (112l PRECAST 187 55 10'-6'(1261 PRECAST 152 43 12F6 12F12 12F16 ter... 10) NA - Ib1 Iblw • • r 1I11n111\/1111II <,' y.t• •{ 11:e•. .n••e »,. R. It) hubs F•11 •add rdw b be lemw d w bdbn d •• Wd osi4F. L- J .•:,; 1.% ac •• w I .,f i',y,;?, 0 • raemrplfinBsehbetrFladk PRODUctMIND 6U6 61`6 6F12 61`16ourwhoe.! r,•;, tti 1.19 2,0" IYPF Df9GNATON • • • • '^`.3• • • •' f'G'L• 4•.:•. re.i tlW 6'— s_am 6r a'•/ 1t•••• • ra.•.S'.j; ,2 ;,'r `ewlaW ZO12f, AP 1 . 41 •r•• w, i 'l••i •Atli 1 t •• CIaa wOf f• ' : •I 1• A"'j r1%•1•rY •.: R_ : •3` r:1: ima,Jo• LoA d eib '• .n • • '•'y f S •' ''.Ay.J:'y;i:;*Ai •[' ``^.' n 1i00A0Iw eY lame • .• f a i. (SCL 1Y ii.l..,. •. } :^ T Q®®Iw I00ae .,' ,". '•1> A t'r t+r Ji c•i' iL •r' %ter. i') y'i //-: w't:.^`.i: Isis{'•• • t;•` y. . I-vr via Ein 4S8 I r}1 t4 •'G . ' 91 • 12F26 12F24 12F20 a •!L'1i \L 1 a v w • •, PRODUCT FOVIS)rD r • •loam A'wi IN '. i d, lfi'- * • ..d.S N ai0 an Room, mum f S ° ° 6' • • •, • • • .01L . . _ % : : CRAIG PARflR40 A eat DI • ° 12 WOMM VAum •' R 1 O, ,' 8324 Cfl 679 8 OF32 6F26 6F24 6F20 '.,AsS+jp aOla%. SEFFR4ERFL 33564 sly A,,ejeVAL 1e/e1 ILREMM44756 a jl p.,1a, of . a + RECAST—CRETE 40, 6" & 12" LINTEL SAFE LOAD TABLES WY7s'a" FRt mW PSS015-14 am M xm mo SCAR: ILM W • 3 Gw amo R cw?Aww,?.L-izWUrAj KGMRa U4612 MU I OF S SAFE GRAVITY LOADS FOR S" PRECAST U-LINTELS Cwa1t wnr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 UO-19 6F12-IB 6F16-10 W20-16 6F24-18 08-1 Srn-IB X-C (421 PRECAST 2332 2576 3892 W50 6148 7227 8297 9W7 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1687 3633 5050 6148 7227 U97 9357 5'-1D'(70) PRECAST W67 126D 2198 3W7 57M 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1B31 2850 4328 6737 837 0357 7'-8' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2785 3731 5017 10'-6'(1261 PRECAST SW3 568 895 1270 1706 2236 2898 1 3747 11'-4-(136' PRECAST 457 513 805 1133 1507 1252 2492 3103 12'-W(1441 PRECAST 425 477 744 1042 1 1377 176D 2238 1 2808 IS-4'(IW) PRECAST 373 417 646 B95 1170 1485 1832 2285 14'-T(1611' PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(20n PRECAST N.R 299 455 620 794 985 1198 1437 U) GRADE 4 EI ADPARENTICD D REBARS ARE SEE E RENT TNOWS 4 FOR SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATERAL LOADS eno in oocr-AOT 11.1 I"Tcl At w i'• SAFELOAD TYPE LENGTH SUB 6F8 RCMU 3'- B' (421 PRECAST 587 1 D55 596 4'- 0' (481 PRECAST 487 787 445 4'- 8' (541 PRECAST 416 609 344 5'- 10'(701 PRECAST 300 350 19B 6'- 6' (781 PRECAST 263 496 157 7'- 6' (901 PRECAST 222 367 116 0'- 4' (112") PRECAST 173 352 j 74 10'- B'(1281 PRECAST 151 276 58 11'- 4'(139) PRECAST 139 311 49 If-- W(1441 PRECAST 131 277 44 IS- 4-(160') PRECAST 117 223 35 14'- 0'(1081 PRECAST 1111 202 32 I r-4- (208") PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE? UPLIFT LOADS FOR 6' PRECAST U-LINTELS Cwss wefr SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6fB-11 6F12-1161`26-11 V20-17 6F24-11 6FIB-11 32-IT Y- 6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4W ( 4111 PRECAST 1225 180D 2357 2913 3470 4027 4583 4'- 8' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10'(707 PRECAST 831 1222 1 IWO 1979 2357 2736 31% 6'- 8' (781 PRECAST W 1097 1437,j 1777 2117 2457 2797 7'- 8' (9Dj PRECAST NB 8B.1. 1249 15441 1840ow 2135 2431 9'- 4- (1121 PRECAST 575 571030 980 1252 1492 1732 1972 ID'- 8'(128') PRECAST 514 462 787fu 1121 133 1551 1786 11'- 4'(13n PRECAST 474 404bo 685 C, 985 11 1213 1412 1115 IT- O'(1441 PRECAST 454 35702 B19 888 10931. 1299 1506 13'- 4'(1601 PRECAST 402 308 516 73601 908 1070 1247 14'- W(1681 PRECAST 66 2B5 475 77 932 B 1145 17'- 4'(2081 PRECAST 253 20B 338 476 585 W3 BD3 G THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FDR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 LINO PARR140 KMI CR 579 MR Fi 83584 PR0DucrRBY18CD e , gl,gl a °& W. Plo;m Au pt"No - 0 2/." Dm. / 8 By Emin1 a Cobol PRODGcrRUMCD I' qqWm • 16A Ptp{da AP1Air+e NA Rvec c oS.oT M /-C, m' W 8 J m- CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES A ffull i /14 1 aSIaMc6lsAD ADDR1 6R pIA®M - IM WN 41ba.L U4612 SIM I or 4 TERAL SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FOR PREMSTT u -WTM SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Wff4ARYB SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12u8 1216-2B t2112-29 12FIS- M.28 12R4-2B 1va-28 Ivu-29 Y-6' (421 PRECAST 3428 MOD 5838 7619 0352 11060 12755 1443E V-0' (481 PRECAST 2923 4232 SOS 7619 9352 11060 12755 14438 4'-B' (541 PRECAST 2396 3464 5304 7619 0352 11060 12755 14438 V-10-(707 PRECAST 1612 2320 3218 5234 8497 11060 12755 14 C-6' (78'1 PRECAST 1383 1986 2879 4196 6421 10032 12755 14 Fe (90 PRECAST 1133 162E 2131 3218 4676 6756 9763 1 9'-4- (112') PRECAST 795 1216 1535 2230 3OB3 4167 5593 755 10'-V(I28) PRECAST 614 1043 1295 11153 2516 3323 4334 5632 11'-4'(1381 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0"(1441 PRECAST 456 878 1073 1513 2020 2817 3333 4206 13'-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(165-) PRECAST 321 720 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST NR 4514 831 B81 1141 142Bp 1)50 2102 19'+4' (232) PRECAST N R 34J 477 T00 925 1152 13 1609 C SA LOAD PLF LENGTH TYPE 12US 12FS RCMU Y-6' (421 PRECAST 1295 4841 393 4'-0' (48) PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'- TO- (70) PRECAST 681 2547 155 6'-B' (78) PRECAST 579 2187 1 7'-8' (90F) PRECAST 474 1771 914J 9'-4' (1121 PRECAST 355 1328 SSOW 10'-6'(128) PRECAST 306 1143 454D4 11'-4'(13W) PRECAST 278 11041 38 12'-W (1441 PRECAST 200 971 34 IS-4-(I601 PRFPAST 229 857 2711 14'-0'(168') PRECAST 216 809 251 17'-4'(2011') PRESTRESSED N.R. 633 16 19'-4'(232`) PRESTRESSED N.R. 534 130 n W MOM IN PWE MM ARE KMW AEDIA. M FOR - 3LL urjujm KWIC 10 MW 40 F7l1D AOOW FOAYt SEE 6f1 t 9M[ An 4 SAS LA' LOADS SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS R u12'PRECASTw12 RECESS DOORU431 0a714AIt90 SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE 12996 Iffi6-28128F10- Iffi11- Iffi16- ib821- tD826- 12AFJD 4'-4' (52) PRECAST 2538 2942 5468 7584 9640 11689 13819 15679 4'-6" (541 PRECAST 2319 2740 5468 7581 9640 11669 13679 15878 5'-8' (On PRECAST 1347 1841 3555 8395 9640 11689 13679 1 V-IC'(701 PRECAST 1259 1755 3361 5954 S368 11662 13679 156 8'-V (80') PRECAST 924 1430 2033 4416 6864 1 125 14BOR 7'-B' (901 PRECAST 703 1203 2157 3494 5259 7922 9 113 9'-8' (1161 PRECAST 389 843 1451 2157 3203 4427 5417 8380 QM01 FUDWAl CDM RMML SM 4DOt NOTE 110. MA LENGTH 4'-4- (521 PRECAST 4'-B'• (541 PRECAST 5'-8' (681 PRECAST 5'-10'(701 PRECAST 6'-8- (BD') PRECAST 7'-6' (901 PRECAST 9'-8' (I181 PRECAST 747 wDucr a-Wi Marib 8r 08 SEE GENERAL NOTES — SHEET 1 OF 3 I MF. ant of PLF 4 MM-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-21IN16-2112M-21104-1T 21I202-21 3'-6' (421 PRECAST 2752 4287 5613 69M 8264 9589 10915 4'-0' (410 PRECAST 23W 3721 4872 6023 7174 8325 9477 4'-8' (541 PRECAST 2113 3291 4310 5328 5347 7365 83B4 5'-IV(70' PRECAST 1623 2527 3310 4092 4975 5658 6441 6'-6' (710 PRECAST 1444 n696 2972 3675 14378 5081 5784 7'-6' (901 PRECAST 1287 1767 M INJ 3B06 4417 j 5028 9'-4- (1121 PRECAST 1028 j 1171.2008 2590A 3WJ 3583 4079 10'-8'(126) PRECAST 920 947 1112 2281 2764 3209 M. 11'-4-(13n PRECAST 858 M 1982 2M1 29D 3364t2'-0"(1441 PREIXSi BI4 153 1188 2201 2816 3W213'-4'(1607 PRECAST 678 633 1404 57 14B5 1828 2169 2513 14'-O'(168) PRECAST 822 SBB 4 1365 IS79 1993 2309[ 19,4"(2321 4'(2081 PRECAST 434 427 5 964 1182 140 1B23 PRECAST 366 j 3704 593 817 10D2 1187L4 1372 n ME h1A M W IMAOMRS AK KXW REKMW FM SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 6ae*4j4/afrt I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH Inrrn Im lv- Iw"-n loelrc ItBII-n raozo-n lDCAv 3892 25 4'-4- (521 PRECAST 1626 2685 13740 4808 5887 6928 7989 3458 2417 4'-B' (541 PRECAST ISSS 2562 13602 4623 5643 6S64 76M 2238 1 5'-B' (681 PRECAST 121D 36M 4468 5273 6081 2129 155 5'-10' (701 PRECAST 1173 3553 4338 5123 5908 1716 117 6'-B' (ODI PRECAST 102D 1122821!314 3114 3802 44B9 5177 1438 9140 7'-6' (9D') PRECAST 204 277B 3390 4003 4617 1011 s4' 19'r8- (1161 PRECAST 703n2181 2663 3145 SBZB MOAM W PA M66 ARE FDiCJ:1M RF1fACOW6 fOR ENS ' 43 AOD ADOOD FUK 5O CUM MM Ml 4 447 P+i18DUc1•R9wsm n eOeplNro "41n 0e PIpFJA 1t . OWd IM Olds, Q•. T I.%: AwngrlaeNo a ,°3 j bo R GC: OARIOPARR4VD 632442i579 DaUp e /B 1`,, 5r'fRt6R4£ 93594 Fi.. P.E.4.iITD.4pp+T56 1bCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nu we Wsar-14 xwx mum scut: Iax FUR+ OILa4a[D 4n amfUM M - sm Ra "M Man watt s m 3 a A MIAMI•DADE MTAMT-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 905 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %vww.mismidade.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 AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AH1(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 AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Pantino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Pan; ino, 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. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Hje%lmy A. Malcar, P.E., M.S. MIAM DARE COUNTY /`J NOA No. 17-0821.19 Expiration Date: OS/21/2022022 09 / Z$l2o) ? 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 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, AE., dated 06107197, revision 94 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 019 7, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. S. Mill Certified Inspection Report #84-M19.805 dated 03/06/96 for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. 04 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 Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #0I-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January,18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. L'Relmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 9-3 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, AE., 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 (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. A-,f,/ d lm, /." 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 S. 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 (RM. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated Janua)y 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. 1 eimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 C-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAGTTED 10. NEW EVIDENCE SUBNHTTED 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. A_'4 f- &L C-RWij A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 1YPE °A" STIRRUPS a+ STIRRUPSAN M e —s S71RR- s unP MILS Ft" PRr DATA t* Wmma me11 R.O. pi a Qm140w smu" tma KI M= CAGE FA911fGTGN ue00. .. K+ pew Rem, r am ama•rafttRAvt7.% S 2e2L i.. rn tni.nwnto c_e0.leen0" NMEi f i m ... rnrn+ rsRala+r: Lll. sislShlClslllal ia•tla-:1.:.+'•''y^.11 fI 1R[Z-,Q-litlm ocy mvc ucsr m uartnao 6iA1 Ri7ve_v.7icamwiL 7iFi IR Rim flLliL1) IIfIl7 Flu3: ` f Ilia• Q_.!7 fIiC:! CZ G i t{1• m} l.ISl'in1[T]C rYf iW 4 caimm[A am R" PRECAST W/ 2" RECESS DOOR_I-LINTEL DATA TABLE IFIr L:J!.E ti C fi1 o••I•»:I J':1!•'.:•i1;1` lii'l% lI VYi:..•"Fif1s Y:YfiJ-li:• l l Rr, rrc R c Ec•rst rt, Irts_...rs.>r c K= d*lC'airj=iRrIi]li Ill JR•i!'ftL 'a7r iT rAt1• mr11Arcu"• FntILMIaL 3 !Fs:jL2 rcllmrlilo or ra Alo AIrAR MoMmap d MOM W HOsM ArADYAL Q U wm xn Pit pets mmm a no w or us - M "L ono c AI p"o,-asci !/at WI AM An01 0414. A. io1D $ tolAL n61stA W SMON AW /3 smis 1411 W WR Y14.1/1• slew s114Oo fraH 10/-IC.QAipl msSr ItOnA10 b Imm VAQ no vi ON 0/ IIIL OGYIIE S3"W MV MIL no m f/. LIOt710: 1 6M alWUA s &MMWA t tt t sl®Mi f.. "to M tot r 0216 i'all m. Am6tls loons; % . /le/n roA ALL rssoAST s am Yslns. Eo1r114Enitllt olao ro 4 Sp nS. 0171R rYASO! tact • ON, nlr p11G a Wstml sl n unl 0/ Ilsi1m10 Un6 t®Ws1010 a0s A sllonao_41w" rAnlmud MM Lamm AM rMRW Wss0. ENS • '•, rnooucrRewsrin lit/ 01"p' rotnoswrww Awqkm W -palc e Z rt CRAIO PARM40 SMER, FL 335M. i NAL NtG+0 ' R..P.LUC.N0.4fM CAST—CRETE See LINTEL FABRICATION DETAILS Ell C cAcc "fiva2v I MAM FnR A- PRECAST R PRESTRESSED LIAMTELS SAFE LOAD- POUNDS PER LINEAR FOOT TdPE LENGTH DA 9 11-06 Jerim-19 art2-M erle-De Flo-%& efao-De 920-10 erN•ea 914-19 er" ig--ri a M-M gZ719 3' -8' (42 7 PRL AS1 1 300! 3713 91u I90D a061 050 Imi 30119 460 6IU 750 074 1=4 11119 4'-0' (48 PRECAST 1868 3sn 21SI 3tl0 49m 2291 7074 91a1 2993 901 9113 Tsn 874 ON 1IM 4'-6 (541 • PROM 1599 1161 2110 7931 3753 4579 AM 9124 2119 43T0 1 I113 T547 1672 IM94 11601 5-4• 64 PRECAST7 1217 134 IOe 19" m N23 3m w tin 30m 536! 7l47 2 IlM to B-l0•(!07 PREGSf 1002 1103 1175 l01 2ol0 aill MOOS 10 1451 6!! Om 6I 719f e329 s• (767 PRECAST 9O9 12U 21A 3031 3M 430 5011 1239 tfn7 34m 5391 am t Olt! 7,-0' (607 PRECA51 toll 1rn tm nn 2M11 3121 3=0 toll 1 3 31M 6161 M47 N77 9'-4' (1 {2•) PRETd4T rr 6" 1rt0 IRD 224 3481 MIA 3302 iAZ 1243 180 2564 340 lose lo'-s•(t267 PIEGIST 47s 6m 1247 20a3 2T77 1193 2639 913 ion IDA 2063 27AI 4761 PREGtiST 362 sa 90 13m lets 2423 3127 4W 552 so 13m INS 24 3 31V 46011 It-e(1441 PRErJ15T 337 P3 1W ISM 1191 VM 30 540 an Is4 lies 2193 un 3m l3'-4' 1 PRECAST 298 nl 760 IOTA t4tD IOSe 911 20a1 I's 70 1DM II 1036 fife 29if 14'-0' I PRECAST 279 424 7ol toot 1329 1297 st27 2430 4, 701 1002 tA2/ fIn 2127 t63o 4'-e(17s7 PRESTRESSED 1C45217D 6A f9l 1a 92 13m 1002 4! 511417 D@ Ma MR e! 14R 10 IriD IM3 20f0 2320 21i3 17'-4"(2091 PREs1RLSSED NR, X2 161 la s1 6SD 1329 Ip9 lew 20r7PRESTRESSEDNA. lot lot la Iat eA 700 103E 1292 I515 1715 21'-4•(256') P11ES71 SED 1iJL MR ep1 9t5 1114 I3" 144 22 -0 {244) PRLtiTREQtT1 NA xt rw tR Re im t60 3w Sl0 7N Tow 2812m9 IND 24'-O'(298') PIE51Pl5SD U. Its III am 1R 1R t!0 4m W 1 a14 1 10! I Im SAFE IATERAILOADS FOR s enrnAaea anea uccaen llJ tlllR_a . SAFPLLFOAD LJ? PIGTH 1YPE 8U8 OFS RCMU 3'- e (421• PRECAST 1025 1024 169D 4'- 0• (487 PRMW 785 783 1309 4 fir• ,(541 PWAST 592 591 1073 S'- 4' (641 PREDAST 411 411 745 S'- 10•(70 PRECAST 340 339 016 8'- 6' (78 PREDW 507 721 490 r- Ei (W) PRECAST 424 534 383 9'- 4• (1121 MAST 328 • 812 230 10'- e(12r)PREMST 284 401 1SO 11'- e(139)PRmt 260 02r- 3712'-0•(1441 PRECAST 244 402 13'- e (1601 PRECAST 217 324I0- e(168) PR W 205 293 14'-• 6'(176jPRESiRE3SM MR. 2M 91 16- 4•(184")PROMEM N.R. 259 83 17- 4'(2W) PRESTRESSED N.R. 194 64 19'- r(MI PRESTRESSED N.R. 148 52 21'- 4'(2561 PRESTRESSED N.R. 125 42 22= 0'(2647P1tFSTRESSE) N.R. 116 40 2P- 0•(269) PRESTREM N.R. 91 33 RACP 1101 Ir. l LOAM MR A- PRECAST 6 PRESTRESSED U-L1NTtLS AST R01 Y SAFE LOAD - POUNDS PER LUVPJAR F00T TYPE LENGTH wit- n ere- 2r 9r 2- 7 u12- a am - IT wt9- a um - IT Drm- 2r 9t24- fr I"$- 2T ar79- 1t Ir29- 2r 1r er32- 27 3- 8• (4 PIECISt 1069 n33 4 4394 62U Ip2 70DI I90 55 394 4394 MLI 8132 70D1 4-- e (481 PREWIST tin 2300 i06o 3310 5 Wit 13t7 2=1 3M0 3I15 4m sm o n 4'- 6• (54 PRECAST 1 2M m 377s Ell sm f20T swo 2m 3A3 4711 6309 5- 4' 8 PRFAiT Iola n tv9 2a19 3399 arc 452f Iola 17LS wis I fm I m" 3R1 4m 5'- 10'(70 PRECAST Its Wed Mtg 2MJ 31N ON FRI 92918. 4 3 39m 4131 B - 6' (7s PREGST I3slam. 3231 37 I3! 3t9 2M 3M 3712 r- r (9177 PREGAA 72713125 IM 29a st29 M= 5 2429 2W 3229 9'- 4' 01n PRECAST satMn1474 916 2157 23m Sol1o43 IIm 2m 2a1I to'- 6'(129)PR17AS1 67D119e 149t nit mIt Im 17m ZOOM 231s 11'- 4'(139) PROMSI 414 1037 117 151s f763 04 on f"bal 1372 Im Isis@ 210 12'- 0' 144 PRECAST 7u0 458 124 LIe 11 1369 1505 470 m morA l3ft twad wism 2M14 13'- 4.1 PRLFAST 4u 3m 607 7a3 1N 110 1sr3ck 421, 4m 1 7m liso 14a 1 iwtd 14' - 0'(1 se7 PRf3/AST 39t 3se m 724 W 10% 100 110 42S 7n 111A 13le 1562 Im7 14 - { I76 PRkSTRESSED 22 34 are I7s 970 Iul 241 as 9D m 1303 isle 1134 tS'- 4'(1847 PRESI1iESS1T 224 r3D31) 3a! 429 916 EV 9a9 78I 611 to 6DN NI Tr- 4'(2081PPEMMESS fez 102 2q 3D6 i6e 60S 74 I3e I 7! 1 IVf 473 19'- 4•(232 PItFS1AES5kD I12 VI 3w 4 647 647 47 In 03 49D IWD 641 1039 217 21- 4• (2597 P1i67RE5SE0 142 142 9N in D7 373 300 537 4m 721 60a us p3 Do 22'- D'(2641 PR@RTRESSm IS) 197 379 tee 610 e30 1A 223 so in 663 191 24'- 0• (288') PRESTRESSED 124 179 m7 n 492 m7 OW lZi m2 319 4!5 909 s79 n 71E NUMBERS IN PARENTHESIS ARE KE W RfDUCTONS FOR (TRADE 40 • SEE CiIRM WE NO, 18 ON SHEET 3 OF 3. (d) O HELD ADDED REDAR. SEE GENERAI. NOTE NO. 4 ON SEE! 3 OF 3 PROMWTICIPSWEDAOD17C2 PRODUCI' Rl'.VISCD 7t-i190 •1 0b'1-I 14MN • :• D a1 lnuatloltea BED --Cab o2?,* I- Ac1y1 s t ,.. R Z) doo w i0i.02ti I8iyy . WPRA1_ MUTES - SWET 3 OF 3 1 13 a55 ARE Finax1 IrEO ujiura roll Wilt W IZEF GDML WE NO. 4 ON SKEET 3 OF 3. PRODUCYrIAN1ND CRAMPARRD40 47: 6921CR679 /l SEFFKM FL S36S4 .(~ FL. PF.UC.ND.44756 E 8" LINTEL FABRICATION DETAILS nea r.Ravrtv Leans FOR 8" PRECASTw12- RECESS DODR U-LINTELS Rasa SAFE LOAD - POUNDS PER UNEARFOOT LENGTH TYPE 8AU6 mu111-06 1 tAFI 66F1•-06 at26 m eWo- were euw le 9AFu-I elere-1 6eru-1 epr6-Ie sv3o-1 4'-4• (S27 PRECAST 1635 1742 S>S1 ROD 430 411 6403 76D fe01 6e63 5206 6W 8060 94" 10993 4'-a' PR AST 1494 I5" 30a 2997 36t6 4245 5124 SM ITS awe ame totfa 5'-8' (66' PREDIST No I77D 1716 ten IM 3402 306 II x46I 4367 63N 106ft 111170 11311ftj S'-10'(70') PRMW 810 74 161113 2342 4242 ISH Oft 74402 e706ild G-e' (60' PlEtxsf 797 em Iet3 3120 5046 T747 Noe 73M om tots 3I26 6046 7e15 479 1 7-6' (901 PRRAST 869 410 245E 3779 3743 rtR 6423 755 1420 2469 me 5743 an 9'-0• (118) PRECASJ 411 4 919 I565 V-9 3129 4091 314E 6Il6 699 IM 4tSt 3I2D 4L'0 tael n THE NUS N PAREMHESS ARE PERCENT REDUCTR77I5 FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOW NO. 4 mIE86L NowS n • FFR 6r. We Ow-yd10E Pr ylp1 d6yI6lpyy b oallmA. pl ueGAM0WtMIwdlaM IAmu4yN6I . 6aotM m! l tl laiAy wN • w Ihi A rein rd a rw and a1 w9 I..a 4 In west to b LAde 00 FMd rCwOm 10 Lpitm dC iI-tN = p Nzo-ol 1 09 y pFutahm rrr'lYrf MW 1[2iN9 W byv r.b Mof bft wr" id. k, W 2h1b e r Ma ID g •• red edd. n 1eo4a4. et Qes 17 edw aWA...MW be be 15 libm Q pdidl.Af.MWa L4 Odd sd =* vD 1bwdRo id d7 y >y e.fpw . W . ew.-r.w r.n 9w w ed. ran wre q odab e."w ftwo eoonet ee4 mw It d-" I,w. M. Aae d ••14wA 10) eR - IId 9dd 10 a11ee list e44d'! dw n be 1wdA d 0. 4-9mm It m %W e.y. MReLATERAL LOADBFOR a-twwra• r vj- ovema hfled mi Dym it M SAFELOAD PLF LENGTHTYPE BRUB I 8RF6 RCMU 4'-0 (527 POW 758 757 1184 4'-6' (54 PW.M 694 693 1073 5'-6• (an PREAST 408 407 655 5'-101go Pwm 382 381 616 6'-8' (80r) PRECAST 595 788 464 Y-6' (901 PRECAST 509 674 363 9'-r (1161 PRECAST 370 490 214 e SEE GENERL1. ND E % In m ely Id° m tlw b° misn dd gotour •wear. udm d 4A dam ASW f. Q9 r OrVPia+4 14) `irror'0di1 a f ' Wd2r4 qlG/ 9 Id Irl S la to rw wd bcvh at dwq w .d ree We wa4 SIM MW dollm 191r tdd re0e ed Gana 6b tYe W M a.13 9r.d 910 *Oft fI) Sdk ra a - .. Aadr I.& IQ 91b wh b.,W a ecwd ")It ••W P• AO 400 d Ap 3n 19).1 wivde amrLiGere O. eid 5e m! Aldercr 1/2' C1R SD: SAFE LAM I= VACS FCR Ima wage FOR A ) COURSE is mm 0 aBRED SAFE UPLIFT LOADS FOR 8" PRECAST w12" RECESS DOOR U-LNTELS 01-0.411" SAFE LOAD - POUNDS PER UN EAR FOOT TYPE LENGTH 4Me-It 10o- 1 6en4- 1 6-1 116e176- IUVW-11 MOM e1618- ffn4-2 AR11D- 21 M2-n BMI- 30-21 4, (52 / 163E 33a 3DS6 3751 440 6N0 e06 I= 236t 3751 4N5 6140 4'-6• (54•j PREUISf an Iw 2t72 2e39 M WS 4943 e0 1804 tt72 Wit 3607 42" 4N7 5,• ( PST eta I I7n 2320 M4 3M 32II evs rm 17e7 11 2154 3m 3211 5-10r(70 PRTTAST as 1207 174 3951 m3 M 276E tss 12D 174E 1 225E I rm 6 n60 5,. ( PRacAST 171 e29 1 IND t426 ne 332E S70 JMD too IND 2429 7'-b' (90" PRECAST us 742 ON' 1765 2166 606 e9t I7/4 R6S 21Ge9'-8'(116 A5l&7nSS PRffA9Tus4loeN12t! 395 b! D tort 13R f) THE NUMBERS N PARD0HESIS AINS FOR GRADE 40 FIELD ADDED RETIAR SEE GWK NOTE NO. 4 TYPE DESIGNATION Ff - m1 DM4ea11/U- Immo r omm N is 0F61R R I w= Q um Witt fir. '_;; 8F16-1 B/ T Ww j e9ele II D J' v I-ve e12A9 46 mAT tO110w fe6mD. CWJT BF32 Bf28 ,•`DPP 14u,• PRowreDvlsm I I - a ""so 91 u mt1Dp owtdKlylee,al6ePbrfa r1` puao Rtamab ,.•G EN ' 04,s1d1°t"° w 6 19 6+•RI119.2k1lae 44 o10j4s'dL2 eeoouCr7lDVtaD3I deCAM ca 2 itt101M21aNe W. CRAIOOARfi940 ase4cRs19 iY' : Rl• GaGe`. &EFR4Ef; R 93504 nra: 9 a s 7} dllSirl!irr: rGr•CAST—CRETE B" LINTEL FABRICATION DETAILS r.\taertl ise2Qri1a;l le.e 6r4!:Y41: ' iu ...ZJ M'r r IMUSTAMESM M IAM I•DADE MIAMI-DADS COUNTY a 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) iv,-nv.miamidade.eav/eeonomy 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 ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 1.2" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD46 L2, titled "Precast and prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. AMONSOMMEM NOA No. 17-0821.18 MIA tpADEC )UNTY A Expiration Date: 09/11/2018 Approval Date: 09/28/2017 0q l2 g/Zo 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of I, 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 Pan-ino, P.Fs., 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 flexural 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. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.R. signed and sealed by Craig Perrino, 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 Alachine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Syslem Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, 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, AE., dated March 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Cotinty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. R, dated March 24, 2003 and Drawing JVo. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.R. dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. Ao_, - /'v L elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 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 Miami -Dade County Department of Regulatory and Economic Resources (RE1). 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.1vlakar, 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 w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE n . A",yj11E To A" SOLID LINTEL DATA TABLE Mmii L" F2mKorEV r c iatKIISilt)I 5:l rur r r, 2Li':.1'^-' mrxltta ftSi L'I:J,iL::! mrai A" VQP( AST 11—I INTFL DATA TABLE Sim P.ffTin71 9D E Crlf n I il trlll r • +l„1 oclavfii.] rctallPn to F-clerG11[7_'if5£7[!-1.i"-lf3`at7l:Tr7iWr:1li:.1pGr f7E1Y.t\r'Amr.'1Lfml r CSiIV/-\!!f UffAccnfiFm11,111, ar9cr:,a'ft rD7r:la t>t r" r=i r.,7 ff.'.f."..7 taro nzslf?1rdvrlrimru.L' ra%mrli.,0,rt ra9R1 and9rJS7)trTG rlu!.1Ii•$T9 rla..'. er.$Sri.JA nes s>. r tu:.^.l rnav r 1..'.I mt'a 1 rscy m r r r ty.u:' .1 tract r:L, r1ea ray o rrl LT:'`i r ta! 1:1I r r2u: rrav rr9 to R•tdl r!fi7 af7 r FI.L"' ImC'[_'riHLICJ t1 riA=idG\i7riL1[Fl1'-T16iC'iiJit':1FiC J Jt<i• w TW IAIPI67A[f tleA1N1M 6 rA0n0M M4 KO M A"MMAL n 6 Pf ittitD ttf COM06T IArs AND CVW K At"AMftD CA 061MT1[0 oDl•D1 T11 /fKt I6111fY mom CAK-cam Dq. DR I. mnum sun, f/U MA AAW AI/q 14 041 AND 0 ADO A IMM llMX Wl 0 AN• 0 UM IA 1U • MM M 0YK M Atr YII L •1 Mr ?DLL Ifmm M WW WI tlfA MI AK 1 WIM IM010 L mcwt SWAM M1f fi . MM f11 f0 ALL I I= AM 0 661 q 1 rAt11 ODI Ol \6 IW mm "ll, "o ollm - I L 11 UrMr6% f1. nM PA MR A l Ynit eftans ... TOY Wi IIDYOAM UK FKWY AM wm Mno L n n OWL K C r YK fA6 DW1 10 K fWW MW faM A MMIM fM "m tNL m • ANI Is 601 ww Ar11t qA "m 101CL EN,o Lui, l• raua:uCi i A I c cr 1 / rr9rmSimrU-1 lrr ljMml lMr"4+no . F3..3drt7c rL1'dQ.7i1: 11 f::i_L"J [iOI•Lt/lii71 r CAL\nG]• 0 •C M K=.l rJ_.A .UX ftY.,1.'I I =W. V[:L"J I I l/-% pry+[; [lcycirrr'G_'v+r`G 1vL CV.Tr ur+c•::'aK1rr 2}7•:,:!S1LJ:S',II 1r v4S1n1 rr7n •.i"-'- Mk ,rRt, r-lawffURn:ira.'Y m - f 'iK: ICL''7!:}t KFL'JKll11:.10L^a CL'9 •, PAOD= LSM. i nlLCMtAyIllpwilhdroflWl i Akio ZI. /B PA(1go oafglYIIIC.d111hDFMtIJamc"B1d1d VCvj* CRAIDPARPoNO p 6324 CR 679 t' SEFFM FL 335N MEMBER Of l //,JC^, I mm PRECAST AND PRESTRESSED LINTEL DETAILS L?tLL l-""' I \(, lut a omuYrl Dww rr: — wur m As 7 AK' miu!•1" "" LrA m man r. v 0u c ml\IR IMrll fmlT 1 K 1 l C NWL NM q Iddarbk fi p°•isl erl]COD pd Pda60r0° . IR"NA eo b f:+p ' ne bvuers AS a% bad Win Toad m •ddmta 4 bleb mdod kml- t, s r. l fern 9 byf t I= wo' m mostn d I Ldaa. s) P,.Ak bs martm bid .0 bad *tl 4) 1M minty In pw albmb b0ake the portal adactlae IN pods 40 aN .dad ram. q i radsBm 4. 1. (,pb) • 1nD F1 14]Dpp S) AN bass mat or wand dsl6oOa1, ° CawCcrubsUdd "a t im 177 oub oAoda to ulaod•otu mau'm le. npw li0dtip coda sty IeoLs l m wpsaa 4) SLom lid bel$ a r quhiL 4' add blds to a taw d •/ 4' imad* baWdd ad b• combs s yv q.LL da%a/ilncbol daamadW mat amps Ab w p w mm lad town byaTMdldafrmp e omYnmm W ammalamwMd mmmol dd--wq raam W I. d ea,•pmt 14 :°oao cd Amm" ow lenq am" .1 u..M> lb 1» ttoed °I GM D • NSA o-lQt q n0 dd baoopeee ytitn'"'p' O010dtba ar+o- 14 rhea I.a> etpAd b deeded lur it mewd"r als".Efi w IdZ apbeal M •edteeld lad Sofe irr•d red + Stle Me0 S t 10 Fm a+ydto NO Mot. aA AWN m• ar bd Lem osd. bw WW Am sio ra Lid beolb ml drmq b o ab bW Lan ant Irpol f"ft elan 17) We boa as a gw%pwed obakb bd• lff) S* bade bmsd m nupo e l dWpe wo0dv prb AO MOe wdd lO n 19 rdnld rt apd• nxrsrF- 6nb (A 4q aOwe OpioUl Seo dofebbdeibWabrd SEE SAFE LATERAL WAD TA91ES FOR LOAD RAIM FOR EACH ADDMDWJ. w' •1F. RLL COURSE 1/2' C1R TYP 15 RMAR FOR 6' LNMSr .. 1) 5 REAR FOR IY 11N11]S CR40 •b OR110 SAFE LOADS FOR 411 SOLID LINTELS CwsrCam GRAVITY TYPe LENGTH 4S8 3'-6' (421 PRECAST 1180 4'-0'• (481 PRECAST 959 4'-8' (541 PRECAST 789 5'-10' (701 PRECAST 460 6'-6' (78') PRECAST 360 Y-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6'(1287 PRECAST 116 12U8 Cwss Cis•rls UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (421 PRECAST 687 371 4'-W (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(70' PRECAST 407 148 6'-6' (781 PRECAST 380 118 7'-6' (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 W-6•(126') PRECAST 152 4J 12FB 12F12 12F18 10) RA - Rd, Immd •''".•... " , 11) °el1•• " saw "N to be baled at W belts• d Im 4aM C&*. o w,~~a• f yy ,, PRon11c1'ARVISED n oaalplyurDaNO tin F1aAa BUB BFB BF12 BF16 w•1•,•: • : rr. al•momo/..epos 8 s 1 • • • • y. s.' aw 'a' •!C:iw ,- '/ .. r e•nonv i rprp • .• .;• 7,•,j,`KtiCs' •^4`',• ,: 1';i"yIcnpuvman • ti.: 'ti Ki't v ;i' 12F16-26/2T:; I t N„1A/•. 1•i ili'i:1• •ti;a la• a'104 J L,pm :,a,'•YI.T :>: ., ..1,A;'4;:'.YK .%%t •,,;• w .•7 ::C!•w!: ii +;'\.i ti. •'.. ;..1.( is=: r''.sr. p is • . a®ImIm nsTrtu-.•!:r a L••. im®a• mine s i. i • • •' • . rvr am • . ;, ~); y ' irf.. ti y.', •j ,1 ::Y ,:X`1 • p1''. ..*•[ —tan. 4S8 .`r ,t asp•! j4• ,a • ,•,' • • • • • a G ' S. r';• 12F28 12F24 12F20g31 y rI 1r •!. •( Omm .: 1 - PRODUClIti•Rrbrype • y ` • N Raino ' : •, * - 63 jcompl'hW)4prriN W Pk>Ida Bala sort• L• T•. :• $T ACod1•b-o tY ImNL tlVIM p"•l •, CRNG A11)tlldli OM CA6>8 allanDao • l8 6F32 BF28 6F24 6F20 FL ,NC9yRSNEU la nao rM OF V —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES d , 4 — \`1 , Dms-11 I ou" P.n min I. - pbd. K0. Mu DWOP. Ra L IA NMI or 3 SAFE GRAVITY LOADS FOR B" PRECAST U•LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Sue 6F8-1B 6F12-101915-I9 6120-10 04-IBjV2B-1 6F32-IB 3'-6' (421 PRECAST 2 2676 3892 5050 6148 7227 B297 9357 4'-0' (01 PRECAST 2025 2313 3892 5050 6148 7227 SM. 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 5148 7227 B297 9357 5'-10'(701 PRECAST ' 1067 1260 2198 7 5734 7227 8297 8225 E-6' (7n PRECAST 249 107E IB31 285D 4328 8737 8297 9357 7'-8' (901 PRECAST 779 8B3 1459 2188 3151 4524 SW 9357 9'-4' (1121 PRECAST 5B4 660 1056 1523 2084 2795 3731 5017 10'-8'(1261 PRECAST 503 568 895 1270 1706 2236 2898 W47 11'-4-(13n PRECAST 457 513 80 1133 1507 1952 2492 3103 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 250E 13'-4-(1$01 PRECAST 373 417 646 895 117D 105 1852 2285 14'-O'(16111 PRECAST 351 392 605 835 1087 1373 1703 2OB7 17'-4'(2081 PRECAST N.R 299 1 455 820 794 119E 1437 1) THE NUMBERS DI PARENT MS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 I SEE GENERAL NOTES — SHEET 1 OF 3 ciJk a' mil_ SAFE LATERAL LOADS CAD.noocrevT iu lulm c C,A,44„r SAFE LOAD PLF TYPE LEHGTH SUB BF8 RCMU Y-6' (421 PRECAST 587 1 D55 596 4'-e (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 35D 198 6'-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6-(1281 PRECAST 131 276 58 11'-4'(1387 PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-O'(169) PRECAST tt1 202 32 17'-4'(208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 1B SAFE UPLIFT LOADS FOR S" PRECAST U-LINTELS 4cm-m-4 " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61B-ll V12-11 6FIB-11 E20-IT 6F24-IT U B-116F32-IT Y-8' (42' PRECAST 1412 2074 2715 3356 3997 46M 5279 4'-0- (481 PRECAST 1225 1B00 2357 2913 3470 4027 450 4'-6' (541 PRECAST 1053 1592 2084 2577 3069 3552 4055 5'-10'(701 PRECAST 931 1222 1600 1 1979 2357 2738 3114 6'-B' (787 PRECAST 723 ID97 1437ro 1777 2117 2457 2797 7'-r (90-) PRECAST 648 863 1249 1544 0I to 2431 111 9'-4' (iW) PRE= 575 571 980 1252 1972 ID-6'(1281PRECAST 514 462 787 1121 1 1766 11'-4-(1351 PRECAST 474 404 tm US 985 2 1645 12'-Or(1441 PRECAST 454 36700 619 888 9 1506 111 13'-4'(160') PRECAST 402 30809 516 738 cl 8 1247 111 14'-O'(1681 PRECAST 368 2B5 475 677 of 1145 17'-4'(2081 PRECAST 253 208 338 478 BOJ p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE COVAL N01E N0: 4 PRODtXT RAV646If 9did'p8 AaHLuaFlai A ;No. - O 2,1, 8 By1nW 0w 1h ls. Fwd. q. 40"DUcrROVIVID A0 CRAIBPARRINO' S' d' G•' 0324 CR $79 cy„ -- aAl.E 'O SEFRMR. 30584 411"18110' R-P.E.MN0.44758 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB w nm ems -isI Dun m nu Wive I WAW ILA& SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 "V14rwlm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12F8-29 IV12-a 12FI6- 12i10-29 IIRh28 IMA-29 120248 3'-8' (421 PRECAST 3428 50DO SM 7619 9352 110B0 12755 14436 4'-0' (481 PRECAST 2923 4232 SB38 7819 9362 11060 17755 14438 4'-8' (541 PRECAST 2396 3464 5304 75% 052 11060 IZ755 1443E 5'-10'(701 PRECAST 1612 2320 3218 6234 8487. 11060 12755 1 , 6'-6' (701 PRECAST 1383 1906 2079 4198 8421 10032 12755 1408, 7'-6' (90O PRECAST 1138 182E 2131 3218 4976 MS 9783 1352q 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4197 5593 755 10'-8'(1261 PRECAST 614 1043 1295 1853 2510 3323 4334 5632 It'-4'(1361 PRECAST 518 945 1162 1649 2216 28W 3719 474 12'-W(1441 PRECAST 458 878 1073 1513 2020 2617 3333 4208 13'-4'(16DI PRECAST 359 707 928 1204 1709 2189 2743 3409 14'-O'(168') PRECASI 321 720p 865 1204 1594 2017% 1380 3106 17'-4'(2081 PRECAST NR 451 6631 BB1 1141 1428p2102 19'+4'(232) PRECAST 343 477 700 925 1IS21809 SAFE LATERAL LOADS COD 49. DRI:ftgT I1J OJTPI N SAFE LOAD PLF TYPE LENGTH 12UB 12FB RCMU S-6' (421 PRECAST 1296 484 4'-0' (48' PRECAST 1295 4841 299 4'-8' (34' PRECAST 1049 3922 2417 5'-10'(707 PRECAST 881 2547 155 8'-6- (78r) PRECAST 579 12167 12 7'-6' (90r) PRECAST 474 1771 914 J 9'-4' (112) PRECAST 355 1326 58 10'-6'(1261PRECAST 306 1143 454, 1 Y-4' (138') PRECAST 278 1041 38 12'-O'(1441 PRECAST 250 971 34 13'-4'(160) PRECAST 229 857 278 14'-0'(16n PRECAST 216 809 251 17'-4'(2W) PRESTRESSED N.R. 833 16 19'-4'(2321 PRESTRESSED N.R. 534 1300 F) K ROM 04 M MM ARE M KIN ROLCM FOR - .— .— n..c 1. 4RADE 0 mo AWED ROIUL $9 CDlFA4l R01! RL 4 SAFE GRAVITY LOADS FOR 12" PRECAST w! 2' RECESS DOOR U-LINTELS 12' PRECAST xd 2' RECESSSS DOOR FOR OR U•UI mt4 m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1206 12RF8-2812Ef1D I3n4- I2P118- UF822- Ib826 181E 4'-e (521 PRECAST 2538 2942 5469 7584 9640 11669 13579 156M 4'-8' (541 PRECAST 2319 2740 5468 7584 MAO 11669 13670 156M 5'-8' (66) PRECAST M47 1841 3SM 8325 9640 1168 136M 1587% 5'-(0'(701 PRECAST 1259 1755 3361 5954 9358 11669 13679 158 6'-8' (801 PRECAST 924 1430 2633 4415 18284 1 1 14804 7'-e (On PRECAST 703 1203 2157 3494 5259 1 7922 9623A 11329, 9'-87 (I181 PRECAST 389 1 1451 2157 13203 j 4427,j 5f17,j SHOO U1 ME MAMINCIM40FI DpA00 DPROMSAWMHMSIIXLIH{Ay HOMM FM C 4'4' (521 PRECAST 4'-r. (541 PRECAST 5'-8' (681 PRECAST 5'-10'(70' PRECAST 6'-e (BO') PRECAST 7'-' On PRECAST PRODUcrRBvw, B"cftvi0 tAe PIoKm D!B Af' a 0. 82/! B SEE GENERAL NOTES -SHEET 1 Of 3 MUM of SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS wa"*lm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE In-21 1IFI2-21 1918-1712i20-2T 12F24-11 21 12-2r Y-6' (427 PRECAST 2752 4287 5613 693E 8264 9589 10915 4'-W (48) PRECAST 230 3721 4072 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 1365 8384 5'-I0'(7Dj PRECAST 1623 2527 3310 092 4B75 5658 6441 6'-8' (78) PRECAST 1444 2269 2972 3875 4378 5081 15784 7'-6' (1101 PRECAST 1267,j 1767 2583,1 3194,j 38D6pp 4417 SD28 9'-4- (1127 PRECAST 1028 1171.2D08 2590 3087 35 4019 pe 10'-6"(126 PRECAST 920 947 1612 2281 2764 32D9 3653 II'-4'(130 PRECAST 95B 529 1404 1982 2441 290 3364 12'-O'(1441 PRECAST 814 753 1269 1788 2201 2816 3032 IY-4%160 PRECAST 678 633 1057 1485 1928 2189 2513 W-0-(169') PRECAST 822 580 974 1365 1679 1993 2309 tY-4-(2081 PRECAST 434 427 695 964 1152 1402 IM3 19'-4'(232) PRECAST 366 3701 593 817 1002 1187 1372 0 RR: RW M RF PAREMM ARE MEW RED0.MS IM WK 40 nab mm mwx uE eO1rRAt RIA RA 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 60M. I SAFE LOAD -POUNDS PER LINEAR FOOT IB 4'-4- (521 PRECAST 1626 2685 3746 117 C-8' (547 PRECAST ISM 2582 3602 d 5'-B' (681 PRECAST 12M 2042 MO a S'-IO'(70' PRECAST 1173 1954 2769 7 6'-8' (801 PRECAST 1020 1538 1426 14 7'-' (907 PRECAST 904 I228 21 R'1, 1151 PRECAST 703 Ig 771 a 1472, NIAMM M PAROD= ARE KXW FAVAIM FOR a E N .; ' 40 F109 ADDED MUL $EE OFiRRAL RDM IA 4 447 MODUCTIIRVIS9D 14c : •: tt : Donatoaaroa.Mul ua Pkliae L Awapl. oe N.o o e ,°; QR p:G`,+,,• C CRRIOPARPoHO Cv d' 6324CR579 ma amiNALEr;d` k.PLWtW&4M mu.CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES MIAM(•pADE NRAMI-DAbE COUNTY O&UH PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 31S-2S90 F (786) 31S-2S99 NOTICE OF ACCEPTANCE (NOA) mviv.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 AM (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 AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E,, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-S & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. MIAM DAbE COUNTYNOA No. 17-0821.19 e Expiration Date: OS/21/2022 09 /ZS ) /' 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 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, AE., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on, flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, 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 11/11196, 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 44 dated April 1996for cement by Solithdown 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. S. Mill Certified Inspection Report #84-MI9614 dated 02/29/96 for #S rebar by Birmingham Steel Corp. 6. Mill Certified .inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 484 M1980S dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 dated 04105196for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre-sh-essed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, AE., 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 #S 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 L 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. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifidng 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. 0 elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. 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 ASTMS-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 1.0. 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. Letterfrom 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. K'4 W. wzz4z_ Imy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09t28/2017 E-6 f 1 AST- R HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT REMS0 . PacotaCT RGaTv e eomal7laC Willi lr Fla" a•N7rs wlAtL Flwk. BlddlotCsta _ _ L d BA PSe snRRUPUNT STIRRUP D AILS W.m I'M 211-410.1" 1 70 Aw 1-y 7/ri BAR al•-Y r O r-1 Ve to 11•- 0• 0.M 111 ti-0 7/S2 IAa 21'-l1gre a o 37t0 to i p21/ la aAn la 7/AR W u'-toil o a' -a 1/rr so R" PRFCAST W/ 2" RECESS DOOR U—UNTEL DATA TABLE 1. I f1 fi;1 G;!:1ri t!i.1 mTll l'1!L:1 O:Leauil P E" ri--mrj=AIf lmulm lL•' :!JT.'r"•.1/lEi.S7F3QGr;IL\L, r resr[c r_t11 L1[LL IR.Y T,V[YL'S1LG r A<1 RiQaiF Fi[7 YrT]\Jr:,:L.IR.ti 1r/tY{`JfJCii©!JV asap rc;r t3alr y rsmr Cl::i:.J r resar Es:rtr:a mn r.:r rr o mf raa resf r u r:L:r.l ,v. r., r cr'.I r' Ir>• m Je11 • Y AAIWIA ALL ra r er M I IMM WWrDWVD Ga[ FAaWAMN_AIWIL + r• IW+. MN+ 1n . mi •r smo. PA A tYl 7. % S I R aLR..T9fJNa •E'.6 IA llaa IIaoR ttm 111/plum r wotalm D ran= "a Ao01lm A M/YAL R Y fammp a7 clPtlltr[ Lm Am claim a xvitom Cm an L7tmu m Valour " m nloa tmlln emsm W tA17-olltli m mC 1. 111¢aaCaM Ltd 7/n M Nal MIDI K ri A. NmC rit 10M IW = of Ilmtma AMa ft IaYa UYL W Aalll Nlq•T/1. YCI Damn wtfwuw OD of Mt alb um to R1111LL 9V A41r71-Am4lAllaa mA» AAN A41L ao W slwn • .. mm I[ tut 1faoAl Heim a tuDulas 11111111S. al p*M atlmom f.. IAA m RA 1• 71011 " t01 J1m1OaUSVXMX) t•• • .AAa M M AM Amm / am 18R L a fa We m ta A. amyl IIaMM fills . ap A ( 1" USED 11 utu ofFWearemtNAiito41mita » mm umn .ouomala War A. alm lID_ompm fmmu mC 10 Amo tatam All aAlnlai ImCP. P EN9 ', PnonllcraaYlam 11: 6% Code EO •* C Q4+ Um1DADa'2,s16 z Mn PARMNO ter R 11. \S d SFtR1ER Ft 33S' D4, ON&, NG`` ELP.LLIC.ID.4Q50 CAST— CRETE 8" LINTEL FABRICATION DETAILS of s—ru 1 nnna cno A- oor.:-Awr A PRF9TRE99®U.umTEL6 owl4nBt0' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENCiT1.1 In am a 9fa-f8 Tilt-ot aFl? le OFle-ae bie ga el -0 aR1-1/ IR4-a 1124-1e ern-oe e72A•1e W4-0 E -tq 3'-6' (42 PAEPJST 2231 Sow 3712 e10 awl am 150t 10f01 3m 1 460 N13 ISIS 1 t074 ION 11ao 4 -0' (iB PRECAT 196E gat 1 3ew namewSl mt107 iw m6 t11S 750 1 111174 Well I11a 4-6' (54 • PREGST 1598 Ian 2110 7031 3753 4SA NOD RRS 21wT 4375 1113 759 ml 1 1=4 109 T EcIiT 1217 1349 It9 1929 2590 3123 MISS 420 lea JND A315 7567 73dad AW 10 S'-10' •PRf(i1.ST f002 1195 1173 01 Sale 250 moo Nile 1451 2422 4361) 6e 71t1 ISS"Im 6'-6' (78') PRECAST g Lae 21 3031 37a ale 5011 123 2177 34w SRI OW 114194041 SW 7'-!' (9 PRECAST 743 Sell 31D1 Sell IMf 2022p1 w{ 5016w1 N67 9472N72 8'-4' (1127 PRECAST 554 111f Lew Sets 291 34m Sig 3302 7a2 124S INS 94 3415 Wo ID-6'(126 PRECAST 475 634 tw 1247 2093 a77 2163 IRS6 w 1032 ISM 2013 MI 4711 PAf GST 362 set u use Seat 14fl 3117 4009 362 041 13" Isis 243 31a 001 12'-0 144 PRECAST SA 540 aJ 12M lea 2193 lass 3W tlD m Ibl Iwo 2W tAaS 3162 13-4' 1 E0% PRCAST 299 NI nS 1073 N29 ICY 231c te67 471 763 1 am 1420 Iw 010 1 2M 14'-0' I PRL'CAS1 279 424 709 IOU US Ia17 2127 20D 42 JD1 1002 132E 107 21a 1 1130 176) PRIYRESSED NR IW 191 ON PR 0 0 Me 452 M ISMS 1mt 2243 2517 2112 1fi-i'(16i') PRESIRWED NA lot MR25 Me Ks Ni Sit tlt 7lo ItSD S71t 7W3 t3P 2SI3 17'-4'(2067 PRESTRESSEp N.R. filllot MR 0 101 W bib ISD 1320 1609 IeN 2517 19'4i(232) PRESTRESSED U* w5wto7233IaD750Sell12R51ISIeple21'- e(2561 PRESIRMED NR R 13440WS MR MR MR IR 1m SN a46 1 N US Sale RR, iS MR22'-0'(264'PRESIRESSID KA IaS 1 3839 7N ION Ins 1179 24'- D'(28n PRESIALSSED NR SIR w w in t29 also tso 5 0!4 m to32 1»3 SAFE LATERAL LOADS FOR a ° ee. --.-MCOWn 11.1 q1 M A Cep G. CrSAFE LOAD PLF LENM TYPE BUS OFS R c.mU3'- C (421• Pw.W 1D25 1024 1596 4'- 0' (0) FIiM-W 765 763 13DS 4'- 6' 1541 PRET W 592 591 1073 S'- 4' (64) PRECAST 411 411 745 y- f0'(707 PRECAST 340 339 016 6'- 6' (7B1 F9iE1imST 507111 721 490 7'- r (90) PRET.AS1424 534 363 g- 4' (1121 PRECAST 326 • 512 230 17- 6'(12r PRECAST 284 401 180 W- 4'(131r)PRECAST 260 432 154 12'- 0'(1447 PRECAST 244 402 137 23'- 4'(1601 PRECW 217 324 110 14'- O'(1691 PRECAST 2051 293 100 14'- B'(1761 PRFS1RqMD N.R. 2114 91 PRESTRESSED N.R. 259 63 17- 4'(2061 PIESTREW N.R. 194 64 19'- e(23n PRESTRESSED N.R. 148 52 21'- 412561 PRESTRESSED N.R. 125 42 2Y- 0'(2641PRESiRESM NR 118 40 24'- O'(2W)PRESIPBO N.R 91 33 c- 1t 1113t for I nenc CAD IS- VQF:nA9TR PRI?STRESSED U4-NTELS I6CW SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGIN efe- 0 da- tr aF 2-O far 5-21 aF1a- tr iFladt w&- rt ectoar oftl- It ru- or I U21- 17 eN1- H Mat - IT w32- 2r 3- b' 4 PRff+1ST 16a9 7a5{ 4 a94 5163 Sole SSW 200 UN S16S IIJ2 70DI 4'- 0' (497 PRECAST 170 2700 Data wIS SJ2S at17f U0 2303 Jaffa Sete 4570 023 WM9 4'- 9' (s47 PREGLSr Use 204D 21W M 4043 4711 1379 in? 2w 2w 33TS am all e3A 1716 tat Rats li! E 1322 5'- 70'M FREOW 293 31a am al NMI1SOW23l3J1ss6'- B' (78' PREOLSI A 1 2129 7251 371 Ito? law 23to ties ml 37t2 7- 6' BD PREGST I Vita gas 242E 2aa 312E(1994 In# 3 2UD tta 321E 9'- 4' (1127 PREi W up 7ffe Iam 1N1 1116 2167 2aOD al eel 131e leV I INS 914 MR t0'- 6'(77E PREIi1Sf aD da Nt uqa Sot 1736 201 1 0o ws 110E 1472 W m ad 203s 2349 tt'- 4'(736') PRECJIST 414 am IW7 Ian 1S13 Sm 191 1 90 104too 1372 ad 1843J ISISM 21a7 tY- 0' 1449 PRECAST uo ae 72/ salt It 130 470 s50 me ISM Inch Set PRECAST 411 3w a7 7e! D64 110 ti1 • tW m 1159 0 I 14'- O'(166) PRECAST J° t m aaa n4 No 1054 91m. 410423mDssuse119214- W(176j PRFSTREMED w w0 n3 ne tit 30.43eLt Ow I ow, Isla 15- 4'(1841 PRES 224 311 an w 7E9 911 230 313 1 ete Ilea 1t IIeO 1 17'- 4'(20B1 I 20 609 I0e 750 1n1! 306 1 e49 tj 71 ttil 19'- 4' (2321 PRESTRESSED" 229 34e 4N N7 A 1w 213 420 4 Q] N 12a 21'- 4' (258 PRESIAESStn in 2a1 301 316 e) 59 as 91 t72 373 1f» 721 9w too 2i- 0' (2647 PRESTRESSED 137 29! bit lea u7 223 330 S1J s 9wm eel w1 24'-O'( 2997PAZVESSEO 121 17D tw S42O tt tsi 12/ 203 319 W wa n efe 7NE NUbI11M W PMEWE615 ARE PFTMI REDUMM FOR CTUOE 40 . • SEE CDM NOTE E10. 16 ON SHO 3 OF 3. 1/I FaD ADDED REBAR SEE CET9RA1. NOIE 110. 4 ON SW 3 OF 3. MOWS`it37VIS8D maam7mgvwl Dom Flows otomIsI t+r11h llle Fle11do eayto°1s 14° lydmi,ltcedeAnw27—o22'7• Aampl.nee Nal ' 7 °Iq Civil I7- 2 2 7 vcom u1171rc - SNEET 3 OF 3 Y.+ f T21CiD M Ya11Ltt11 Iauwllw nm -- n CEIB781L WE NO, 4 ON SHEET 3 OF S t414IDU1x2AY16'ffD l/ . gWSPARPoNO !1 P•''w,i` 6924CR679 BffFFNEK S1 a . 1F 4 CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 8" PRECASTWI2" RECESS DOUR Ud.1NT1_L.S OW-40 ma SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 01iUB Wo-M MFl Qwn-o&v"jvno-oo 06-U sF10-te WN-111 6AFt6-1 W22-1 M22-le W36- 4'-4' (521 PRECAST InsIN1 J1B6 32BD 43N 3421 NW 2667 1091 sm an ow I 0010 I 6476 10193 4'-8' (547 PRECAST 1494 15B6 3015 2M 3M 1 4246 5124 0904 IM 3A61 SM e039 I 0060 0470 1003 5'-8' (66' PRECAST M° ro 1710 1711 22" 11J6 3402 3 rA 1W 24M 4557 6384 eD M70 A311 5'-1C (MI PRECAST 810 16J3 ISM 2114 2510 3114 Mml2J424242CONumm74mmmoevo 6'-8' (W) FEW797 1D1 IW3 3120 5048 7747 SD A01 1B1J 3120 BOIB 71fi 6479om 1 7-6' (90') PREG1St 669 735 1490 2459 JIm 0743 72A Be21 712 14W 2456 Mill6743 1 9'-C (I19) PRECAST 411 M Is, 2233 M29 291 3146 Me6Ae 1 150 229 i 3121 4150 SDI J) NNE NU118E7A5 N PARD40ILRIB ARE PM(W REDUCTIONS FOR GRADE 40 F91D ADDED REBAR. SEE CEN EM NOTE NO. 4 GENERAI 1) WIeMe: ietd - 40M pd Ce pr Ihiedd- M00 Nga a wm yy 0aaw u n110Mll opn 27e law e MkwO .W1m N.6 11 M mb and rd .n edLidp 4 mm %WSoc9a 'li!0•r Is Tdd C.4 bba M r 3)11.1Ge b6 spht bid mmdd MM ld&ld le. ptlMA. OW Wpor acacWmb M la*+A e.dp>to ht A,ro` tSY''. iddN'iir %"=e1oi rm w 5'Fm meter'AdtdrtIm• d0 IT-4' ed bger m.d+ !RO[ Up bCode see enGq W M1eMe 9e0diy M& 4 there Red Cob m ng Ol Amq 7) 0. E7 pbw per be a bld Iw be 13 1dwL l 1./ema5•eA d Odd mat to.yb eab C. WMI" trd I77 M elndaaelldwdtketgma.,,,• uu e1nedde:"`D.°dU•ml t•i°m Med"d'C d 4-a.; ttn e" too d .4tipA 10) BIL - Ild bW 10 0db• idl edict rdw b r bmbl d b. rbom of Ike UM eW* SAFELATERALLOAD11FOR r PRECAW Id2" RECEBB DOOR UaMTELS 4wST+44ra SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU V-44 (5* PRffW 758 1 757 1164 4'-0' (541 PRECAST 894 693 1073 5'-e (88') PIECAS7 408 1 407 065 51-101(701 PRitw 382 381 816 5-e' (807 PREOAS7 595 788 464 7-6' (90° PRECAST 809 674 383 9'-S (016) PREDAST 370 490 214 d SEE CO Mi. MOTE 18 It) udlb W rWelsea9 O Mom! '"4 mldu 4 00 ea0• V mm418 Is17Y alelw s4.a d t I ' " ' t. edrd. • po•mf ed clae 1•• 1.r1 eft 4 wrsamie! W. ma mi•s•.e y0610.oC-p1Q` r eRr •M ( 1d• 0 /wOe. IQ rL du r dmW kr lx a4 lw4s"dS 6i tdep e 4foa u.d&d tW •0,•AaldMl sd.w.r foci + e.l. ree.rr ew t to t4 . mgmb Psd k*b rl mea eee d. led bm erl km low dtea 14 r. wd r6b ml com i0• at. bd ban m d lowd Imlb W& 11) Sot. b.d. a.-ot*vwA I II beer. IQ 9* bde lead o n6nd d.dr vn4b p• AO 030 NO AO 3Y 0) AOMVIb ap.db mn . uo. M 0.k !r dee ~ SAFE UPLIFT LOADS FOR 8" PRECAST%W 2' RECESS DOOR U-LINTELS 4 w4ca i6a" SAFE LOAD - POUNDS PER UN 2AR FOOT TYPE LENGTH OAF11-11 ffwil UM4-1 le -I 11 W"-17 600-11 own emo-m emm-n emo mz-21 om-m also-Z 4, ( 521 110 2M 3050 3751 440 BNO 600 I= WO 3751 4445 140 4,-6, (54' ppECA$j a? lea 2t72 on 301 WS 4%3 e07 IM4 2272 2M 3AW 42" 490 5'-0' (611 WiEWT M1 17l7 232e m54 33U 3A11 075 I= I 17A7 232E 2W 3Xt 3011 5'-10'(70) PKW US IMPA 174W 2M 277! ft 37D0 2749 6S6 1237 I OVA 2m 1 2773 mo 17A6 B,, (an PREriASi 70 w 1 1900 2420 2NA 3m 57D IDW 1520 M 2129 2=00 333 7'-r (90') PRECAST us 742 m 1' 1 2108 26A7 so SO 671 1364 17U 2166 W 2160 9'-B' (118) PRDCA4T US . 40B 664 1222 4 1 211D 395 500 1072 130Arim 201e lUl In THE NUMBERS N PARWHESS ARE PFRWff REDUC110RS FOR MAX 4D FR D ADDED RESUL SEE GENEIMA NOTE ND. 4 TYPE DESICNAT)ON F p&11p/pFb11m1tF1LOR'mDWT i" 8F'16-1 B/lT 0016t11 limb At11Yl A7 Of . . ds awI u >Q MAI am Jam y Cult mv1 s 6mo1 tJ loom PRODUCT OF UM D09Y E} Z aa•yA A ROWWO m 4mmplybtg aiO.uk wm;d: I1, 7/M AMR 1q 1pT py JGEN• 0i&dtmnOCode 44 - --- a 7RODAl¢fRpylOpD 2D. O a401thepbMb gg / D l Zr 7.,• F(: - - CPA18PARRNO i • OR1 'C P` 0324CR679 WRIIER IL M94 del Der Cocm AST—CRETE 8" LINTEL FABRICATION DETAILS L' T 1tOD tYID pcum Uw% 1T 4OD - AIt. eb 400M : mo s tr 3 ifCITY OF SkNPORD fIItF f)FIWITMONT Building & Fire Prevention Division PERMITCA,PPLICATION Application No: ?l /(0 2 L/ Documented Construction Value: $ 51,000 Job Address: 2352 Blue Grouse Lane Historic District: Yes No lParcelID: 17-20-31-502-0000-0480 Residentiala Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title. Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Contractor Information Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 6t° Edition (201 7) Florida Building Code Revised: January 1, 2019 Permit Application ri 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 I',- 4 18' ub Signature of Contractor/Agent Q's 1<ancaorl Crbhs Print Contractor/Agent's Name JJ signature of No of Florida ate $ X 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: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: Revised: January 1, 2019 Permit Application CITY OF SANE BUILDING & FIRE PREVEN PERMIT APPLICA Application No: Documented Construction Value: $ E'iv4 Job Address: 2S 52 614x.-t CLmti.%-e (-a.n f- Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New a Addition Alteration Repair Demo Change of Use Move Description of Work: PjLL:ovJa t nti 64— 5 FIR : Cki okma ? , Cc i- Lot-s , Plan Review Contact Person: toy, bL. ( cl•Q.,r Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name 2 . J . le-tg_l4-s. %J_A&b.n Phone: -4— 2-Lf3 " Street: 4'40( Igo` ii, ,v..," Fax: 40 - :2-c4 o - City, State Zip: Qr4 c&_. %c- a State License No.: CFL Architect/Engineer Information Name: Phone: 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 YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE a COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation h commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructs n in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poo , furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 01 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wt management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi d 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 val e, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date i=Z.'- J- ce1 Y, w Signature of Contractor/Agent Date Print Comz:;;—tq-2oi9 ame Signature of No ry-State of Florida Date 6Y COMMSSION 00 f ` 103; ay EXPIRES: August 2 k 20IS3Frt j aatiedtlwtintyyq od&&& Owner/Agent is Personally Known to Me or Contractor/Agent is e ' Produced ID Type of ID Produced 1D 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 Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application AV 9507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Vzldco, FL 33594 •. Orlando. FL 32824 www.RJKielty.com92407-a55-2636 State License # CF•CO202 727.863-5486 813.661.0707 P.J. Ki ELTY Page: 1 Of Proposal No: 717--13532 PLUMBING • NEAiING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as spedfied. All work to be completed In a workman like manner according to standard practices. Any alteration or deviation irom specifications below involving extra costs will b ed only upon writton orders. and will become an extra charge over and above the estimate. All agreements oonifngent upon strikes, accidents s beyond our control. Owner t any fire torna . and other necessary Insurance. Our workers are covered by w orkars compensation Insure LrL_ l AUTHORIZED SIGNATURE: THIS PROP' AL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DJ We hereby submit spedfi ns and estimates for. Master Bath Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TLt82 Chrome Valve1Shower 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Beth Sterling Accord 60x30 71140120 White With Wells And Moen Chateau TL183 Chrome Valve1Tub t Toilet Gerber Maxwell 21-912 1.2B White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen t Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal 1SE Badger V With Cord 1 Icemaker Une With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Neater 50 Gallon Electric NOTE: Backfilling included For Sewer 8 Water Only (Slab Bacidilling By Others) Baekflow Prevenient Included EXCLUSIONS NO Ponnl Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot 40' Water Allowance; Additional $3 per foot Applies to any drect contract between an owner contractor (RJiQ - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Thiaboveprices. specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment vdil be madeoutlinedabove. I agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 112`yo will bo added after days. Any sewer laps deeper than 4 112 feet or requires backhoe or dewatedng will be an extra charge. SIGNED t-- ' • ` C'' 2-- DATE OF ACCEP'rANCE S PAGE Branch: Hudson Last Edit By: Last Edit Date: 712712017 r I CITY OF SkNPORD r•11t17 r)1:11MIT E-NT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 2352 Blue Grouse Lane Historic District: YesF—]No ParcellD• 17-20-31-502-0000-0480 Residential Commercials Type of Work: New z Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : Contractor Information Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Name: n/a Street: No Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/Engineer Information Phone: 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. LF 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 61° Edition (2017) Florida Building Code Revised: January I, 2019 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 petmit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Daze Print owner/Agent's Name signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 12 Q Signature of ContractodAgeat E611 ? fF` LrC'r%c10n Zfas 1 Print ContractodAgenes Name s ilk gJV Signature of N of Florida ate $ M Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: CON94ENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: Permit Application Revised: lantuuy 1.2019 3, r.1 61-0, z SPECIFIC PURPOSE SURVEY FORMBOARD) 106 WYNDHAM PRESERVE LOT 48 ACZ el Pe St. PC 93) AM 2 LOT 36 LOT 37 LOT 38 N894 0 51 T 60.00.1 mom saimmurr) or Lor do LOT 48 AREA 6,900 S.F. 13.7 12.7 LW I STORY RESIDENCE w LOT 49FOFFIAF--RBOARDLOT 47 28. 7 1' t its 4. 7 wQ 20.0 di 13. 3 fly UTI:ITv FEASEMENT(P) 60. 00, S89-40 5 1 1WW' CONC CURGBLUE GROUSE LANE 50' RIGHT- OF-WAY 2.92' CENTER UWE ( PRIVATE ROAD) Pep PCP'\16 SBr4O' 3l-W 476.11 IPCP Building Setback@ Q 129 BLM.DING LAYOUT NOTEI Setbacks: Per construction plans for Contractor and owner are to verity all VARDNAM PRESERVE% City of Sanford• setbacks• building dimensions, and layout Seminole County. Florida. shown hereon prior to any construction, and mm*dIately, adviss Geiiftlnt Sunivying. Inc. of From - 25' WNFIENSION NOTE: drAction from Information shown home& floor - W Proposed building dimensions Failure to do to will be at user** sale risk. side - 7.5, shown hereon are of the exterior. Skis Street - 25' W :KL4 T*: osster 4M.0-1.1t _00. fWA."_~_1t SURVEYOWS NOTES: PPLUIPAIRED POP - PRM Pcp_ psMan=1M4 Point 1. 0~ flow hole notion - the subled v rat soon furnished to C@&P&d S—ling. Ino. startX61 thlo ASHTON WOODS FP&L - no," h' -Plot M_ ndh A. 6LM plot ples. MOOD ZONE- 8P:-WhintOReeaaeeachaWait, met., od: water Wake 2. Res". -dk& ad dhw of-Ger Itern oftsoa beften 0.0 - plot seek IT- token man ongirwaring loons owi ors subject to ayst. 04-:1" Ace-FR=ater met. C.. ag I. AC04-11-101Md Water Val.. I C. ohm hereon - h 1.4 one are retworoad to The property shown hereon Is an the Federal Emergency Management Ag*nW@ Flood Insurance ep:11rich P~ -Cable fle- 1:1=6, 04 NATIONAL GEDDEM VDITCAL DATUM Or IM OCMTII Rate Map Panel Number 12127C-0765K. In Flood SW _Side.^ t n," h near 0,natio, 0-thmir pold 4. IS SPON WGIN & fiftliftbi saw derations Shoon base, VNDMAM Zone Y 0-Ct0b = P43M am from the construction plan for PRESEIRVE7. 9-04 en -cmtdtop1. ):(-Night Pois City of Seward S*Minois County, nod" DESCRIPTION: LOT 48, according to the Wv Uu, loc 3, This Specific purfe" Server Is ter the location and dowlthn Of the f MMO MRS 6 1= A MNXW we canw, Set (rob in wow) 6:= Sewer M no. ant, sib" plat sr - square feet 0- = Mldh.M of'WYNDHAM PRESERVE", as recorded In o.UJL:= W&/utti1&S"Meftt coo _06on Out FWGo A Plat Book 81, Page 93 Public records of avoo-inigdonC;onva Vol. O.K.: parke, Italian WON I`_ A Seminole County, Florida Illoot Set 91 2.' k- Red U1776111 ran-Gle set., VaN. SW -Set it A Disk 1.111774111 met. 0111 M U1 fauna 1/2' Iran Red 276111 IR-c" np 2' a :Mft Gross me:reuseP, 2 JrALeTa'"'aa , -0,61rord, vr=1- DL.ction 1C.-F- W 4.4, C—tsjoa-k ed ftnorado The continue that a un- of the haw dincrifed am" was Mesa under My A% Motu the Standards of SSS Windeday Piece. Suite I OG a FL 32751 no. Wanu Uri" Ao How. =:,It... In a.b. I na me app ft" as forth- We of Notational F1. Atm.% Phone: (321) 270-0440 REVISIO9iniyeANS NS dininbuctin aStatutes. Fax: ( 813) 248- 2266 LicenseC Busingea No. LS 7768 G e o P o i n t Surveying, Inc. Description Date Dwn. Ck'd P.C. Order Na. Ie LS 10raim- 11CA I Ch*ckod:JDL I P.C.: loot* Ftle.11rhoodiso-ft AND THE OMGML 1Order No.: — I SEC. 17 - TWN. 20 S. - FING. 31 E. I Field Sk. — LO **,dW" ANDMAPPER LEI -Cow '1rESlTKG LABORAI'o S, INC. 31 S. Main St. ' Winter Garden, FL 34.797 PROJECT No: 407-65"656 ItzroHt r No: WSPORT OF T-PI. CS ]31RNS"y TESTS RffCaTED TO: MATERIAL: DATE TESTED: ICATWN awn DRY DENwry &1A8 DRY DENsI'e4t Y P6BC T ngcros Ths.eWR. W cn.9l. BUIL 94 7-e 2 7 I , e i t-• 3 5' , cp Af•. Sys.( -7D -I am FINAL BOUNDARYSURVEY WYNDHAM PRESERVE LOT 48 zN PB 81. PG 93) a a c 'oe1 ed 1 a* w LOT 36 ® LOT 37 E 3 g 89'40'51 "E FIR so.00 O NORM AIM024RY Z OF cor 4a c o ii u LOT 48 w m $ AREA = 6.900 S.F. A/C PAD` A•------------------ Survey Note NO SOD AT TIME OF SURVEY. Building Setbacks Setbacks: Per construction plans for VMDHAM PRESERVE'. City of Sanford. Seminole County. Florida. Front o 25' Rear 20' Side m 7.W Side Street - 25' L, LOT 49 ml COVERED Ili ai PATIO a 1 STORY RESIDENCE o 2352 BLUE GROUSE LANE FFE= 28.71 V in 15:8•'----- - 13. co CONC CONCRETE WALK DRIVEWAY In sh? 60. oo' S89040'51 CONCRETE/ / SIDEWALK SIR i O OAA J w LOT 38 LOT 47 l p 6 r10-' UTILITY L6 EASEMENT (P) Vwnw_ BLUE GROUSE LANE CENTER LINE 50' RIGHT-OF-WAY PRIVATE ROAD) SSW40.51 470.80' ESGEIND:AOUSSO-Acens/Orainoge/Utaities/SdewNk PRM Page hrr orent Ref. Monument PCP -Permanent Control Point FP&L -Florida Power & Ught N-Plat FFE -Finish Floor Elevation Deed Book Water Meter O.R.-Official Records Book 04-Water Valve P.B. -Plat Book V-Fire Hydrant Pg. -Page RICR -Reclaimed Water Meter Vag. -Elevation RC04-Reclaimed Water Valve Cone. -Concrete Cable Box 13P-8riek Paver m-TNaphoAs Box SW -Sidewalk m-EleeMic Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTI -Grote Top Inlet Ught Pole P.U.E.-Public Utility Easement t--Guy Anchor RCP -Reinforced Cone. Pipe OU--Warhead Utilities PVC -Polyvinyl Chloride m -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m-Sonitary Sewer ManholeSF -Square Feet ENNo -Electric Handhole O.U.E. -Drainage til%Easement Coo -Clean Out FMCO -MAC NAI &OiSK A"Y0,4-Irrigation Control Valve P.K.-Parker Kolen Nail I' -Sign SIR -Set 1/2" Iron Rod L87768 W04-Gate Water Volvo SPKO -Set P.K. & Disk L87768 99-Cos Meter FIR -Found 1/2' Iron Rod L87768 rr -Existing Grade FIP -Found 1/2• Iron Pipe L87768 a -Blow-off Valve FPKO-found P.K. Nail & Disk 1.87768 -w_-Orainage Flow Direction FCM -Found 4'x4'_ Concrete 10.0 -Proposed Oestan Grade Date z x0 0IR z Ln SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying. Inc. at the time of this survey, and to subject to title review and/or abstract Gsopoint Surveying. Inc. makes no representations or guarantees pertain" to easements. Aghts-of-wayset back Ones. reservations. agmsmente6 and other slm,ilor matters. 2. This survey Is limited to above ground visible Improvements. and that nothing below the ground was located including, but not limited to foundations (footings). utilities. ate. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to matters shown on the plat of WYNDHAM PRESERVE'. City of Sanford Seminole County. norldo. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. 6. This survey Is intended to be displayed at 1' 20'. 7. All boundary One dimensions are field measured unless otherwise noted. Last Date of Field Survey , 9 /nr, /, a This certifies that o survey pt *V 111d % described was made under my su • d j eStal Practice set forth jtftdprldo. 'T pro el Surveyors AI Mop ap ap Bll+al 6yldrr code. pursuant . ;j 02 . Stat v s D. M, LS6915 PROM;SIONALL 00I jo. ................. ALID WITHOUT THE O AIMI' D THE ORIGINAL PREPARED FOR: ASHTON WOODS FLOOD ZONE. - The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone Y DESCRIPTION: LOT 48, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place. Suite 109 Maitland. FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77W GeoPoint' Surveying, Inc. Drown: RCA Checked: JOL P.C.: Data File:6dmnEad- t Date: 12/07/18 Dwg:&hwFmMd4e Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field 8k: CITY OF SANFORD BUILDING & FIRE PREVENTIONZDPERMITAPPLICATION i Application No: — Documented Construction Value: $ 4,344.00 Job Address: 2352 Blue Grouse Historic District: Yes No Parcel ID: 17-20-31-502-0000-0480 Residential X Commercial Type of Work: New M Addition Alteration Repair Demo Change of Use Move Description of Work: Inctall new AC with duct wnrk and vPntinai Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 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 Enegry Air Ct Fax: City, State Zip: Qrlandn FI .19R10 State License No.: CAC1816317 Arch itect/Enginear 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 THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised: Junc 30.2015 Remit 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 ofOwwr/Agent Unte Print (hcncr/Agcm's Nanc Signature of Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 10/23/18 Signature of Qtnt&tor/Agent Date Robert Kulo Print Contractor/Agent's Name s' r t o / 3 f 1 t3 Signature of Notaq•-State of Florida Dat VOW dip Nobly Pudic Sane of Florida Saral Rodriguez My cemmlaaicn GG 147034 ja Expire! 10101/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Pcrmil Application WORK ORDER Job #: 34653 Date: 1 /25/2018 145947 ISubdivision I Phase I Bid I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: W ndham Preserve 1 10481 2352 Blue GrouseADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 132773 Model/Bldg: 1769 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: A/H-1 or Furnace F84CNP030L00 Job Phone: Heater or Coil CE2401 COS Heater or Coil Date Requested: CU-1 CH14NB03000G 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 Yalsomol7 Qty 1EAIPullsPermit: Builder calls inspection: Zone Kit #1 ZD1 EAI calls inspection: Zone Kit #2 Z02 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 ZD6 B Pass Damper #2 1ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air 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 03-Fabrication Labor 1.54 19.40 Rou hin 2.137.00 21.33 319.9504-Installation Labor 6.38 108.38 Trim 2,137.0006-Piping Labor 14-Kitchen Vent Trim 1.048.8702-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 1 80.0009-Permit/Other 1.171 14.77011-Delivery Labor 2.341 29.55 Total Contract: 4 344.0020-Pull Material Labor 2.Sol 42.5012 -Startup Labor FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 48. 1769 TL Builder Name: Starlight Homes Street: 2352 Blue Grouse Permit Office: Seminole County City. State, tip: 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 (2114.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft: 6. Conditioned floor area above grade (ftJ 1769 b. N/A R= ft' Conditioned Floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-factor. N/A ft' SHGC: 13. Heating systems kStu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1769.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASSTotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and FtllE SrgT this calculation are in compliance with the Florida Energy specifications covered by this V Code. calculation indicates compliance N el with the Florida Energy Code. s••r k ,,, O PREPARED BY: M/ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as designed, is is compliance Florida Statutes. with the Florida Energy Code. OD WE't 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. 1/16/2018 5:59 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 Certificate of Product Ratinas AHRI Certified Reference Number: 9162305 Data: 10-24-2018 Model Status: Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Nome: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NS030.0"A' Indoor Unit Model Number (Evaporator and/or Air Handler) : F134CNP030L 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 2101240 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), btuh : 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 t'Active' Model Status are those that an AHRI Certification Program Participant Is currently producing AND selling or offering for sale: OR new models (hat are being marketed but are not yet being produced. Ptoduclion Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still soling or offering for sale. Ratings that are accompanied by WAS indicate an inyoluntery re -rate. The new oublished rating is shown alone with the orevious (i.e. WASI rating. DISCLAIMER AHRI does not endorse the products) listed on this Certificate and makes no representations. warranties or guarantees as to. and assumes no responsibility for. the product(s) listed on this Certificate. AHRI expressly disclaims as liability for damages of any kind arising out of the use or performance of the producl(s). or the unautharized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahrldireclory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and .iconfidentialreferencepurposes. The contents of this Certificate may not, in whole or in part, be reproduced: copied: disseminated: entered Into a computer dat kbase: or otherwise utilized. in any form or manner or by any means, except for the user's Individual. personal and confidential reference. AIR-CONDITIONING. HEATING. CERTIFICATE VERIFICATION & REFRIGERATION INSTrtUTE The information for the model cited on this certificate can be verified at www.ahridireatory.org, click on -Verify Certificate' link ..r uutr lili t.rnrr- and enter the AHRI Certified Reference Number and the date 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.: 131848803425242938