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HomeMy WebLinkAbout2449 Waxwing Way 18-974; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONtFEB112018 , - u J Application No: 7 J r. " Documented Construction Value: S_ Job Address: 4`t.9 L-k-) ct x W n . LA-)cw. Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1 cal o Wyndham Preserve Lot I t.o I 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.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with' the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015"( l 3 - Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental.entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 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. a-19 -I$ Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets 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 Print tr for/Agent's Name Signature of No State of Florida Date y Shayne Mangel so NOTARY PUBLIC 71 .,, s M- STATE OF FLORIDA Co m# GG1131 t 1 Contractor /Age>Fifis piP@1FsW3b?A6wn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [a Electrical [3 Mechanical o Plumbing'® Gas Roof Construction Type: b Occupancy Use: (Z.3 Flood Zone: Sc' e Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps Plumbing - # of Fixtures \—] Fire Sprinkler Permit: Yes No Ef # of Heads APPROVALS: ZONING: (., 5 1 116 Ito UTILITIES: COMMENTS: ENGINEERING: •&z' G -13 -0 6 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 46 .5 °10 imp. 22110 Ra9dcvi - S , CrI- Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 7 Revised: June 30, 2015 _ __ _ _ _ _ _- _ Permit Application - — - CITY OF SANFORD c:,'a: OUILUINQ & FIRE PREVENTION PERMIT APPLICATION FEB 7 1 2018 Application No: Uocumented Construction Value: S 13 i l g Job Address: 2 L--L-}.q LkD 4 W ir-t . L Q Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1 cal o Wyndham Preserve Lot I Lo I Residential ® Commercial Type of ork:_L1Tewg_Addition-1 Alter-anon-E Repair- Demo Q_Change of Ts 0-10 0 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.marlgel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 Phone: 407-708-0161 Resident of property? : No Contractor Information Name Starlight Homes Florida, LLC/Robert Willits Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Phone: -407-647-3700 Fag: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kurp Phone: Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - Bonding Company: :NA Address: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapen -nit 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits,required from other governmental.entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is 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. nWSM n 1 that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 47- Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets jSit--'.f ra for/Agent's Name No State of Florida Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Wc• " = Co m# GG113111 19 0Contractor/Agent is PPi @?SWRR1l0wn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No. APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: ". WASTE WATER: FIRE: BUILDING: Revised: June.30, 2015. _ Permit Application_-__ - - 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: 2449 waxwing way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1610 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL US•E ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-974 Reviewed by: Michael Cash, CFM Date: March 1, 2018 P Application for Paved Driveway, Sidewalk or Walkway(2pol*AK4411 Including Right -of -Way Use & 9 J Y F 17- Landscaping i11 Right -of -Way www. sanfordfl.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over-100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the Koo.,.nae,below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dia 1. Project Location/Address: aL+LA 9 W dt Y. W i n1± ^ c n,4MOA mil— 2. Proposed Activity: 0 Driveway 0 Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Property n-::V SignaturPrintName:Address: 1064 Grelvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: shayne.manget®stadighthomes.00m Date: Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement 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 Requestor's expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have rea derstand the above statement and by signing this application 1 agree to its terms. Signature: Date: a— a - g This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Official Use Only Fee: Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date: QQ Date: Date: Novemoer[ uio ROW Use Driveway.pdr THIS INSTRUMENT PREPARED BY: tmj RName: Starlight Homes Florida, LL(C: Address: 1064 Greenwood Blvd Suite 124 lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT MALO1'r SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9079 P9 28ii (1 P9s ) CLERK'S T 2018020044 RECORDED 02/21/2018 11:55:21 AM RECORDING FEES $10.00 RECORDED BY hdevore Parcel ID Number 17-20-31-502-0000- % (a to The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pgs 93-102 Lot 1 Le 1 Address: GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: _1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llenor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under p al f perjury, I declare that I have read the foregoing and that the facts stated In It are true to the be f my owledge and belief. gnatum Owner's Printed Name Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead State Of County of The foregoing Instrument was acknowledged before me this day of (A -DI rAf U 20L v p by J r—,/ Who is personalty known to me sQ LL Name of parson making statement oc __ _ n OR who has produced identification El type of Identification produced: O CShayne Mangel o . a v NOTARY PUBLIC LL o STATE OF FLORIDA cc J w r Comm# GG113111 v u a v+ m Expires 6/21 /2021 Notary Signature LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3,_ ap-j I& 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): EY The specific permit and application for work located at: a`149 W a , AYN4,6 rd Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: RobertWllets State License Number: CGC1522347 Signature of License Holder:10 STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this I S day of Ja UC,I al 200by Robert Willets who is personally known to me or who has produced as identification and who did (did not) take an oath. QS, hh ne Mangel NARY PUBLIC o STATE OF FLORIDA Comm# GG113111 El Expires 6/21/2021 Rev. 08.12) 14" M AA-1 Notary Public - State of Commission No. My Commission Expires: REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a . ao Project Name: v r ijrlam YeS, Project Address: aMLkq L AJ" c+-i W 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. ZT7 wner/Tenant Signature 4P ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print Na a Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Ott &51ev-6-0Dk, Print Name of El. Contractor Signature of El. Contractor El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/ 10/ 15) 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 u, re!rr_+.v-.-r Fi1 EC RICsAL• s+...-.,, r..ar7: _'':C( .SS.y'C :'.yr „gs:•t.i •f:Y'•;h',u i st'°i ^ _. , P•ERMITar` °:'4_ =: ^' s_;- ,-z=.:y_T..;j;;`:" -:- ..' := + -= g stair _,. .... .a.hi •7c`.:F.^; _:f rr. " i: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough i 1000 Electric Final i I WIN Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final q'-'+yCrlfr:'a7- •_vt,le' 2rv.L-.I':TeIa Y J C1 A 11-i`` .[:. it%Y i{ Y'Flfl•_ 7'< <`i:] Viy'J:vi Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final i i REVISED: June 2014 CITY OF JFS ORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: y - . Documented Construction Value: $ 5,070.00 Job Address: 2449 Waxwing Way, Sanford, FL 32773 Historic District: Yes No Parcel ID:17-20-31-502-0000-1610 Residential Commercial Type of Work: New Addition Alteration[] Repair Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pre Construction Coordinator Phone: 407-886-3729 ext 163 Fax: 407-781-1666 Email: dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? : City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 4, 7-781-1643 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 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 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t11 Edition (2017) Florida Building Code Rcviscd: January 1, 2018 Pcnnit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of O«ncr/Agent Print 0%,ner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID I (IDS Signature of Contractor/Agent D to T— Pnnt Contractor/Agent's Name iO/W V,f VV '/G (-n I I LI Notary Public State of Flodda Jessica Kline h , My Commission GG 056367 W4 Expires 12/19/2020 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: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2015 Permit Application WORK ORDER Job : 34706 Date: 1 /26/2018 145998 Subdivision Phase Bid L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 161 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2449 Waxwing Way CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFIL 32773 Model/Bldg: 2260 Ma ellan Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP036L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO360OG CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Builder calls inspection: Yes Yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper ZD1 Y81 SOA1017 Qty I EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 402.56 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZDG B Pass Damper #2 JZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 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 1.98 24.95 Rou hin 2,500.00 27.30 409.4304-Installation Labor 06-Piping Labor 7.00 119.00 Trim 2,500.00 14-Kitchen Vent Trim 02-Material/Tax 1,274.65 0 1 -Equipment/Tax 1,482.48 Permit 70.00 09-Permit/Other 110.00 011-Delivery Labor 1 1.421 17.95 20-Pull Material Labor 2.851 35.91 Total Contract: 5,070.00 2.501 42.5012-Startu Labor CITY 01 D SANFORD Building & Fire Prevention Division PERMIT APPLICATION Application No: I q_ L__ Documented Construction Value: $ 45,000 Job Address: 2449 Waxwing Way Historic District: Yes No 1 Parcel ID: 17-20-31-502-0000-1610 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 Phone:407-630-0119 Fax: Name Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Street: Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information 146 West Plant Street, Ste. 240 City, state zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: 407-630-0119 Fax 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 OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Pcrrait Application 10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect• at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agcnt's Name Signature of Notary -State of Florida 'Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent l3atr xl = c.ncaut Cibb3 ^ Print Contractor/Agent's Name Ba€ Signature of No of Florida ate Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application r•- CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application No: IC:-c-4'-1 Documented Construction Value: $ -4 JobAddress: 2 q Lt 9 con-t Historic District: Yes No El Parcel ID: J Residential 0 Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move A u l tz-,- 5,42 cL C (n ' - NIr ,e DescriptionofWork: Plan Review Contact Person: b%u-•I i -0-r T Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name r Z I .f }7( , io, Phone: 7 - Street: 99,01 l-t . , -, ? 1 Fax: 4 - City, State Zip: r State Lice e Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail• — Mortgage Lender: Address: 2ti - 3 1- 44-4 43 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 3E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAFN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation as commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe on in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application fi NO"rICF.: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may Iheremaybeadditionalpermitsrequiredfromothergovemmentalentitiessuchaswatfoundinthepublicrecordsofthiscounty, and t 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 requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittrheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuation "Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vat' 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 A be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Pnnt Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 2 Signature of Contractor/Agent Date IZccl -cl Ic--t E=C` Print CAM-4 ent's Nm e Signature of Notary -State of Florida t&. PA_ SUSI Aug 'I i lr.—tiLa sonde TR.O teryPuttt 11 _ - - Contractor/Agent is Personally Known to Me 01 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Gas Roof Flood Zone: _ of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fite Alarm Permit: Yes No APPROVALS: ZONING: U`rILITIES: WASTE WATER: ENGI`NCERING: FIRE: BUILDING:_ COMMENTS: 2018 Permit Application Revised: June 30.2015 a- r S507 stale Road 52 I 123 Wiler Road Hudson. FL 34669 , Valriro, FL 33594 727.863-5486 813 661-07U7 R.J. KiELTY PLUTASING • HEATING - COOLING 9701 Bachman Road Orlando, FL 32824 407.85s-2536 Established 1973 vr.Av.RJKJelty.ccm Slate License it CF-0O21 Page: 1 C Proposal Date: 712612017 Proposal No: 717-13530 Location: Wyndham Preserve, Sanford Prepared For: Starlight Homes Florida, LLC Modcl: Magellan - 2260 1064 Greenwood Blvd. Suita 124 Lake Mary FL 32746 we Propose hereby to furnish material and labor - complete In acenrdance with specifications below for the Surn of: $7.760.0 payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materiels guaranteed In be specified. All work to t o ogtpteted in a workman like manner ac:ording to s;andar,, practices. Any alteration st msie All from specifications below involving extra costs will xecr' nd o °nUo1.lownerien rdtot c y Gres. and ltinado, end otthe an arnecessarytnrurarre. Our wokers ere i I agreements contingent upon stri es, acclde s'trdel Yo 7t%covered by workerscompensationinsco. .tJt VPHIS PROPOSAL,RAWN IFNOTACCEPTEDINUAAUTHORIZEDSIGNATURE: — We hereby submit spedfl - 3 and ;flea for: f Master Bath Up 60x34 Base 72270100 While With watts And y7oen Chateau TL182 Chrome Vev- 1 Shower Sterling Accord 21-912 1.28 White Elongated Toilet Gerber Maxwell By Builder With Moue Chateau 64925 Chran Faucet t Lev 2nd BathUpAccord 6CX3U 71140 i20 White with Wells A+;d Moen Chateau TLi33 Chrome valve I Tub Starling Gerber Maxwell 21-312 1.28 White Elongated i Toilet By BuilderWill, Moan Chateau rA925 Chrom_ a Faucet t Lev 3rd BothSterlingAccord 60x30 711-0120 White Will, Wells And Moen Chateau TLt 63 Chrome a va i Tub Gerber Maxwell21-912 1.28 W hite Fbrigated I 1 Toilet By BulidorWithMoenChateau64925ChromeFaucet1LavKitchen1SinkRy Builder 1 Faucet Moen Integra 67315 C`romo i Disposal ISE Badger V With Card i icemalter Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes Water Healer 50 Galion Electric — —' NOTE: iiacklAlinO Included For Sower b 'Hater Only (Slab Sacklillirtg 3y Oltrer:;) BackflaW Prevenlers Included ------- EXCLUSIONS NO Permit Fees Included 4C' Se::'cr Allowance; Additional Ste per fool 40' Water Allewancu; Additional S3 Per foot Water Piping In: CPVC specified. Pa ment will be made Applies to any directt-cntrart between an owner cotrlrar•Inr (fiJK) - Noiice of l.rert Laws •Florida Statutes 713.DOt •713.37. Acceptance of Proposal • to above prices, :;pecifirallons and cenrlilions are salufactnly and hrrehy ar. opted. You are authorized le do the'Werk as sp y outlined above, i acreetto pr than 4roaso tablo 1/2 feotornor y'sorequires boom costs Inthe teevent ring at legal e albeaneraction. tra Amonthlynthlyservicechargeof1 ;i2I will be added after days. Any sev.'er taps P r J . tt DATE OF ACCEPTANCE & PACE 2: 61GNED. .t r!L—----_— Branch: Hudson Last Edit By: Last Edit Dato: 7127/2017 FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 161 - 2260 SR Builder Name: Starlight Homes Street: 2449 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: 4 9 7 nSA""4G1 4DesignOwner: rl, b 1.. Jurisdiction: Location: FL, Sanfor9 County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft2 6. Conditioned floor area above grade (ft2) 2260 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U-Factor: Dbl, U=0.34 150.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft= a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1324.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft2 b. Conservation features b. Floor over Garage R=19.0 275.00 ft2 None c. other (see details) R= 47.00 ft2 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 64.89 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and S'P this calculation are in compliance with the Florida Energy specifications covered by this O- VHE IV, e _ Off, Code. calculation indicates compliance f ";', .s+ with the Florida Energy Code. ti n,,,,;.; ; € ;:.•'-';, PREPARED Y: Before construction is completed 1 , DATE: _1 - %-/ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. j COp WE C¢ OWNER/AGE T• BUILDING OFFICIAL: DATE: OWL X 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 Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/19/2018 4:17 PM EnergyGauge D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 161 - 2260 SR Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2260 Lot # 161 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2449 Waxwing Way Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % 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 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft' 0 0 1 2 Raised Floor Floor 2 _—_ _— 47 ft' 0 0 0 1 3 Floor over Garage Floor 2 275 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 1/19/2018 4:17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft2 0.1 Wood WALLS a Ornt Adjacent To Nan Type Space Cavity Width R-\/al, Fr In Height Fr In Area Sheathing Framing VR-alue Fraction Solar Below Ahgor Gray ° 1 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft2 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft2 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft2 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft2 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9.ft2 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft2 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft2 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft2 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft2 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Floor 1 None 39 3 6 10 20.5 ft2 2 S Wood Floor 1 None 39 2 10 6 10 19.4 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 11 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 4 ft 0 in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft2 1 ft 0 in 1 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 11 ft 0 in None None 6 S 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft2 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 ft2 411 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1 /19/2018 4:17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply -- Location R-Value Area Return — Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 452 ft2 Floor 2 113 ft2 Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar HeatinHJan JXJFeb C Mar Ventin Jan Feb X Mar f X Ceiling Fans: A r Ma nJun X Jul X Au j Apr f i May Jun 4 i Jul Aug Apr [ Ma Jun ( Jul Au X Se Sep SeX Oct Nov Oct XNov Oct [X Nov Dec X] Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 PM 80 AM 78 PM 78 AM 66 PM 68 AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/ 2018 4:17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 2449 Waxwing Way, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? 10. Ceiling Types Insulation No Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area (ft') 2260 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.34 150.00 ft' 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft' 6 452 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft: a. Electric EF: 0.95 b. Floor over Garage R=19.0 275.00 ft' c. other (see details) R= b. Conservation features 47.00 ft' 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: f Date: a -19 -1 % Address of New Home: a,gL4cl 4x LAJ16 City/FL Zip: OF HE srg) O. c+ 00 DVE 4 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. 1/19/2018 4:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - Alit BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 161 - 2260 SR Builder Name: Starlight Homes Street: 2449 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind o6ogno and w1rano. 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 r)[ates and walls or ceflinos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/19/2018 4:17 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 Envelope Leakage Test Report Performance Method Project Name: Lot 161 - 2260 SR Builder Name: Starlight Homes Street: 2449 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data In 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: wog T14E S7',gp O.o But C, 1/19/2018 4:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method Project Name: Street: City, State, Zip: Design Location: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Lot 161 - 2260 SR 2449 Waxwing Way Sanford , FL , 32773 FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct total Conditioned Floor Area) System Leaka e Qn,out)' Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 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: yp1` SHE STATE c0'- 1a° r' 0W 1119/2018 4:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Stariight -Wyndham wrightsoft• Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyair.com Fo r: Notes: Lot 161 - 2260 SR, Starlight Homes 2449 Waxwing Way, Sanford, FL 32773 Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17353 Btuh Ducts 3222 Btuh Central vent (47 cfm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21894 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 2310 2310 Volume (ft') 20003 20003 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup 8.2 HSPF 33800 Btuh @ 470F 28 OF 1105 cfm 0.054 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 15751 Btuh Ducts 5921 Btuh Central vent (47 cfm) 900 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmenf sensible load 22572 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 1244 Btuh Central vent (47 cfm) 1382 Btuh Outside air Equipment latent load 5699 Btuh Equipment Total Load (Sen+Lat) 28271 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1105 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.80 Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Ri ht-Suite® Universal 2017 17.0.28 RSU02534 2018 Jan 19 1 Page 19Page1 ACCt\ ...Specific\Wyndham Preserve\Lot 161 - 2260 SR.rup Calc = MJ8 Front Door faces: NE wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886.3729 Email- GRenner@energyair.com Web. YAw.energyair.com For: Lot 161 - 2260 SR, Starlight Homes 2449 Waxwing Way, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 6/16/2017 By: Plan: 2260 S Magellan Outdoor design DB: 92.6°F Sensible gain: 22572 Btuh Entering coil DB: 78.3°F Outdoor design WB: 75.9°F Latent gain: 5699 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 28271 Btuh Indoor RH: 50% Estimated airflow: 1105 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh 106% of load Latent capacity: 6713 Btuh 118% of load Total capacity: 30674 Btuh 109% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21894 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 154% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 73% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 2018-Jan-19 16:25:28 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCI....Specific\Wyndham Preserve\Lot 161 - 2260 SR.rup Calc = W8 Front Door faces: NE wrightsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.com Web: www.energyair.com For: Lot 161 - 2260 SR, Starlight Homes 2449 Waxwing Way, Sanford, FL 32773 Job: Starlight -Wyndham Date: 6/16/2017 By: Plan: 2260 S Magellan Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.136 in/100ft 0.136 in/100ft Actual air flow 1105 cfm 1105 cfm Total effective length (TEL) 206 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath c 134 6 7 0.162 4.0 Ox0 VIFx 27.8 145.0 stl Bed c 1513 75 77 0.185 6.0 OXO VIFx 21.5 130.0 st2 Bed2-A h 1865 100 96 0.162 7.0 Ox0 VIFx 32.6 140.0 stl Foyer -A h 3062 164 87 0.175 8.0 OXO VIFx 19.6 140.0 stl Laun c 838 4 43 0.268 4.0 Ox0 VIFx 9.3 95.0 Loft c 2694 125 137 0.284 7.0 Ox 0 VIFx 3.5 95.0 ba2 C 211 5 11 0.186 4.0 OX 0 VIFx 20.3 130.0 st2 br3 c 1513 74 77 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 kit -fam h 3684 198 195 0.136 9.0 OX 0 VIFx 41.0 165.0 st3 kit -fam-A h 3684 198 195 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 m ba c 437 20 22 0.241 4.0 Ox 0 VIFx 16.0 100.0 m br c 2115 94 108 0.245 6.0 OX 0 VIFx 14.4 100.0 WIC c 504 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 wic3 c 82 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 nnC4 c 399 18 20 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 666 580 0.136 623 14.0 0 x 0 VinlFlx st2 Peak AVF 196 215 0.172 617 8.0 0 x 0 VinlFlx st3 Peak AVF 396 390 0.136 504 12.0 0 x 0 VinlFlx stl Bold/italic values have been manually overridden 2018-Jan-19 16:25:28 wrightsoft Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCk ...Specific\Wyndham Preserve\Lot 161 - 2260 SR.rup Calc = IVU8 Front Door faces: NE Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening:(in) Duct Matl Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx A- + wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACC{ ...Specific\Wyndham Preserve\Lot 161 - 2260 SR.rup Cale = MA Front Door faces: NE 2018-Jan-19 16:25:28 Page 2 Job M Starlight - Wyndham Performed for: Lot 161 - 2260 SR 2449 Waxwing Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 16:25:41 m Preserve\Lot 161 - 2260 SR.rup C04 VTR 47 CF M level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br Loft 10x6 18x8 108dm 12x6 8 x 4 137 cfm 43 dm 7" I 24x18 4 Sup Riser 1105 d 14" T 6„ 8.x 4 22 dm c 4" tuba Laun 4' VTR/] I'VTR Q In 8 x 4 26 dm 8 x 4 ll 4„ 11 drnl 10x6 611/ 1 6" 77dm 14x6 10x6 14x6 77 dm 4' 4„ 8 x 4 wic3 4 dm wic4 br3 Bed 8 x 4 20 cf Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 161 - 2260 SR 5401 Energy Air, Ct RightSuiteO Universal 2017 2449 Waxwing Way Orlando, FL 32810 17.0.28 RSU02534 Sanford, FL 32773 Phone: 407-886-3729 2018,1an-19 16:25:42 m Preserve\Lot 161 - 2260 SR.rup wwwenergyair.com GRenner@energyair.com oc ra QJ j Zql rL azu o 114 64e l VIYNDHAM PRESERVE - LOT 161 PLOT PLAN v a y= v H o a v L. a WAXWING WAY o CL 50' RIGHT-OF-WAY H to S V PCP (PRIVATE ROAD) v " o S_89'40'S1" W 606.15' rn CENTER CP c o LINE i:` Z CONC CURB EDGE OF PAVEME Q 9 -° v y 3 PROPOSED 7- PROPOSED 5' 0] o APRON o CONC SIDEWALK N89'40'51 E O O LOT 162 Q 40.00' w>. in 0 ExN0-0 5016.0' Ln 6.0' 20.7 -- - ;0 0 oMi f ORCH o PROPOSED 2 STORY RESIDENCE 2449 WAXWING WAY wi 2260 MAGELLAN d ELEVATION - S GARAGE - RIGHT FFE= 29.9 6.0; 28.0 6.0' b _ o A/C 10.0 PAD w w LOT 161 AREA = 4,400 S.F. ± 79 ZONIN _ W-DATE,54t_- Ok to construct single family home with setbacks and impervious area shown on plan. 46.5o1a ; me , UU10 INla.9ellan- S, CTK c —rw, Qyu, ,,,.„. LEGIENSSD- roino Utilities D:ADUAccess Da Sidewalk 9 / / LB -LicensedusinessBFP-Backflow Preventer Sight Distance Easement S Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plot FFE-Finish Floor Elevation D.B.- Deed Book Water Meter O.R.- Official Records Book M-Water Valve P.B.- Plat Book Cr-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk E -Electric Box FFE-Finished Floor Elevation Utility Pole CI -Curb Inlet Guy Pole 9-UghtGTI-GrateTopInletPoleP.U. E.-Public Utility Easement F--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet ENHo -Electric Handhole D.U. E.-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK CVX-Irrigation Control Valve P.K.- Parker Kolon Nail I:I-Sign SIR -Set 1/2" Iron Rod L97768 WIX4-Gate Water Valve SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 r• -Existing Grade FIP-Found 1/2" Iron Pipe LB7768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk L87768 ter -Drainage Flow Direction FCM-Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 0.2 As-Built/Existin Grad Note: Someitemsinabovelegenmaynotbeoppglicable5REVISIONSDescription I Date I Dwn. Ck'd I P.C. Order No. JP S89' 40' 511W LOT 174 10' UTILITY EASEMENT (P)- LOT 160 O O w SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE', City of Sanford Seminole' County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) WYNDHAM PRESERVE LOT 161 PB 81, PG 93) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' DIN MNSION NOTE: Proposed building dimensions shown hereon are of the exterior. BTJU,DING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LOT AREA CALCULATIONS LOT = 4, 400 SQ.FT. LIVING AREA= 1,002 SQ.FT. GARAGE = 411 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 75 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 46. 67 SOD = 2, 352 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA 5. 400 SQ.FT. DRIVEWAY = 516 SQ.FT. SIDEWALK = 275 SQ.FT. SOD 2, 478 SQ.FT. 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 "S" DESCRIPTION: LOT 161, 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 ftlmittiiig ONLY) Licensed Business No. LB 7768 CL.GeoPoint of • ° Surveying, Inc. J96es :e. 1iteGi S ycvv',> ` LS6915 Drawn: MTP Checked: JDL so P.C.: Data File: 15TRIDA PROFESSIONAL ; SURVEYOR' MAPPER NO . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:1/24/18 Dwg:BrissonEast-Lot161 Order No.: ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: RECORD COPY PALLMERV CELECTRICutirM-1T^' Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 I. HVAC LOADS INEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE 1 3.50 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD IL GENERAL LOADS fNEC2014-220.82(B)(1)-(4)) CONNECTED LOAD 6. 30 KVA BLOWER MOTOR CONNECTED LOAD 0. 67 7.67 KVA LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft ty KVA Rating 2 1.5 SMALL APPLIANCE CIRCUITS 1 1.5 LAUNDRY CIRCUIT 1 5 DRYER CIRCUIT 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4. 5 WATER HEATER (2) 1 1.2 DISHWASHER a 10.8 DISPOSAL(I)0. 8 DISPOSAL(2)7. 2 RANGE/OVEN (I) 1 12 RANGE/OVEN (2) 8 - r 7. 2 COOKTOP CIRCUIT 7. 2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 4. 8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7. 2 30AMP POOL CIRCUIT 14. 4 60AMP POOL CIRCUIT 19. 2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) I ST 10 KVA (GENERAL LOADS) @ 100% REMAINDER ( GENERAL LOADS) @ 40% SUB - TOTAL (GENERAL LOADS) fNEC 2014 - 220.82(B)) HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD (NEC 2014 - 220.82(A MINIMUM SERVICE SIZE 13. 97 KVA 6. 30 KVA 4. 99 KVA 11. 29 KVA 6. 78 KVA Total KVA 3. 00 KVA 1. 50 KVA 5. 00 KVA 4. 50 KVA 1. 20 KVA 0. 80 KVA 12. 00 KVA 2. 50 KVA 37. 28 KVA 10. 00 KVA 10. 91 KVA 20. 91 KVA 11. 29 KVA 20. 91 KVA 32. 20 KVA 134. 16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram O 150 Amp Main 1,20V P 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 1 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification Form J DING Permit # #1 8- 9 7 4 SA"' p L 1 (n _ 01"PAV& Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.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 Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # in_ cluding decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 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 Boise Cascade Engineered Wood Products ESG 07/21/2014 R 08/04/2015 It's the SIMPLE FRAMING SYSTEM®, featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM® uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM° Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM®, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM® also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM® often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM® So Simple? II Floor and Roof Framing with BCI® Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. Product Profiles, BCI® Architectural Specifications ......... 3 About Floor Performance, BCI® Residential Floor Span Tables, One Hour Floor/Ceiling Assembly ........................ 4 BCI® Floor Framing Details .......................... 5 - 6 o BC/0 Joist Hole Location & Sizing, Large Rectangular Holes ... 7 BCI° Cantilever Details, Web Stiffener Requirements ..... 8-9 BCI® Floor Load Tables ........................... 10 - 12 o BCI° Roof Framing Details ...... . BCI° Roof Span Tables ........................... 15 - 18 BCI® Roof Load Tables ........................... 19 - 23 BCI° Design Properties, BCI®Allowable Nail Spacing ....... 24 Boise Cascade Rmmboard Products/Properties ............ 25 Q Ceilings Framed with BCI® Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. Q VERSA -LAM® Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. 0 Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD® OSB, BC RIM BOARD® and VERSA -RIM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. VERSA -LAM° Products, Specifications, Allowable Holes..... 26 VERSA -LAID Details, Multiple Member Connectors ........ 27 VERSA -LAM" Floor Load Tables (100% Load Duration) ......... 28 VERSA -LAM® Snow Roof Load Tables (115% Load Duration) ..... 29 VERSA -LAM® Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA-LAMO Closest Allowable Nail Spacing ............. 31 VERSA -LAM° Design Values ........................... 31 VERSA -LAM' 1.8 2750 Columns, VERSA -STUD® 1.7 2650 .. 32 Computer Software: BC FRAMER°, BC CALC° ............ 33 Framing Connectors: Simpson, USP ................ 34 - 35 Lifetime Guarantee ........................... Back Cover Boise Cascade EWP • Eastem Specifier Guide • 08r04/2015 a stern -Pro -duct -Prof i B_CI®.lOiStS VERSA -LAM® VERSA -LAM® BC10 4500s 1.8 BCIm 5000S 1.8 BCI® 6000s 1.8 BCI® 6500s 1.8 BCI® 60s 2.0 BCI® 90s 2.0 1.72650 1.82750 14" 9/:' 117/ 1/2" 11 11'/:' „ 11'/:' '/• /;' 14" 16" 16" 91%:' 14/143 Val, Il, to 'r;} 1i 7W'r 14" to C= 2" 25/16" 29/,s25/,s' 3'/i' Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. BCP ' and VERSA -LAM'' products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports. J-oi. st_Ar_chite_ctu.r_al_S_p_ecificati Scope: This work includes the complete furnishing and installation of all BCI® Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI® Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA - LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue Design: The BCI® Joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The BCIO Joists and section properties shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. VERSA -LAM° 2.03100 I%' 1 , l 3'r2' to 2I „ It 3'/:'. 5' W Storage and Installation: The BCI® Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI° Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the BCIm Joists straight and plumb as required and to assure adequate lateral support for the individual BCI® Joists and the entire system until the sheathing material has been applied. Codes: The BCI® Joists shall be evalu- ated by a model code evaluation service. joint at that junction. Boise Cascade EWP • Eastern Speufier Guide • 08104/2015 Residential_ Floor -Span Tables_- About Floor Performance Homeowner's expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue -and -groove subfloor, install the joists vertically plumb with level -bearing supports, and install a direct -attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. BCIe THREE STAR * * * FOUR STAR * * * * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE * CAUTION Live Load deflection limited to L/480: The common industry and design community standard for residential floor joists, 33% stiffer than L/360 code minimum. However, floor performance may still be an issue in certain applications, especially with 9W and 11%" deep joists without a direct -attached ceiling. Live Load deflection limited to L/960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum building code U360 criteria are structurally sound to carry the specified loads: however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. Joist Depth Joist Series 12" o c. 16" O.C. 19.2" O.C. 24" 32" O.C. O.C. 12" O.C. 18" O.C. 19.2" O.C. 24" O.C. 32" O.C. 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. 32" O.C. 4500s 1.8 16'-11" 15'-6" 14'-8" 13'-7" 11'-9" 11'-6" I 11'-6" I 10'4" I 10'4" 9'-7" 18'-9" 16'-8" 15'-3" 13'-7" 11'-91, 5000s 1.8 1T-6" i 16'-0" i 15-2" 14'-1" i 12'-S 11'-6" I 11'-6" 10'-0" 10'-0" 9'-11" 19'-4" 1T_9" 16'-4" 14'-7" 12'-5" 91/2' 6000s 1.8 18'-2" 16'-8" 16-8" I 14'-8" 13'-4" 11'-0" 11'S" 10'-0" 10'-0" 10'-0" 20'-2" 18'-5" 1T5" 15'-9" 13'-8" 6500s 1.8 18'-8" 1T-1" 16'-1" I 15'-T i 1X-8- 11'-0" 11'-6" 10'-0" 1U-0" 10'-0" 20'-8" 18'-11" 1T-10" 16'-7" 14' 3" 4500s 1.8 20%0" 18'4" i 1T-W j 15'-5" j 13'4" 15'-6" 14'-3" I 13'-5" 12'-6" 114" 21'-10" 18'-11" 17 3" 15'-5" 13'4" 5000s 1.8 20'-9" 19'-0" 1T-11" 16'-7" 13'-4" 15-6" 14'-9" T 13'-11" 12'-11" 11'-9" 23'-0- 20'-4" 18'-6- 16'-T' 13'-4" 6000s 1.8 21'-7" 19'-8" 18'-7" 1T-4" 14'-10" 15'4" i 16-4" I 14'-5" I 13'S" 12'-1" 2Y-10" 21'-10" 20'-0" 1T-11" 14'-10" 6500s 1.8 22'-2" 20'3" 19'-2" 1T-10" ' 14'-10" 16'-0" I 15-10" 14'-11" 1T-10" 12'-T' 24'-.6" 22' 5- 21'-1" 18--10" 14'-10" 60s 2.0 23'-7" 21'S" 21Y-4" 18'-11" I 16'-4" 18'-T 16'-9" 16-9" 14'S" I 13'3" 26'-1" 23'-10" 22'-0" 21'-0" 16'-4" 90s 2.0 26'-T' I 24'3" ' 22'-10" I 21'3" j 19'-4" 19'-0" 18'-10" 1 T-8" 16'-5" 14'-10" 29'-5" 26'-10" 263" 23'-6" 19'-4" 4500s 1.8 22' 9" i 20'-7" 18'-9" 16'-9" 13'-11" 17'-10" 16'-3" 15'4" 14'-3" 13'-0" 23,-10" 20'-7" 18'-9" 16'4" IT-11" 5000s 1.8 23'-7- 21'-r 20'-2" 18'-0" 13'-11" 18'-0" I 16'-10' 15'-11" I 14'-9" 13'S" 25'-T 22'-1" 20'-2" 18'-0" 13'-11" 6000s 1.8 24SS '-6" 22'" 21'-2" 19'" j 15-5" 19'-2" I 1T5" 16'-6" 15-4- 13'-11" 2T-1" 23'-11" 21'-10" 19'-6" 15-5" 14" 6500s 1. 8 25'-2" 23'-0" 21'-8" 20'-2" I 16S" 191-8" 1T-11" iv -iv 15'-8" 14'3" 2T4" 25'-2" 22'-11" 20'-6" 15'-5" 60s 2 0 26'-9" 24'-5" 23'-0- 21'S" 16'-4" 20'-11" 19'-0" 1T-11" 16'-7" 15'-l" 29'-7" 2T-0" 26-6. 21'-10" 1 16'-4" 90s 2. 0 30'-1" 2T-5" i 25'-1U" 24'-0" 19'S" 23'-6" I 21'-4" 29-T I 18'-6" 16'-9" 33'3" 30'-4" 28'-7' 26-0" 191-6" 4500s 1. 8 25'-2" 22'-0" 20%1" 1T-11" 14'-l" 19,-9" I 18'-0" 17'-0" 115'-10" 14,-l" 25'-5" 22'-0" 20,-l" 17'-11" 14,-l" 6000s 1. 8 2T-0" 24'-9" i 23'-4" 2U-10" 15'-9" 21'-2" I 19'-4" 18'-2" 16'-11" 16-4" 291-6" 26-13" 23'-4" 20'-10" 15-9" 16" 6500s 1.8 2T-9" 26-4" 23'-11" 21'-1" I 16-9" 21'-9" I 19'-9" 18'4" I 1T-4" 158- 3U-8- 26'-11" 24'-0" 21'-1" 15'-9" 60s 2.0 29'-7" i 2T-0"" 26-6- 21'-10" I 16-4" 23'-2" 21'-l" 19-10" 18'-5" 16-4" 32'-8" 29'-10" 27'-4" 21'-10" 16'-4" 90s 2 0 33'-4" 30'-4" 28'-7" 26'-2" 19'-T' 26-0" 23'-T' 22'-2" 20'S" 18'-T' 36'-10" 33'-T' 31'-8" 26-2" 19'-7" Span table is based on a residential floor load of 40 psf live load and 10 psf dead load (12 psf dead load for 90s 2.0 joists). Span values assume 27/3 ' minimum ptywood/0SB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c. require sheathing rated for such spacing - %" plywood/OSB). Span values represent the most restrictive of simple or multiple span appli- cations. Analyze multiple span joists with BC CALC• sizing software if the length of any span is less than half the length of an adjacent span. Span values are the maximum allowable clear distance between supports. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16" inches and less. Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) One-H_o- u-r- _F_i,r-e-Resistive-Assemb-I ICC ESR 1336 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. FIRE ASSEMBLY COMPONENTS 1. Min. 23/ 32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCI° Joists at 24" o.c. or less. 3. Two layers %" Type X or two layers M." Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC_' 4 IIC=68 or Add 3Yz' glass fiber insulation to fire assembly: STC=55 IIC=46 or A an additional layer of minimum %" sheathing STC=61 IIC=50 and 9`/2' glass fiber insulation to fire assembly: Bone Cascade EUUP • Eastern Specd.er Guide - 08/04120' 5 F06 F09 Ap M'als For load bearing cantilever details, see page 9: BCI° Joists, VERSA-LAMa and ALLJOISr must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide. building codes. and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA-LAMa, ALLJOISr. and BCI' Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM", ALLJOISr and BCI° Joists are intended only for applications Endwall blocking as required per governing building code. BCI• Blocking is required when joists are cantilevered. that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA -LAW, ALLJOIST°, and BCIs Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. SAFETY WARNING PRODUCT HANDLING TO AND AT JOB SITES DO NOT ALLOW WORKERS ON BCIm JOISTS UNTIL ALL HANGERS, BCI- RIM JOISTS, RIM BOARDS, BCI® BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCIO blocking panels, and x-bracing must be completely installed and properly nailed as each BCI° Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI° Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within '/2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI° Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI° joists in the flat direction. VERSA- LAM° is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. Boise Cascade EWP • Eastern Specdier Guide • 0810412015 Floor_ Framing Details_ Additional floor framing details available with BC FRAMER® software FO A W1. BCI• Joist blocking. deRlm Dimension lumber pC cps is not suitable for Nall Boise use as rimboard Cascade with BCI• Joists. Rimboard to BCI• Joists with Dimension lumber is not Blocking may be required 8d nail Into suitable for use as rim perpendicular to wall, each flange. board with BCI' Joists. consult design professional Use of BCI• dmJolst requires 2x6 of record and/or local building official. wall for minimum 101M bearing. f ®1 BOISE CASCADE' Top Flange or Face One 8d nail Rimboard Mount Joist Hanger / each side at 14 j/ bearing Solid block Note: BCI• floor all posts Joist must be I from above designed to carry I 1%" minimum bearing to bearing wall above when length (l3h' required for below. not stacked over 18" and deeperjolsts) wall below. VERSA LAM• To limit splitting flange, start nails at least Srfz' Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. professional of record. For load bearing wall above stacked over wall below). BCI' bloc Lwide),.Nallwith block m 12" Joist nails. Hanger Filler block Nall with 10 -10d nails. Backer block required where top flange Joist hanger load exceeds 250lbs. Install tight to top flange. Blocking may be required at Intermediate bearings for floor diaphragm per IRC In high seismic areas, consult loc4offidal. 40Load bearing wall above stacked over wall below) Double BCI° Joist Connection Flller Block see chart below) Web Filler Nailing 12' on -center Connection valid for all applications. Contact Boise Cascade EWP Engineering for specific conditions. LATERAL SUPPORT BCI• Joists shall be laterally supported at the ends with hangers, rimboard, BCI• rim joist or blocking panels. BCI1 blocking panels or rimboard are required at cantilever supports. Blocking may be required at Intermediate bearings for Floor diaphragm per IRC in high seismic areas, consult local building official. MINIMUM BEARING LENGTH FOR BCI1v JOISTS Minimum end bearing: 1%" for all BCI°Joists. 3%" is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC'software. NAILING REQUIREMENTS BCI'rim joist, rim board or closure panel to BCI• Joist: Rims or closure panel 1Y4 Inches thick and less: 2-8d nails one each In the top and bottom flange. BCI' 4506s/5000s rim joist: 2-10d box nails, one each In the top and bottom flange. BCI° 6000s/60s rim joist: 2.16d box nails, one each In the top and bottom flange. BCI° 6500s//90s rim joist: Toe -nail top flange to rim BCIDist with 2-10d box nails, one each side of flange. rim joist, rim board or BCI° blocking panel to support: Min. 8d nails@ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI loisttosupport: 2- d nails, one on each side of the web, glaced 1% Inches minimum from the end of the BCI Joist to limit splitting. Double Squash Block Vertical Load lolst Spacing (inJ Size 12 16 19.21 24 20 4463 3347 2789 12231 2x6 7013 1525914383 13506 1. Squash blocks are to be In full contact with upper floor and lower wall plate. 2. Capacities shown are for a double squash blocks at each Joist, SPF or better. Sheathing or rimboard closure BCI' Joist blocking required for cantilever. For load bearing cantilever, see pages 11 and 9. Uplift on backspan shall be considered In all cantilever designs. Sheath !no to BCI• joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12 o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer sPacingthan IRC. Maximum bracingg spacingg for full lateral stabilitY 18" for BCI° 45f50s & 5000s, 24" for larger BCI' joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 Inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 4500s or Y4" Two %" wood panels or 1.8 wood panels 2 x 5000s Y4" or'b° Two Y4" wood panels or 1.8 wood panels 2 x 6000s 1%' or two %" 2 x + Vie" or 1.8 wood panels W wood panel 6500s 1%" or twos' 2 x + %" or 1.8 wood panels Y4" w-bod panel 60s 2.0 1%" or two %" 2 x + 'a"or wood panels wood pnel 90s2.0 2x_lumber Double 2x_lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus Y4" to avoid a forced fit. BCI• Joist Slope Cut Reinforcement Detail below restores original allowable shear/reaction value to cut end of BCI•joist BCI• Joist shall not be used as a collar or rafter tension tie. 2 x 6 min. rafter. Rafter shall be supported by ridge beamouterupperbearingsupportor F1d 16' max. BCI° depth 2x blocking required at bearing (not shown for clanty). u min. plywood/OSB rated sheathing as reinforcement Install reinforcement with face grain horizontal. Install on both sides of the joist tight to bottom flange. Leave minimum W gap between reinforcement and bottom of top flange. Apply construction adhesive to contact surfaces and fasten with 3 rows of min. 10d box nails at 6' o.c. Alternate nailing from each side and clinch. Minimum Heel Depth End Wall Bearing Roof Pitch 6/12 1 7/12 8/12 1 9/12 1 10112 1 12/12 2 x 4 41/i' 1 4°/e" 4Y." 1 41/." 1 4'/." 1 4'/." 2 x 6 3'/5" 1 33/4" 25/." 2%' 1 2°/,e" 21/." WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI'•" JOISTS FROM THE WEATHER BCI° Joists are intended only for applications that provide permanent protection from the weather. Bundles of product should be covered and stored off of the ground on stickers. BCI#) RIM JOISTS AND BLOCKING Vertical Load Capacity plo Depth in] Series No W.S.tr) W.S.pi 9'h" 45005 1.8, SOOOs 1.8, 2300 N/A6000s1.8 6500s 1.8 4500s 1 SOOOs6500s.1.88, 2150 N/A 11'h" 6000s 1..88, 1 60s 2.0, 90s 2.0 2500 N/A 4500s 1.8, 5000s 1.8, 2000 N/A 14" 6000s 1.8 6500S 1.8 60s 2.0, 90s 2.0 2400 N/A 4500s 1.8, 6000s 1.8, 1900 2500 16" 6500s 1.8 60s 2.0, 90s 2.0 2300 2700 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/A: Not applicable Boise Cascade EWP - testem Specd.er Guide • 08104/2015 BCI® Joist_Hole_Locaton &Sizing BCI® Joists are manufactured with 1'/2" round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension D of largest hole (knockouts exempt) D DO NOT see table below) (see table below) cut ^notch I i ge 6 O 1 t No holes (except knockouts) allowed In bearing zones A 1W round hole may be cut anywhere In the web. Do not cut holes Provide at least 3" of larger than 1W clearance from other holes. round In cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1'/2" 7 8 8% 9 10RoundHoleDiameter [in] 2 3 4 5 6 6'/2 11 12 13 Rectangular Hole Side 3 5 6 7 Ll An9'/i 1'-0" 1'-1"1'-5" 2'-1" 2'-9" T-1" 3'_5" Span1'-0" fftl F12 1'_2" 2,_2„ 3,_2„ 4,-2„ 4'_8„ 5,_2" Joist 16 1'-0" 1'-7" T-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter [in) j 2 3 I 4 1 5 6 4- 6'/2 7 8 87/. 1 9 10 11 12 1 13 Rectangular Hole Side— 1 I--t 2 3 4 5 7 18- 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" T-10" T-4" T-9" Any San 12 1'-0" 1'-4" 2'-1" T-10" 3'-7" T-11" 4'-3" 5'-0" 5'-8" 11% ft] Joist 16 1'-0" 1'-10" T-10" T-9" 4'-9" 5'-3" 5'-9" 6'-9" T-7" 20 1'-1" 2'-3" T-6" 4'-9" 5'-11" 6'-7" T-2" 8'-5" 9'-6" Round Hole Diameter [in) , 2 3 1 4 5 6 6'/2 7 8 8'/. 9 10 11 I 12 13 Rectan ular Hale Side i9 - I- 2 3 3 5 6 6 1 8 9in1t 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" T-1" 2'-6" 2'-10" 2'-11" T-4" T-8" Any 12 1 1'-0" 1'-1" 1'-3" 1'-10" 2'-6" T-10" T-1" T-9" 4'-3" 4'-4" 5'-0" 5'-7" 14" Spa)" 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" T-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5- Joist 20 1'-0" 1'-1" 2'-1" T-2" 4'-2" 4'-8" 5'-2" 6'-3" T-2" T-3" 8'-4" 91_4., 24 1'-0" 1'-4" 2'-6" T-9" 5'-0" 5'-8" 6'-3" T-6" 8'-7" 8'-9" 10'-0" 11'-2" 7 j 8 8% 1 9 10 11 12 1 1313RoundHoleDiameter [in] I 2 3 4 5 I 6— 6'/2 Rectangular Hole Side - I I 2 13 5 5 6 8 9 I 10 In)------I i— -- 8 11'-0" 1'-1" 11'-0" I 1'-2" 1'-2" 1'' 3"- 3„ 11'-6" 1,_3„ i 1'_7, 1'-11" 2'-0" 2'-5" 2'-9" 1 T-2" 3'_7' i 14'-2" 4'-9" 12 1'-1" 16" Sf ln 16 11'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-2" 1'-2 I 1 -8 ' 2'-1" 1'-10" 2'-5" T-11" T-0" 3'-7" 5' 4" 2'-6" 3'-3" T-11" 4'_0" 14' 10" 15, T, 6,_4„ T_2" Joist 1 20 11'-0" 1'-1" 1'-2" 1'-2" 12'-1" i 2'-7" j--- - i -- - - — --- 3'-1" 1 4'-1" I4'-11" 5'-1" 16'-0" ! 7'-0" 18' 24 1 1'-0" 1'-l" 11'-2" 11'-4" 12'-6" J 3'-l" T-9" 4-11" I5-11" 16'-1"'17'-3" 8'-5" 9'-7' 110'-9" DO cut in web area as specified 0 Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter ( or longest side) of the largest hole. 1YT round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 1 Y2" knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALC• software to check other hole sizes or holes under other design conditions It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC• software. La_ r-ge-R_ectan_g-ular-Holes-in-_B-C-1° Joists--------,, F_=.,— r•c.- - -- Hole size table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24" on -center. T Single Span Joist See Max We size on Q hob Fchart for Joist Depth h Joist Span I r— Minimum 2x diameter/ width of largest hok O / O I I Simple Span joist 6V Min I I I N Mote s: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed using BC CALC• sizing software. Boise Cascade EbVP • Eastern Specifier Guide • 0810412015 Maximum Hole Size Simple Multiple JoistDepth Span Span 9'/ 2" 6" x 14" I 6" x 12" 11 %" 8" x 16" 8" x 13" 14" 9" x 18 8 x 16" 10x17" 16" 11" x 18" 10" x 14" 12" x16" Multiple Span Joist Q hole See Max Hole Stu on r{ hole I. --%joist — I Chart forJobtDepth (~%Joist Span SDan mom t— Muttlpk Span Joist 12'-0• Min I Multiple Span Jobt 12'-0' Min Larger holes may be possible for either Single or Multiple span joists; use BC CALICO sizing software for specific analysis. Reinforced_ Load_ Bearing _Cantilever Table___ Brno Joists a o c c rn y_ 12- c o fO cr' Roof Total Load sf 35 45 55 Joist Spacing in 16 119.2 24 16 119.2124 1 16 119.21 24 24 0 1 0 1 0 1 0 1 0 1 X 0 1 X I X 26 0 0 0 0 0 X 0 X X 28 0 0 X 0 X X X X X m 30 0 0 X 0 X X X X X H 32 0 0 X 0 X X X X X o 3a o 0 x 0 x x x x x 36 0 X X X X X X X X 38 0 X X X X X X X X 40 0 X 1 X X X X X X X 42 0 X X X X X X X X 24 0 0 0 0 0 X 0 1 X I X 26 0 0 0 0 0 X 0 X X OD 28 0 0 1 0 X X X I X X 30 0 0 1 0 X X X I X X 6 32 0 0 X 0 X X X X X 0 34 0 0 X X X X X X X 36 0 0 X X X X X X X 38 0 X. X X X X X X X m 40 0 1 X' X X X I X X, X X 24 0 0 1 0 1 0 1 0 0 0 X X 26 0 0 0 0 1 0 XrX X X 28 0 0 0 0 0 I X X X 30 0 0 0 0 0 X X X 0 32MX, X X X 34 X X X m 36 X X X 38 X X X X 40 X X X X 24 0 0 1 0 i 0 0 0 0 1 0 X 26 0 0 0 0 0 0 0 1 X I X_ 28 0 0 0 1 0 o 0 o X X 6 30 0 0 0 0 0 X 0 X X 32 0 0 0 0 0 X 0 X X m 34 0 0 0 0 X X X X X 0 0 X 0 X X X X X0ff0X0XXXXX 0 o X 0 X X X X I X 24 0 0 of 0 10 ws 0 o 1 0 X 260 0 0 0 o ws o x m 28 0 0W 0 0 x X 0 WS X X_ 30 0 1 00 0 0 WS m_ 32 0 0 0 X_ 0 X_ X 0 34 0 0 0 WSJ 0 0 X 0 X X 36 0 1 0 WS 0 WS X 0 X X 38 40 0 0 0 0 X X 0 r X O X X X X X X X X X 42 0 0 X I 0 X X X X X 24 0 0 0 0 0 WS WS 0 0 0 0 1 12600000 m 28 0 0 0 0 0 WS 0 0 X 30 0 0 WS 0 0 1 0 0 X 0 32 0 0 WS 0 0 1 0 1 X_ 34 0 0 WS 0 WS X 0 X X 36 0 0 WS 0 WS X 0 X X 0 WS 0 WS X_ X X X 40 u 10 1 o I 1 X X X I X 24 26 0 0 0 0 0 1 0 0 0 1 0 0 WS o 0 1 0 0 1 o o 1 28 0 0 0 0 o WS 0 0 1 30 0 0 0 0 0 WS 0 0 X_ 0 32 0 0 0 0 0 1 0 WS X m 34 0 0 WS 0 0 1 0 1 X 36 0FWS 0 0 1 0 X X 0 0 11 0 0 0 WS I X40XXXX r o c in y 12- c 0 O Roof Total Load sf 35 45 55 Joist Spacing in 16 19.2 24 16 119.21 24 1 16119. 24 24 0 0 1 0 1 0 1 0 0 1 0 1 0 1 1 26 0 0 0 0 0 0 0 0 X 28 0 0 0 0 0 0 0 0 X m 6 30 0 0 0 0 0 1 0 0 X 32 0 0 0 0 0 1 0 0 X 34 0 0 0 0 0 X 0 1 X m 36- 0 0 0 0 0 X 0 1 X 381 0 0 0 0 0 X 0 1 X 40-1 0 0 1 0 1 0 X 0 X X 24 0 0 0 0 0 1 0 0 0 1 26 0 0 0 0 0 1 0 0 0 1 28 0 0 0 0 0 WS 0 0 X 0 30 0 0 0 0 0 1 00 X w 32 0 0 0 0 0 1 0 1 X ron 34 0 0 0 0 0 X 0 1 X 36 0 0 WS 0 0 X 0 1 X 38 0 0 1 0 o X 0 1 X 40 0 0 1 0 1 X 1 X X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 H 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0:-"; 0 2 24 0 0 0 0 1 0 0 1 0 0 JWS 26 0 0 1 0 i 0 J 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0 WS X 0 32 0 0 0 0 0 WS 0 WS X 0 34 0 0 WS 0 0 1 0 WS X v 36 0 0 WS 0 0 X 0 WSJ X 38 0 0 WS 0 WS X 0 X X 40 42 0 0 0 ws 0 WS X WS X x 0 WS 1 0 WS X WS X X 24 0 0 0 1 0 1 0 WSJ o 1 o JWS 26 0 0 0 0 1 0 WSJ o 1 o JWS y 28 0 0 0 0 0 WS 0 WS, 1 30 0 0 WS 0 0 WS 0 WS 1 o m 32 0 0 WS 0 0 WS 0 WS 2 34 o o WS 0 WS 1 0 WS X 36 0 0 WS 0 WS 1 0 WS X 38 0 0 WS 0 WS 1 WS 1 X v 40 0 0 WS 0 WS 2 WS 1 X 24 0 0 J 0 0 J 0 0 1 0 1 0 JWS 26 0 0 0-f 0 1 0 0 1 0 1 0 JWS m 28 0 0 0 1 0 1 0 WSJ 0 1 0 JWS 30 0 0010 WS 0 0 1 6 32 0 0WS 0 WS 1 0 34 0 0WS 0 WS 1 m 36 0 0 WS 0 WS 1 38 0 1 0 1 2 40 0 0 0 1 0 1 2 24 0 0 0 0 0 WS 26 0 0 0 0 1 o o 0 o WS 28 0 0 0 0 0 WS 0 0_ WS 0 30 32 0 0 0 0 0 WS 0 0 1 0 0 0 WS 0 WS 1 voi 34 0 0 0 WS 0 WS 2 m 36 Zn. WS 0 0 WS 0 WS 2 38 WS o 0 1 0 1 2 40 WS 0 WS 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/OS B-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist flanges 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use the BC CALCO software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALCO software. a c N Roof Total Load s 35 45 55ocN2c 0 O Joist Spacing in M` 16 119.2124 1 16 119.21 24 1 16 119.2 24 24 0 0 1 0 1 0, 0 0 1 0 1 0 JWS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 1 0 0 0 0 1 0 WS 0 30 0 0 0 0 0 WS 0 0 1 H 32 0 0 0 0 0 WS 0 0 1 m 34 0 0 0 0 0 WS 0 0 1 36 0 0 0 0 0 WS 0 WS 2 38 0 0 0 0 0 1 0 WS X c 40 0 0 WS 0 0 1 0 1 X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 1 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 N 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 00__ 0 0 1 38 0 0 0 0 0 1 0 0 0 1 40 0 0 0 0 0 0 0 0 1 24 2s 0 0 o 0 0 0 0 0 o 0} 0 0 WS ws o ro ws 28 0 00 0 0 I 0t WS 0 0 WS 1--WS rWSm300I0000WS y 32 0 0 1 0 0 0 WS 0 WS' 1 6 34 0 0 WS' 0 0 WS' 0, WS X v 36 0 0 WS 1 0 0 WS 0 WS X 0 0 WS 0 WS 1 0 WS' X_ 38 40 0 0 WS I o WS 1 1 WS WS : X 42 0 0 WS, 0 WS X WS 1, X 24_ 26 0 0 1 0 I 0 0 i 0` 0 I 0 }- 00 0 0 0 WS 0 0-+ WS Co 28 0 0 0+ 0 0 WS0 0 30 0 0 0 00 PS WSt 0 0 ,Ws 6 32 0 0 0 0 0 WSJ 0 1WS'WS_ m 34 36 0 0 0 _WS_ 0 o 1 0 f 0 i o WSJ o WSr 1 WS 0-iWS! 1 38 0_ 0 0 WS 0 0i--= WSI f4000WS 0; WS WS' 0 1 WS 2 24 0 0 0 o o! o I o iWS 6 0 o 0 0 0 t o- 01-0 0 vv§ 8 0 0 1 0 1 0 0 ws, o o m WS io 30 0 0 0 1 0 0 WS 0 0 WS 6 32 0 0 0 0 0 WS 0 34 0 0 0 0 0 WS 0, W 1 0 36 0 0 WS 0 0 WS 0 WS 2 38 0 0 W§_ 0 0 WSJ 0 WS,_ 2 0400 WS; 0+ S WS 0 WS 1 2 24 26 0 0 0 0 0 1 0 1 0 0 0 0 0 0 WS 0 0- 0 0 1 o 0 28_ 30 32 0 0 0 0 0 0 I 0t - 4-- 0 0 0 f 0- 0 O 1 0 0-1 WS r0 0 WS WS 0 0 WSL to 34 36 0 0 0 0 0 0 i 0 FRT 0 0 S' 0 WS WS WSJ 0 WS 1 38 0 0 O t0 0 tWSI 0 W1 40 0 0 WS 0 0 WS, 0 WS 1 24 0 0 0 0 1 0 0 0 0 26 0 0 1 0 0 1 0 0 0 1 0 0 26 0 0 0 0 0030q0t000' 0 00 0 0 H 32 0 0 0, 0 0 0 0 0 0 34 0 0 0 0 0 0 1 0 0 WS 36 0 0 0 0 0 1 0 f 0WS 138 0 0 0 0 0 0_ 0 0 1 040, 0 0 0 0 0 1 0, 0 KEY TO TABLE 0 .... No Reinforcement Required WS .... Web Stiffeners at Support 1 .... Web Stiffeners Plus One Reinforcer 2 .... Web Stiffeners Plus Two Relnforcers X .... Use Deeper Joists or Closer Spacing Boise Cascade EWP • castem Speclter G.ude • 0810412015 Reinforced- Load Bearing -Cantilever _Detail___ 2'-6- PZ4 The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of T-0". Cantilevers longer than T-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALCO software. PLYWOOD / OSS REINFORCEMENT If Required per Table on page 8) 23/32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the BCI° Joist. Nail to the BCI° Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. The tables on page 8 assume a wall weight of 100 plf, in addition to the roof loading shown. Applications with loading that exceeds the loads shown shall be analyzed with BC CALC° software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC° software. 23/32' min. plywood/OSB or rimboard closure. Nall with 8d nail Into each flange. \ Structural Panel reinforcement BCI• Joist blocking required for cantilever block Uplift on back span shall be considered In all cantilever designs Non=Load-Bearing Wall Cantilever_ --Details BCIm Joists are intended only for applications that Fasten the 2x8 minimum to the BCI° Joist by nailing through the backer block and provide permanent protection from the weather. joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCIo 90s 2.0 joists. Clinch all nails. BCI.lolst blocking Wood backer blockWoodStructural 2x Closure r \ Panel Closure See page 6 o(Easrern 2x8 minimum . I Ceiling or tructural offit 1/3 Back Span Not to exceed 4'-0' These details apply to cantilevers with uniform loads only. It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALC° software. Specifier Guide Minimum 1%limes Cantilever Length Back Span 335' min. bearing r-- - — Web -Stiffener -Requirements -- Small Gap: Nallin6 min., Schedule 2' max. chart Web Ffl[jStiffenmin. /wldtt2 maa. 1 7 2• min. W 4• man TI6htFlt reever requiredwhen concentrated load exceeds 1000lbs Web stiffenefs applied to both sides of the joist web F16J VVeb Stiffener Specifications For Structural Lateral o BCI JoistCapacity Restraint Minimum Series Min. Thick)Width in Hanger4500s1. 8 Y:' Y:' 2she" 5000s 1. 8 W, xi" 2ehe' 6500s 1. 8 1" or 1Y." 2she" 60s 2. 0 W, 2she" 90s 2. 0 2x4 lumber (vertical) NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI° Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on page 14.' Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCI° 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI° Joist's reaction capacity at a specific bearing location. Lateral Restraint in Hanger. Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness e.g., BCI° 6500s, double V panel OK). Web stiffeners may be used to increase allowable reaction values. See BCIm Design Properties on page 24 or the BC CALC° software. BCI Joist blocking Section View Maximum s Back Span not to exceed 4'-0- BCI° Joist Series Stiffener Nailing Joist Depth Sc' hedul6^ Bearing Location EEnd Intermediate4500s1. 8 9'/z' 2-8d 2-8d 11% 2- 8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 5000s 1. 8 9'/2" 2-8d 2-8d iiYa 2- 8d 3-8d 14" 2- 8d 5-8d 6000s 1. 8 9'/2" 2-8d 2-8d 11ye 2- 8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 6500s 1. 8 9'/2' 11%" 2- 8d I 2-8d 2-8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 60s 2. 0 11%ll 2-8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 90s 2. 0 11%,l 3-16d 3-16d 14" 16" 5- 16d 5-16d 6-16d 6-16d taoise uasccaoe tvvr • tastern specure1 U..we • utiiu42u5o Floor. Load Tables__. Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 4500s 1.8 Series 1%" Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9%" BCI® 4500s 1.8 11'/e' BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9Y2" BCI® 5000s 1.8 11'/e' BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 156 13 71 111 115 138 144 146 79 128 129 138 144 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 125 126 53 96 86 120 125 16 64 94 93 112 118 44 85 72 108 104 117 17 54 83 79 99 105 111 61 96 88 110 18 46 74 67 88 89 100 51 86 75 101 19 57 79 76 90 44 77 64 91 20 49 71 66 81 55 82 21 43 65 57 74 48 74 22 50 67 42 68 23 44 61 24 25 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Bore Cascade E`NP • Eastern Specifier Guide • 0810412015 Floor _Load Tables __ ry's1 LLB Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16'Flange Width 29/16" Flange Width 9'/2" BCI® 6000s 1.8 11'/e' BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9Yz" BCI®6500s 1.8 11%11 BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load TotalILoad 6 320 333 346 353 320 333 346 353 7 274 285 297 302 274 285 297 302 8 240 250 260 265 240 250 260 265 9 213 222 231 235 213 222 231 235 10 183 192 200 208 212 192 200 208 212 11 141 174 181 189 192 153 174 181 189 192 12 112 160 166 173 176 121 160 166 173 176 13 89 147 144 153 160 163 97 147 153 160 163 14 73 129 117 142 148 151 79 137 129 142 148 151 15 60 112 97 133 138 141 65 124 106 133 138 141 16 1 50 98 81 125 117 130 132 54 109 89 125 127 130 132 17 42 84 68 112 99 122 124 46 92 75 117 107 122 124 18 58 100 84 115 112 117 64 110 91 115 117 19 50 89 72 106 96 111 54 99 78 109 104 111 20 43 81 62 96 83 106 47 89 68 104 90 106 21 54 87 72 99 41 81 59 96 78 100 22 47 79 63 90 51 88 69 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 44 70 47 77 26 42 72 27 28 29 30 Boise Casaide EWP • Eastern Specife, Guide • 08/041201 Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25A6'Flange Width 3'/2" Flange Width 11 %11 BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11'/e" BCI® 90s 2.0 14" BCI® 90s 2.0 1611 BCI® 90s 2.0 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 366 366 366 450 453 456 7 314 314 314 385 388 391 8 275 275 275 337 340 342 9 244 244 244 300 302 304 10 220 220 220 270 272 274 11 200 200 200 245 247 249 12 183 183 183 225 226 228 13 169 169 169 207 209 210 14 155 157 157 157 192 194 195 15 128 146 146 146 180 181 182 16 107 137 137 137 152 168 170 171 17 90 129 129 129 129 158 160 161 18 77 122 110 122 122 110 150 151 152 19 66 115 95 115 115 95 142 134 143 144 20 57 110 82 110 109 110 83 135 117 136 137 21 50 100 72 104 95 104 72 128 102 129 130 22 43 87 63 100 84 100 63 122 90 123 119 124 23 55 95 74 95 56 112 79 118 105 119 24 49 91 65 91 49 99 70 113 94 114 25 43 87 58 88 44 88 63 108 83 109 26 52 84 56 104 75 105 27 1 47 81 50 100 67 101 28 42 78 45 91 61 97 29 41 82 55 94 30 50 91 Total Load values are limited by shear, moment, or deflection equal to L/240 Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCo software. Boise Cascade EWP • Eastem Speciher Guide • 08/0412015 Roof Framing_ BCI® Rafters FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. I All I Blocking not shown ' 1 for clarity. SAFETY WARNING DO NOT ALLOW WORKERS ON BCI41 JOISTS UNTIL ALL HANGERS, BCI'D RIM JOISTS, RIM BOARDS, BCIO BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCI° blocking panels, and x-bracing must be completely installed and properly nailed as each BCI° Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI° Joist with two 8d nails. Structural ridge VERSA -LAM° or load -bearing wall required. Blocking or other lateral support required at end supports. C0J When installing Boise Cascade EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding wood treatment. BCI° Rafter Header Multiple BCI° Rafters may be required. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within '/2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. BCI11 Ceiling Joist with Bevel End Cut (For Limited -Access Attics Only) BCI11 Joist shall not be used as collar/tension tie. Roof rafter shall be supported by ridge beam or other upper bearing support. Continuous floor sheathing or 1x4 Nailer ® Max. 4'-0" o.c. 2'6" o.c. or BCI.4500s) 3'-0" o.c. or BCI' 5000s) Fr Mlnlmum Heel Depth See table at right) 12 C Min. Rafter Strut Y 9t4", ill/." or 14' Web BCI.4soos/60005/60oos/6500s viler Ceiling Joist @ 24" o.c. Maximum 3%" Minimum Bearing 2x4 Wall) Each End Roof Rafter Ceiling Loads: Live Load = 10 psf Dead Load = 7 psf 2X Blockln6 Maximum Span Lengths Without Roof Loads 9%x" BCI° 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 11%" BCI' 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI' 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 & 3 at right) Minimum Heel Depths Joist Depth End Wall 2x4 2x6 9 4" 2X" 1'h" 11'/:' 3'b" 2'r6" 14" 4W 3h„ Notes: 1) Detail is to be used only for ceiling joists with no access to attic space. 2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) BCI° ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCI° top flange with 1 - 10d (Y long) box or larger nail. 6) 1x4 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI° Joist at beveled ends. Nail roof rafter to BCIo Joist per building code requirements for ceiling joist to roof rafter connection. Boise Cascade EWP - Eastern Specifier Guide • 08/04/2015 Roo Framing-- -etai s -- ----- --------- ---- f Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope®1 Rimboard / VERSA -LAM* blocking. V' greater than 1/4/12 Ventilation cut: 1/3 of length, 1/2 of depth* fitFlange VERSA-LAM* blocking. ntilation "V" cut: length, 1/2 of depth 2x4 blocking Tiange of BCI• Joists may for soffit foe birdsmouth cut only at I sthe low end of the Joistsupport. 2'i' max Blydsmouth eut BG• Joist Simpson VPA or USP TMP connectors or equal can Flange of BCI• Joists may be birdsmouth cut only atlate, lan a mustbear ful on web stiffenerlybeusedinlieuofbeveledplateforslopesfromthelowendoftheJoistBirdsmouthcutBCI• Joist3/12 equired each side. to12/12. flange must bear fully on plate, web stiffener required each side. Bottom flange shall be fully supported. lOd Simpson or USP LSTA24 strap, nailing per 1 . Simpson or USP LSTA24 strap where slope nails 2x4 one side for 135 PLF max. at 6" o.c. 2x6 one side for 240 PLF max. governing building code. exceeds 7/12 (snaps may be required for lower slopes In high -wind areas). Nailing per governing VERSA -LAM* LVL BCI• blocking Holes cut building code. support beam. for ventilation. VERSA -LAM• LVL support beam. Backer block. o Thickness per corresponding BCI• series. 2x block BCI• blocking Holes cut oublebeveled Beveled web stiffener a'.0 nortz. for ventilation. wood plate. on each side. Blocking on both sides of ridge may be required for 2'b• horl shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. 1 1 1 st may be Backer block Lhen L exceeds r minimum 12" wide). 2'-0•cing. I Joist Nail with 10-10d nails. ma I Hanger g as required. Nail r outrigger r through BCI• C web. DO NOT bevel -cut Joist filler block. Nail beyond Inside face of wall, except with 10 -10d nails. for specific conditions In details x _ outrigger shown on pages 6 and 13 of the Backer block required where top flange tched around BCI• Eastern Specifier Guide. Joist hanger load exceeds 250lbs. flange. outrigger Install tight to top flange. cing no greater n 24" on -center. LATERAL SUPPORT BCI• Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAM*, BOISE CASCADE' Rimboard or BCI• Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI° Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCIaJOISTS Minimum end bearing: 1%" for all BCI' Joists. 3%" is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC• software. NAILING REQUIREMENTS BCI• rim Joist, rim board or closure panel to BCI• Joist: Rims or closure panel 1% inches thick and less: 2-8d nails, one each in the top and bottom flange. BCI.4500s/5000s rim Joist: 2-10d box nails, one each In the top and bottom flange. BCI.6000s/60s rim Joist: 2-16d box nails, one each in the top and bottom flange. BCI.6500s/90s rim joist: Toe -nail top flange to rim Joist with 2-10d box nails, one each side of flange. BCI' rim Joist, rim board or BCI• blocking panel to support: Min. 8d nails@ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI• joist to support: 2-8d nails, one on each side of the web, placed 1% inches minimum from the end of the BCI' Joist to limit splitting. Sheathing toBCI9joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability: 18" for BCI° 4500s and 5000s, 24" for larger BCI° joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS Series ac erne Filler Block Thickness 4500s 1.8 w" Laneoodanels Two W wood panels or 2 x _ 5000s 1.8 o onewooofdanelsTwo Y4' wood panels or 2 x _ 6000s 1.8 I%w or two %" woodpanels2x _+ T/14' or 42" wood panel 6500s 1.8 o or two panel's" wood2 x + %' or 3'4' wood panel 60s 2.O 1%" or two %" wood panels 2 z _+'/,," or" wood panel 90s 2.0 2 x lumber Double 2 x lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 1/4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI° JOISTS FROM THE WEATHER BCII Joists are intended only for applications that provide permanent protection from the weather. Bundles of BCII Joists should be covered and stored off of the ground on stickers. MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. VENTILATION The 1% Inch, pre -stamped knock -out holes spaced at 12 Inches on center along the BCI' Joist may all be knocked out and used for cross ventilation. Deeper joists that what Is structurally needed may be advantageous In ventilation design. Consult local building official and/or ventilation specialist for specific ventilation requirements. BIRDSMOUTH CUTS BCIO Joists may be birdsmouth cut only at the low end support. BCI° Joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support. The bottom flange must sit fully on the support and may not overhang the Inside face of the support. High end supports and Intermediate supports may not be birdsmouth cut. Bowe Cascade EWP - _astern Specihe, Guide • 08!04120' 5 Roof Span- Tables-- — ------ - --- -tom i Maximum clear span in feet and inches, based on horizontal spans. BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Wdth 2" Flange Width 92' 11%" 14" 16" 9'/z' 11%11 14" BCI° 4500s 1.8 BCI0 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 5000s 1.8 BCI° 5000s 1.8 BCI0 5000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12: 4/128/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or i to to or to to or to to or to to or to to or to to or to to psfj [psfj Less 8/12 12/12 Less 8/12 12/12 Less 8/12'12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8112 12/12 Less 8/12 12/12 Non- 20 10 23'-10" 22'$" 20-10" 28'-5" 26-9" 24'-10" 32'-3" 30'-5" 26-3" 35'-9' 33-8" 31'-3" 4'-10' 23'-5" 21'-9" 29'-7" 27'-11' 25'-11' 33'-8" 31'-9" 29'-5" Snow 20 15 122' i" 21'-3" 19'-7" 26•11" 25-3" 23'4" 30' 7" 28'-9" 26-6" 33'-6" 31'-10" 29'4" 23'-6" 22'-1" 20'-5" 28'-0" 26'-4" 24'-4" 31'-10' 29'-11' 27'-7" 125% 20 20 21'-7" 20'-2" 18'-7" 25'$" 24'-0" 22'-1" 29'-2" 27'-4" 25'-1" 31'-0" 30.3" 27'-10" 22'-5' 21'-0" 19'4" 26'-9" 25'-0" 23'-0" 30'-5" 28' 5" 26'-2" 25 10 22'$" 21'-5" 19'-11" 26-11" 25'$" 23'$" 30-2" 29'-0" 26-11" 37-3" 31'-T' 29-10" 23'-7" 224" 20'-9" 28'-1" 26'-7" 24'-9" 1'-11" 30'-2" 28'-1" 25 15 21'-7" 204" 18'-10" 25'-9" 24'-2" 22'-5" 28'-7' 27'-5" 25$" 30.1" 294" 28'-3" 22'-6" 21'-2" 19'-7" 6'-10" 25'-3" 23'4" 30'-3" 28'4" 26'-7" 12" O.C. 30 10 21'$" 20$" 19'-1" 25-9' 24'-5" 22'-9" 28'-3" 27'-9' 26-11" 30-2" 29$" 29-8" 22'-7" 21'4" 19'-11 6'-10" 25'-5" 23'-9" 30'4" 28'-11". 27'-0" Snow 30 15 29-9" 19-7" 18'-2" 24'-5" 23'-0" 21'$" 26'-7" 26-11" 24'-7" 29-5" 2T-9' 26'-10' 21'-7" 20'-5" 18'-11 25'-9" 24'-4" 22'-T' 28'-6" 27'-8" 25'-8" 115% 4 19'$" 18'-11" 1T-10" 23'-2" 22'$" 21'-3" 20'-0" 25'-3" 24'-11" 24'-7' 2T-0" 26-8' 26'-1- 20'-0" 19'-8" 18'-7" 24'-5" 2.3_5+22-2 27'-2 26'-8",25'-2" 40 15 19' S" 18'-0" 11 1 22'-1" 21'$" 24'_1 23'_7" 27-11" 25-8' 25-T 24'$" 20 2 19' 1' 17'-10' 23'-8" 22-9 21 3 5'-10125'4" 24'-1" 19'-9" 50 10 18'-3" 17'$" 16; 7" 21'-2'i 20-10' r-- 27-5" 23'-1" 27-10" - 24'$ 24'4"24'-0" I19'-0';,— 16'-3" 17'-3" 22' 8": 21'-9" 20'-7" i ---- 4'-10'124' 6" 23'-5" 50 f 15 1T-11' 17'4" , 16-3" 29 4' , 294' 194" 1 22-7 21'-9" : 21'-3 23'$" ; 23'-3" ; 22'-9" 19'-0 18'-1"116'-11 1'-10" 21'-5"' 20'-2" 23'-9"' 23'4" 22'-10' Non- 20 10 21'-7" 29-5" 16-11" 25-9' 24'-3" 22'-6" 29'.3" 27'-7" 25'-T' 31'-5" 30-7 28'4" 22'-6" 21'-3" 19'-8" 6-10'1254"123'4" 30'-6" 28'4" 26'-8" Snow 20 15 29-6" 19'-3" 17'-9' 24'4" 22'-11" 21'-1" 27'.2" 26'-0" 24'-0" 29-0" 26-7 NJ" 21'-4" 20'-0" 18'-6" 25'-5" 23'-10' 22'-0" 8'-11' 27'-1" 25'-0" 125% 20 20 19'$" 18'-3" 16'-10" 23'-3" 21'-9" 20'-0" 25'4" 24'-5" 22'-9' 2T-1" 26'-2" 24'-11" 20'4" 19'-0" 17'-6" 24'-3" 22'-8" 20'-10' 27'-2",25'-10'123'-9" 25 10 20'$" 19-5" 1 18'-1" 24'-0" 23'-1" 21'$" 26-1" 25-7" 24'-5" 2T-11" 2T4" NJ" 21'4" 20'-2" 18'-10 25'-6" 24'-1" 22'-5" 28'-1" 27'4" 25'-6" 25 15 19'-7" 18'-5" 1 17'-1" 22'4" 21'-9' 29 4" 24'4" 23'-9" 22'-11" 26-0' 254" 24'-5" 20'-5" 19'-2" 17'-9" 24'-0" 122'-10" 21'-2" 26'-2" 25'-6" 24'-1" c. O.C. 30 10 19-7" 18'-7" 17'4" 22'-5" 22'-0" 20-7" 24'-5" 24'-0" 23'-5" 26'-1" 25.8" 26-0" 20'-5" 19'-4" 18'-1" 24'-1" 23'-1" 21'-6" 26'-3" 25'-9" 24'-5" Snow 30 15 19-T' 17'-9" 16'$" 21'-1" 20-7" 19'-7" 23'-0" 22'-5" 21'-9' 24'-T' 24'-0" 23'3" 19'-7" 18'-6" 17'-2" 22'-8" 22'-0" 20'-5" 24'4' 24--1" 23'-3" 115% 40 10 1T$" 1 17'-1" 16'$" 16-7' 15'$" 20'-1" 19-1" 19-9' 19-3" 21'-10-21'-7-. 21'-1" 23'4" 23-9- 22 7" 21'-10" 21'3" 18'-7"{1T-10116-10 18'-1"i1T-4" 1 16'-1" 21_-7'_,21'-Y120'-1" 20'i"20'-1"19'-3" 23'-6":23'-2"122'-8" 22-4"21'-11",21'-4" 40 18'$" 18'-2" 20-10",20-5' 19-10' Z7-3" 50 r_- 10 15-2" I16-10'; 15'-0" 18'-0" 18'-1"; 1T-9" 19-11" 19-9' 19-5" 21'4" 1 21'-1' ; 20-9" 17'-2"116'-6";15'-8" 19'-8" 19'-5",18'-8" 21'-5" 21'-2",20'-10' 50 15 16-2" 15'-3" 14'$" 1T-7" 1T-3" 116-10 19'-2" 18-10', 19-5' 20-5' 20-1" 19'$" 16'-8"' 16'-0",15'-4" 18'-10" 18'-6"' 18'-1" 20W" 120'-2":19'-9" Non- 20 10 20.4" 19'-2" 17'-9" 24'-2" 22'-10" 21'-2" 26'-10' 25-11" 24'-1" 28'-8" 28'dP 26$" 21'-2" 19'-11'18'-6" 25'-2" 23'-9" 22'-1" 28'-8" 27'-0" 264. Snow 20 15 19-3" 16-1" 16'$" 22'-9" 21'-6" 19'-10" 24'-9" 24'-0" 1 22'-T' 26'-5" 25'-8" 24'$" 20'-0" 18'-10' 17'-4" 3'-10' 22' 125% 20 20 18-0" 17'-2" 15'-9" 21'-2" 20-5" 18'-9" 23'-1" 22'4" 21'-3" 24'$" 23'-10" 22'-9" 19'-1" 17'-10' 16'-5" 22'-9" 21' 4" 19'-7" 4'-10'123'-11' 22'-3" 25 10 19-3" 19-3" 1 1T- 21'-10" 21'-5" 20-2" 23-10' 23'-0" 27$" 25$" 24'-11" 24'-3" 20'-1" 19'-0" 17'-8" 23'-6" 22'-7" 21'-1" 25'-7" 25'-1" 23'-11' 25 15 194' 1T-0" 16'-0" 20'-5" 19-10" 19' 1" 22'-3" 21'$" 20-10' 23-9' 23'-1" 22'4" 19'-2" 18'-0" 16'-8" 1'-11" 21'-4" 19'-11' 3'-10" 23'-3" 22'-5" 19.2" 30 10 194' 1T-5" 16-3" 20'-5" 20-1" 19-5" 27-3" 21'-11" 21'4" 23'-10' 23-5' 22'-10" 19'-2" 18'-Z' 16-11 22'-0" 21'-7" 20'-2" 3'-11" 23'-0" 22'-11' O.C. Snow 30 15 16'-11" 16'-7" 16-6- 19'-3" 18'-9" 18'-2" 29. 20'-5" 19-10' 27-5' 21'-10' 21'-2" 18'-3" 17'4" 16'-1" 20'-8" 20'-2" 19'-2" 22'-6" 22'-0" 21'-3" 115% 40 10 16'-2-2" j 15'-11" 15'-2" 18'3" 19.0" 17'$" 19'-11"' 19'$" 19'-3" 21'4" 21'- 29-7" 17'4" 1_6'-9" 15'-10 19'$',19'4" 18'-10' 21'-5" 21'-1". 20'-8" 40 15 164 , 15'-0" 14'$" 17'-5" 17'-1" 16'-7" 19-11" 18'-T ; 18-1" 20-3" 19-10' 19'-0" 16'4' 16'-2" 15'-2" 18' 8"' 18' 4"i17'-10' 20' 4"I20'-0"' 19'-5" 50 10 14'-9" 14'$" 14'-1" 16'$" 1 16'$" 16'-2" 18'-2" 18'-0" 1T$" 195" ! 19-3" 118'-11" 5'-10"1 15'-6",14'-8" 1T-11" 17'-9" 17'-5" 19'-T' 19'-4" 19'-0" 50 15 1 14--1" .13'-10", 114" 164" ; 16-9' , 164" 17'-5" 17'-7' 16-9' 19$" , 18'-0" i 1T-11" 15'-2" •14'-11" 14'4" 17'-2" 16-11" 16'-6" 18'-9" 18'-5" 18'-0" Non- 20 10 18'-10" 17'-9' 16'{" 22'-0" 21'-1" 19-7" 24'-0" 23'-5" 27-4 25'-T' 26-0' 24'-3" 19'-7" 18'-6" 17'-2" 23'-4" 22'-0" 20'-5" 25'-9" 25'•0" 23'-3" Snow 20 15 17'•10" 16'-9" 15-5" 20'-3" 19$" 18'4" 22'-1" 21'-5" 20'-T' 23'$" 22.11" 22'-0" 18'-6" 17' 5" 16'-1" 1'-10' 20'-9" 19'-2" 23'-9" 23'-1" 21'-9" 125% 20 1 20 16-8" 16-11" 14'-7" 18'-11" 18'-3" 17'-5" 20'-8" 19'-11" 19'-0" 22--1" 21'-3" 20'4" 17'-8" 16'-7" 15'-3" 20'4" 19'-8" 18'-2" 22'-2" 21'-5" 20'-5" 25 10 17'-3" 16'-10" 16-9" 19'$" 19-2" 18'-7" 21'-3" 20-10' 20-3" 27-9" 27-3" 21'$" 18'-0" 17'-7" 16'4" 21'-0" 20W" 19'-6" 7-10', 22'-5" 21'-9" 25 15 16'-1" 15'-7" 14'-10" 18'-2" 17'-9" 17'-1" 19-19' 194" 194' 21'-3" 29-0' 19'-11" 17'-3" 16'-8" 15'-5" 19'-7" 19'-1" 18, 4" 21, 4" 20'-9" 20'-0" 24" 30 10 16'-1" 15'-10" 16-1" 19-3" 17'-11" 17'$" 19-11" 19'-7" 19-1" 21'-3" 20-11" 20'-5" 17'-4" 16'-10" 15'-8" 19'-7" 19'-3" ' 18'-9" 21'-5" 21'-0" 20'-6" O.C. Snow 30 15 16-2" 14-9" 14'4" 1T-2" 16'-9" 16'-3" 18'-9' 18'-T 1T$" 29-T 19'$" 19-11' 16'-3" 15'-11"14'-11 18'-5" 18'-0" 17'-5" 20'-1" 19'-8" 19'-0" 115% 40 1 10 14'-5" 1 14'-7' 13'-11" 16'-4" t 16'-1" 16-9' 17'-10' 17.-T. 1T-2" 19- 19-T 18'-5" 15'-0" 15%3"' 14'-7" 17'-7" 17'-4"'16'-11' 19'-2" 18'-10" 18'-6" 40 1 1_ 'i _13'-5" 1- -1' 16-6* 1 15'-3" 14'-10" 16'-11' j 16'-T_r 1 & 16-1" 1 T_9' j 17'3" 14'_9" 14'-5" t 14'-0" 16' 8"j 16' 4" 115 I1 -120" 1 T 4" 15 5_0 10 13'-2" 13'-0" 1 12'-9" 14'-11"; 14'-9' 14'$" 16'-Y 16'-1" , 15-9' 1 T-0" J 1 T-7; 16'-10" 14,-2"'I T,11" 13,-T' 16'-0" ,15'-10" -7" 17 =5" 1 16'-7" 50 15 12'-7"' 12'4", 12'-1" 14'-3" j 14'-0'' 13'-9" 15'-7"' 164" 14'-11" 19 16'-0 . 163 13-6.13-4" 13-0 154",14'-11",14'-3" 16'-2"' 15'-8" 14'-11' Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALCO software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCO software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EVW . Eastern Speafier Gjide - 08I0412015 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 77791/21, BCI® 6000s 1.8 Series 25/16" Flange Width il%" a BCIO 6000_s_1.8 B_C_I° 6000_s_ 1.8_ BCI°_6000s_1.8_ B_C_I° 6000_s 1._8__ Live Dead 4/12 -4/12 8/12 4/12 4/12 8/12 - I 4/12 4/12 8/12 4/12 1 4/12 -I 8/12 - Load Load or to to or to to or to to or to to Ps11 [Psf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 120 10 26'-0" 24'-6" 22'-9" 30'-11" 29'-2" 27'-0" 35'-2" 33'-2" 30'-9" 38'-10" 36'-7" 34'-0" Snow 20 15 24'-7" 23'-1" 21'-4" 29'-3" 27'-6" 25'-4" 33'-3" 31'-3" 28'-10" 36'-9" 34'-6" 31'-10" 125%1 20 20 23'-6" 22'-0" 20'-2" 27'-11" 26'-1" 24'-0" 31'-9" 29'-9" 27'-4" 35'-1" 32'-10" 30'-2" 25 10 24'-8" 23'4" 21'-8" 29'4" 27'-9" 25-10" 33'4" 31'-0" 29'4" 36'-10" 34'-10" 32'-5" 25 15 23'-6" 22'-2" 20'-0" 28'-0" 26'-4" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" O.C12". o.c. 30 23'-7" 22'-4" 20'-10" 28'-0" 26'-7" 24'-5" 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" Snow 30 E 22'-7" 21'4" 19'-9" 26'-11" 25'_4" 23'-0" 30,_7' 28'_10" 26'-9"_ 33'-0" 31'_11" 29'_7' 115% 40 10 21'-5" 20'-7" 1 19'-5" 25'-0" 24'-0" 23'-1" 29'-0" 27'-10" 26'-3" 31'4" 30'-9" 29'-0" F- - - - — 40 15 21'-1" j 20'-0" 18'-7" 25'_1" 23'-9" 27.2" 2T-11" 27'_1" 25'-2" 29'-10" 29'-3" 2T-10" i 50 I 10 19'-10" 19'-1" 18'-1" 23'-T' 22'-8" 21'-6" 26'-9" L 25'-9" 24'-6" 28'-8" 28'-3" 2T-1" I 50 15 19'-10" 18'-11" 17'-8" 23'-7" I 22'-6" r 21'-0" 25'-8" 25'-3" 2T-11" 27'-5" 27'-0" 1 26'-5" Non- 20 10 23'-6" 22'-2" 20' 7" 28'-0" 26'-5" 24'-6" 31'-10" 30'-0" 27'-10" 35'-2" 33'-2" 30'-10" Snow 20 15 22'-3" 20'-11" 19'4" 26'-6" 24'-11" 23'-0" 30'-2" 28'4" 26'-2" 33'4" 31'-4" 28'-11" 125% 20 20 21'-3" 19'-11" 18'-4" 25'-3" 23'-8" 21'-9" 28'-9" 26-11" 24'-9" 31'-5" 29'-9" 27'-5" 25 10 22'-4" 21'-1" 19'-8" 26'-7" 25'-1" 23'-5" 30'-3" 28'-7" 26'-7" 32'_5" 31'-7" 29'-5" 25 15 21'4" 20'-1" 18'-7" 25'4" 23'-10" 22'-1" 28'-3" 27'-2" 25'-2" 30'-3" 29'-5" 27'-9" 16" o.c 30 10 21'-4" 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 28' 4" 27'" 25' 6" 30' 4" 29'-9" 28'-3" Snow 30 15 20'-6" 19'4" 17'-11" 24'4" 2T-0" 21'4" 26'-8" 26'-0" 24'-3" 28'-6" 2T-10" 26'-10" 115% 40 10 19— 5- 18'-7„ 17'_7„ 23'_1" 22'-7' 20,_11" 25'_5' 25'-0" 23'-10" 27'-2" 26'4" 26'_2" 40 15 15 19'-1" t 18'-1" 16'-10" 22'-2" 21'-0" 20_1 24'-2" 23'-8" 22'-10" 25'-10" 25' 4" 24'-8" 50 , 10 18'_0" 17'-3" 16'4" 21'-3" 4 - 20'-0" 19' 6" 23,-2" -t 22_11" -'-22--2"- 24_9" J 24'-0" I 24,_1"_ I 50 15 1T-11" 17'-1" i 16'-0" 20'4" 20'-0" j 19'-0" 22'-2" 21'-10" 21'-4" 23'-9" 23'4" 27-10" Non- 20 10 22'-1" 20'-10" 19'4" 26'-3" 24'-10" 23'-0" 29'-11" 28'-3" 26' 2" 33'-1" 31'-2" 28'-11" Snowl 20 1 15 20'-11" 1 19'-8" 1 18'-2" 24'-11" 23'-5" 21'-7" 28'4" 26'-7" 24'-7" 30'-8" 29'-5" 27'-2" 125% 20 20 19'-11" 18'-8" 1 17'-2" 23'-9" 22'-3" 20'-5" 26'-10" 25'4" 23'-3" 28'-8" 27'-8" 25-9" 25 10 21'-0" 19'-10" 18'-6" 24'_11" 23'-7" 22'-0" 27'-8" 26-10" 25'-0" 29'-7" 28'-11" 27•-8" 25 15 20'-0" 18'-10" 1T-5" 23'-8" 22'-5" 20'-9" 25'-9" 25'-1" 23'-7" 27'-T 26'-10" 25-11" 19.2" O.C. 30 10 20'-1" 19'-0" 17'-9" 23'-9" 22'-7" 21'-1" 25-10" 25'-5" 24'-0" 2T-8" 27'-2" 26'-6" Snow 30 15 19'-3" 18'-2" 16'-10" 22'-4" 21'-T' 20'-0" 24'-4" 23'-9" 22'-10" 26'-0" 25'-5" 24'-7" 115% 40 Y 10 18'-3_ 17'-6" 16'$" 21'-3" 20'-10" 19'-8"_ 27-10" r 22' 20'-2" 19'-10" 18'-10" 23'-2" 22'-0" 21'-7" ' 21'-0" -- 23'-6" 23'-1" 22'_-0" 40 15 17'-0" 15'-10" 50 r 10 1T-10"_ 16'-10" i 16'-2" T 15'° - 19'-5" 19'-7'- - 18'-3"_ 21'-1" 20'-10" t 20'-6" 22'-7" 22''21-11' 50 15 f — - - 16'4" 16'-1" 15'-0" 18'-7" 18'-3" i 1T-10" 20'-3" 19'-11" 19'-5" 21' 8" I 21'-3" ; 20'-10" Non- 20 10 20'-6" 19'-4" 17'-11" 24' 4" 23'-0" 21'4" 27'-9" 26'-2" 24'-3" 29'-9" 28'-11" 26'-10" Snow 20 15 19'4" 18'-2" 16'-10" 23'-0" 21'-8" 20'-0" 25'-8" 24'-8" 22'-9" 27'-5" 26'-7" 25'-2" 125% 20-20 18'-6" 1T-3" 15-11" 22'-0" 20'-7" 18'-11" 23' 11" 23'-1" 21'-7" 25'-7" 24' 9" 23'-7" 25 10 19'-5" 18'4" 1T-1" 22'-8" 21'-10" 20'4" 24'-8" 24'-2" 23'-2" 26'-5" 25'-10" 25'-2" 25 15 18'-6" 17'-5" 16'-2" 21'-2" 20'-7" 19'-3" 23'-0" 22'-5" 21'-8" 24'-8" 24'-0" 23'-2" 24" 30 10 18'-7" 17'-7" 16' 5" 21'-2" 20'-10" 19'-6" 23'_1" 22'-8" 22'-2" 24'-9" 24'-3" 23'-8" O.C. Snow 30 15 17'-7" 16'-9" 15'-7" 19'-11" 19'-6" 18'-7" 21'-9" 21'-3" 20'-6" 23'-3" 22'-8" 21'-11" 115% 40 I 10 16'-9" 16'-2" 15'-3" 19'-0" 18'-8" 18'-2" 20'-8" 20, 4" 20'-0" 22'-1" 21'-9" 21'4" 17-8 17-2-- 15 15'-11"L 15-7"-y-14'-8"- 18-0- 19-3'- - 18-9"-- 21'-0"- 20'-7' 19'-8" 40 50 10t --- 15'-3" 14'-11' 14'-3" 17'" I 17'-1" 16'-10" i- - i - - - -- 19-8"-- 18'-10" 18'-8" 18'-4" 9'-5" ---- 19'-10" 19'-5" 18'-9" 50 , 15 14'-7' 14'-4" 13-11 16'-7" 164- 15-11" 1T-11" 17'4" 16'-0" 18'-3" 17'4- - 16-10" Boise Cascade EWP - Eastem SpeciLer Goide • 08/04120 i5 Maximum clear span in feet and inches, based on horizontal spans. BCI® 6500s 1.8 Series 29/16" Flange Width 9%" BCI° 6500s 1.8 11 V." BCI° 6500s 1.8 14" BCI° 6500s 1.8 16" BCI° 6500s 1.8 Live Dead 4112 4112 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 I 4/12 1 8/12 Load Load or to to or I to to or to to or to i to psf[ psfj Less 8/12 12/12 Less 8/12 I 12/12 Less 8/12 12/12 Less 1 8/12 12/12 Non- 20 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-8" 35'-0" Snow 20 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-1" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125% 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36'-1" 33'-10" 31'-1" 10 25'-5" 24'-1" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" 30'-3" 37'-11" 35'-10" 33'-5" 15 24'-3" 22'-10" 21'-2" 28'-10" 27'-2" 25,-1" 32'-9" 30'-10" 28'-7" 36'-2" 34,-1" 31'-7" 17' 1251 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 25'-6" 32'-10" 31--1" 29'-0" 36'-3" 34'-4" 32'-1" o.c. Snow15 23'-4" 22'-0" 20'-5" 27'-8" 26'-2" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6" 115% 40 10 22'-2" 21'-3" 1 20'-0_' 26'-4" 25'-3" 23'-10_ 29'-11" 28'-8" 27'-1" 33'-0" 31'-8" 29'-11" 40 10- 15 21'-9" 20'-7" t 19'-3" 21- - --- -- -- 29'-5" 27 10" '_25'-11" 31'-5 30'-9" 28'-8" 25'-11" 24'-6" 22'-10" 50 -- 20 -6" _ 19'-8"_ _ _ 18'-8" 24'-4" 23'-4"_ _, 22'-2" 27'-8" 26'-7" 25'-2" 30'-2" 29'_4" 27'-10' 50 15 1 20'-6" 19'-6" 18'-3" 24'4" 23'-2" I 21'-8" 2-7'-0" 26'-4" 24'-8" 28'-11" 28'-5" ' 27'-3" Non- 20 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34'-2" 31'-9" Snowl 20 15 23'-0" 21'-7" 19'-11" 27,4" 25-8" 23'-8" 31'-1" 29'-2" 26-11" 34,-4" 32'-3" 29'-9" 125% 20 20 21'-11" 20'-6" 18'-11" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 28'-2" 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 31'-2" 29'-5" 27'-5" 34'-1" 32'-6" 30'-3" 25 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 29'-8" 27'-11" 25'-11" 31'-10" 30'-11" 28'-7" 16" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-1" 29'-9" 28'-2" 264" 31'-11" 31'-2" 29'-1" O.C. Snow 30 15 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-1" 26-11" 25'-0" 30'-0" 29'-4" 27'-7" 115% 40 10 20'-0" 19'-3" 18'-2" 23'-10" 22'-10" 21'-7" 26'-9" 26'-0" 24'-6" 28'-7" 28'-2" 27'-1" 40 15 19'-91, i__18'-8" 17'-5" 23'-4" 22'-2" 20' 8" 25'-5" 24'-11" 23' 6" 2T-2" 26'_8" 25'-11` 50 10 18'-6" 17'-9" 16'-11" 22'-1" 21'-2', ; 20'-1. 24'-5" 24'-1" 22'-10" 26'-1" 25'-9" 25'-3" 50 15 18'-6" 17'-8" 16'-6" 21'-5" 21'. 19'-8" 23'-5" 23'-0" 22'4" 25-0" 24'-7" 24'-0"' Non- 20 10 22'-10" 21'-6" 20'-0" 27'-1" 25'-7" 23'-9" 30'-10" 29'-1" 27'-0" 34'-0" 32'-1" 29'-10" Snow 20 15 21'-7" 20'-3" 18'-9" 25-8" 24'-1" 22'-3" 29'-2" 27'-5" 25-4" 32'-3" 30'-3" 27'-11" 125% 20 J 20 20'-7" 19'-3" 17'-9" 24'-6" 22'-11" 21'-1" 27'-10" 26'-1" 24'-0" 30%2" 28'-9" 26-6" 25 10 21'-8" 20'-6" 19'-1" 25-9" 24'-4" 22'-8" 29'-1" 27'-8" 25-9" 31'-1" 30'-6" 28'-5" 25 15 20'-8" 19'-5" 18'-0" 24'-6" 23'-1" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26'-11" 30 10 20'-8" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" 27'-3" 26'-6" 24'-8" 29'-1" 28'-7" 27'-4" O.C. O.C. Snow 30 15 19'-10" 18'-9" 17'-5" _ 23'-6" 22'-3" 20'-8'_ 25'-7" 25_0" 23'-6" 27'-5" 26'-9" 25'-11_' 115% 40 10 18'-10" 18--1" 1 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 1 24'-0" 23'-0" 26'-1" 25'-8" 25'-2" 40 15 18'-6" 17'-6" 16' 4" 21'-3" 20'-10" 19'-5" 23'-2" 1 22'-9" 22'-1" 24'-9" i 24'-4" l 23'-8" 50 10 17'-5" 16'-8" 15'-10" 20'-5" 19'-10" 18'-10" 22'-3" 22'-0" 21'-5" 23'-9" 23'-6" 23'-1" 50 15 17'-3" 16'-7" 15'-6" 19'-7" 19'-3" 18'-5" 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" Non- 20 10 21'-1" 19'-11" 1 18'-6" 25'-1" 23'-8" 22'-0" 28'-6" 26-11" 25'-0" 31'-4" 29%9" 27'-7" Snowl 20 1 15 20'-0" 18'-9" 17'-4" 23'4" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'-11" 28'-0" 25'-11" 125%1 20 1 20 19'-1" 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26'-11" 26'-0" 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'-4" 25 15 19'-1" 18'-0" 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 25-11" 25'-3" 24'-4" 10 19'-2" 18'-2" 16'-11" 22'-4" 21'-7" 20'A" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" O.C. 30 c. Snow 30 15 18'-4" 17'-4" 16'-1" 21'-0" 20'-6" 19'-1" 22'-10" 22'-4" 21'-7" 24'-5" 23'-11" 23'-1" 115% 40 I 10 17'-5" 16'-8" 15-9" 20'-0" 19'-8" 18'-9" 21'-9" 21'-5" 21'-0" 23'-3" 22'-11" 22'-3" 1 40 15 16'-9" 16'-2 ; 15'-1" 19' 0" 18'-7" 18'-0" 20' 8" j i 20'_4" 19'-3" 21'-7" 20'-9" 19'-8" 1 50 10 16'-1" - 15'-5" 14'-8" 18'-3" I 18'-0" 17'-5" 19'-6" 19'-0" 18'-5" 19'-10" 19'-5" 18'-9" 1 50 15 15-5" 15'-2" 1 14'-4" 17'4" 1 16'-8" 15'-11" 17'-11" 17'-4" 16'-6" 1 18'4" 17'-8" 16-10" Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern Specifer Gjide • 08104I2O'5 I Roof Span_Tables-------- Maximum clear span in feet and inches, based on horizontal spans. BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16" Flange Width 31/2" Flange Width 11M." BCI° 60s 2.0 14" BCI° 60s 2.0 16" BCI° 60s 2.0 11Y." BCI° 90s 2.0 14" BCI° 90s 2.0 16" BCI° 90s 2.0 Live Dead 4/12 4/12 8/12 4/12 1 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 1 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to or to to1 or to to psf] psf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 33'-11" 42'-11" 40'-6" 37'-7" 39'-0" 36'-10" 34'.2" 44'-3" 41'-9" 38'-9" 49'-0" 46'-3" 42'-11" Snow 20 15 32'-4" 30'-4" 28'-0" 36'-9" 34'-6" 31'-10" 40'-8" 38'-3" 35'-3" 37'-0" 34'-9" 32'-1" 41'-11" 39'-4" 36'-4" 46'-5" 43'-7" 1 40'-3" 125% 20 20 30'-10" 28'-10" 26'-6" 35'-1" 32'-10' 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 39'-11" 37'-5" 34'-5" 44'-3" 41--5" 38'-1" 25 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'-11" 37'-1" 35'-0" 32'-7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0" 40'-11" 25 15 30'-11" 29' 1" 26'-11" 35'-2" 33'-1" 30'-7" 38'-11" 36'-8" 33'-11" 35'-4" 33'-3" 30'-10" 40'-1" 37'-9" 34'-11" t42--8" 41'-9" 38' 8" o.c. O.C. 30 10 31'-0" 29'-4" 27'-4" 35'-3" 33'-4" 31'-1" 39'-0" 36'-11" 34'-5" 35'-5" 33'-7" 31'-4" 40'-2" 38'-0" 35'-6" 42'-1" 39'-4" Snow 30 15 29'-8" 28'-0" 26'-0" 33'-9" 31'-10" 29'-7" 37'-5" 35'-3" 32'-9" 34'-0" 32'-1" 29'-9" 38'-6" 36'-4" 33'-9" 40'-3" 37'-4" 115% 40 10 28'-2" 27'-0" 25'-6" 30'-9" 29'-0" 35'-6" 34'-1" 32'-2" 32'-3"0'-11" ; 329'-2" 3635'-0" 33'-1" 40'-6" 38'-10" 36'-8"'-6" 4015 32'-1" 31'-7" 29'-10' 27'-10' 34'-11" 33'-1" 30'-10' 31'4" ' 30-4-1 8 -_K 36'-0" 1 34'-0" 31'-9" 39'-10 37'-9" 1 35'-2" 27'-9" 26'-3" 24'-6" 1 50 10 26'-1" 25'-0" 23'-9" 29' 8" 28' 6" 27'-0" 32'-11" 31'-6" 29'-11" 29'-10" 28'-8" , 27'-2" 33'-10" 32'-5" 130'-10' 37'-6" 35-11". 34'-2" 1 50 15 26'-1" 24'-10" 23'-3" 29'-8" 28'-3" 26'-5" 32'-11" 31'-4" 29'-3" t ---- 29'- 10" 28'-5" ; 26'-7" a - - 33'- 10" 1 32'-3" 30'-1" 37'-6" 1 35'-8" 33'-5" Non- 20 10 30'-11" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'-1" 35'-4" 33'-4" 31'-0" 40'-1" 37'-10' 35'-1" 44'-5" 41'-11" 38'-11" Snow 20 15 29'-3" 27'-6" 25'-5" 33'-4" 31'-3" 28'-10" 36'-11" 34'-8" 32'-0" 33'-6" 31'-6" 29'-1" 37'-11" 35'-8" 32'-11" 42'-0" 39--6" 36'-6" 125% 20 20 27'-11" 26'-2" 24'-1" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'-11" 29'-11" 27'-6" 36'-2" 33'-11" 31'-2" 40'-1" 37'-7" 34'-7" 25 10 29'-4" 27'-9" 25'-10" 33'-5" 31'-7" 29'-5" 37'-0" 34'-11" 32'-7" 33'-7" 31'-9" 29'-7" 38'-1" 36'-0" 33'-6" 42'-2.' 39'-10" 37'-1" 25 15 28'-0" 26'-4" 24'-5" 31'-10" 30'-0" 27'-9" 35'-3" 33'-2" 30'-9" 32'-0" 30'-2" 27'-11" 36'-3" 34'-2" 31'-8" 40'-2" 37'-10" 35'-1" 16 O. C. 30 10 28'-1" 26'-7" 24'-10" 31'-11" 30'-3" 28'-2" 35'-4" 33'-6" 31'-3" 32'-1" 30'-5" 28'-4" 36'-4" 34'-5" 32'-2" 40'-3" 38'-2" 35'-8" Snow 30 15 26'-11" 25'-5" 23'-7" 30'-7" 28'-10' 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10" 32'-11" 30'-7" 38'-7" 36'-5" 33'-10" 115% 40 i 10 25'-6" 24'-6" 23'-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10' 29'-2" 29'-2" 28'-0" 26'-5" 33'-1" 31'-9" 30'-0" 36'-8"'; 35'-2"! 33'-3" 28'-7" 30'-0" 40 ! 1525'-1" 23'-9" 22'-2" 27'-1" 25'-3" 31'-8" 27'-11" 28'-9" 27'-2" 25'-4" 32'-7" 30'-10"1 28'-9" 36'-1"' 34'-2"31'-10" 50 10 23'-7" 22'-8" 21'-6" 26'-10' 25'-9" 24'-6' 29'-9" 28'-7" 27'-1" 27'-0" 25'-11" t 24'-7" 30'-7" 29'-5" 127'-11" 33'-11" 32'-7"' 30'-11" 50 15 23'-7" 22'-6" 21'-0" 26'-10' 25'-7" 23'-11" 28'-7" 27'-8" 26'-5" 27'-0", 25'-9" i 24'-1" 30'-7"' 29'-2", 27'-3" 33'-11" 32'-4" 30'-3" Non- 20 10 29'-1" 27'-5" 25'-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29'-1" 37'-8" 35'-6" 33'-0" 41'-8" 39'-4" 36'-7" Snow 20 15 27'-6" 25-10" 23'-10' 31'-3" 29'-5" 27'-1" 34'-8" 32'-7" 30'-1" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-1" 34'-3" 125% 20 20 26'-3" 24'-7" 22'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 28' 6" 30'-0" 28'-1" 25'-10" 34'-0" 31'-10" 29'-3" 37'-8" 35'-3" 32'-5" 25 10 27'-7" 26'-1" 24'-3" 31'-4" 29'-8" 27'-7" 34'-9" 32'-10' 30'-7" 31'-6" 29'-10" 27'-9" 35'-9" 33'-10' 31'-6" 39'-7" 37'-5" 34'-11" 15 26'- 3" 24'-9" 22'-11" 29'-11" 28'-2" 26'-1" 33'-1" 31'-2" 28'-11" 30'-1" 28'-4" 26'-3" 34'-1" 32'-1" 29'-9" 37'-9" 35'-7" 32'-11" 19.2125 30 1026'-4" 25'-0" 23'-4" 30'-0" 28'-5" 26'-6" 33'-2" 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" 37'-10" 35'-10" 33'-6" O.C. c. Snow30 15 25'-3" 23'-10' 22'-2" 28'_9" 27'-1" 25'-2" 31'-10" 30'-0" 27'-11" 28--10"127'-3" 25'-4" 32'-9" 30'-11" 28'-8" 36'-3" 34'-3" 31'-10" 115%, 40 10 C 24'- 0" 23'-0" 21'-9" 27'-3" 26'-2' 24'-8" 30'-2" 29'-0" 27'-4" 27'-5" 1 26'-3" , 24'-10" 31'-0" 29'-10"1 28'-2" 34'-5" 1 33'-0" 1 31'-2" 40 15 23'-7" 22'--4" 20'-10" 26'-10' 25'-5" 23'-8" 28'-1" 27'-0" 25'-7" 26'-11" 25'-6" 123'-10" 30'-7' 28'-11"J 27'4' 33'-10" i 32'-1" 129'-11" 50 10 22'-2" 21'-3" 20'-3" 25'-3" 24'-2" 23'-0" 25'-10" 25'-3" 24'-5" 25'-4" 24'-4" 1 23'-1" 28'-8" 27'-7"' 26'-2" 31'-10"1 30'-7" 29'-1" 50 ! 15 22'-2" 21'-2" 19'-9" 23'-9" 23'-0" 21'-11" 23'-9" 23'-0-" 21'-11" 25'-4" 24'-2" t 22'-7" 28'-8" 1 27'-5" 1 25'-7" 29'-8", 28'-8"' 27'-5" Non- 20 10 26'-11" 25-5" 23'-7" 30'-7" 28'-1U' 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10' 32'-11" 30' 7" 38'-7" 36'-5" 33'-10' Snowl 20 1 15 25'-6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-1" 30'-2" 27'-10' 29'-1" 27'-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125% 20 20 24'-3" 22'-9" 20'-11" 27'-7" 25'-10" 23'-10' 30'-7" 28'-8" 26'4" 27'-9" 26'-0" 23'-11" 31'-5" 29'-6" 27'-1" 34'-10" 32'-8" 30'-1" 25 10 25'-6" 24'-2" 22'-6" 29'-0" 27'-6" 25'-7" 32'-2" 30'-5" 28'-4" 29'-2" 27'-7" 25'-9" 33'-1" 31'-4" 29'-2" 36'-8" 34--8" 32'-4" 25 15 24'-4" 22'-11" 21'-3" 27'-8" 26'-1" 24'-2" 30'-8" 28'-11" 26'-9" 27'-10" 26'-3" 24'-4" 31'-6" 29'-9" 27'-6" 34'- 11" 32'-11" 30'-6" 24" O. C. 30 10 24'-5" 23'-1" 21'-7" 27'-9" 26'-3" 24'-6" 30'-9" 29'-1" 27'-2" 27'-11" 26'-5" 24'-8" 31'-7" 29'-11" 28'-0" 357-0" 33'-2" 31'-0" Snow 30 15 23'-4" 22'-1" 20'-6" 25'-1" 23'_4" 27'_4" 26'-1" 24'-5" 26'-9" 25'-3" 23'-5" 30'-3" 28,4 26'-7" 115% 40 10 22'-2" 21'-3" 20--1" 26_'-7" 24'-9" 24'-1" 22'-10' 24'-9" 24'-1" 23--1" 25'-4" • 24'4_23'-0" 28'-8" 27'-7" 26'-1" 30'-11" 30'-0";28'-10" 40 t 15 21'_10" 20'-8" 19'-3" 22'-5" 21'-6" 20'-5" 22'-5" 21'-6" 20'-5" 24'-11" 23'--7" 1 22'-0" 27'-9" 26'-8" 25'-0" 28'-0" 26'-11", 25'-6' 50 10 20'-6" 19'-8" 18'-9" 20'-8" 20'-2" 19'-6" 20'-8" 20'-2" 19'-6" 23'-5" : 22'-6" i 21'-5" 25'-7" 24'-11' 24'-1" 25'-9" , 25'-2" , 24'-4" 50 15 1 19'-0" 18'4" 17'-6" 19'-0" 18'-4" 17'4" 19' 0" 18'-4" 17'-6" 23'-4" 22'-4" ! 20'-11" 23'-6" { 22'-9" 21'-8" 23'-8" , 22'-11 ", 21'-10" r J Boise Cascade EWP • castem Specifier Guide • 0810412015 Roof Load_Tables _____ __— Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/z" per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 13/4' Flange Width 9'/2" BCI® 4500s 1.8 11 %" BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load I Deflect. Total Load Deflect. Total Load i Deflect. Total Load I Deflect. Span Length Non- Snow Snow 115% 125% U240 now 115% Non- Snow 125% U240 I Non- i Snow I Snow j 115% 125% i U240 Snow 115% Non - Snow 125% L/240 6 315 1 343 I - 338 367 353 383 - 356 j 387 7 270 1 294 289 315 302 329 - 305 332 8 236 1 257 253 275 264 287 - 267 290 9 210 228 225 245 235 , 255 - 237 258 10 189 205 202 220 211 I 230 j - 214 232 11 172 187 184 200 192 209 194 211 12 147 160 169 183 176 j 191 178 193 13 14 125 108 136 118 107 156 139 169 151 162 177 151 r 164 j - 164 152 179 166 15 94 1 102 88 121 131 141 153 142 155 16 83 90 73 106 115 126 I 137 133 145 17 73 80 61 94 102 111 121 125 136 18 65 67 I 51 84 91 99 a 108 j - 113 123 19 58 58 44 75 82 73 89 97 j - 102 111 20 49 49 38 68 74 1 63 80 87 - 92 100 21 43 43 33 61 67 54 73 79 i - 83 90 22 56 61 47 66 1 72 1 - 76 82 23 51 54 42 61 1 66 1 - 69 75 24 47 48 37 56 60 54 1 64 69 25 43 43 1 32 51 56 48 59 64 26 47 51 i 42 54 59 27 44 I 48 38 54 28 41 44 34 50 47 51 46 29 1 43 1 47 41 30 1 40 1 44 37 Total Load values are limited by shear, moment, or deflection equal to U180. Deflection values (Deflect.) are limited by live load deflection equal to U240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern Specifier Guide • 08/0412015 Roof Load Tables, r Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125%'Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 5000s 1.8 11W BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load I Deflect. Total Load I Deflect. Total Load ( Deflect. Span Length I I Snow I Non -Snow I 115% 125% U240 Snow 115% Non - Snow 125% U240 Snow 115% Non - Snow ; 125% ! U240 6 315 i 343 i - 338 367 353 383 - 7 270 294 - 289 315 302 329 - 8 236 257 - 253 275 264 287 - 9 210 228 - 225 245 235 255 - 10 189 205 - 202 220 211 230 - 11 172 187 184 200 192 209- 12 157 I 171 169 183 176 191 i - 13 145 158 ' - 156 169 162 177 - i 14 125 136 120 144 157 151 164 i - 15 109 118 98 135 147 141 153 - 16 95 104 j 81 122 I 133 132 143 - 17 85 I 89 68 108 118 124 135 - 18 75 76 1 58 96 105 114 124 i - 19 65 65 1 49 87 I 94 82 103 112 - 20 56 56 42 78 85 71 93 101 - 21 48 48 37 71 77 61 84 91 - 22 42 I 42 32 64 70 54 76 83 23 59 62 47 70 76 68 24 54 54 41 64 70 i 60 25 48 48 37 59 64 1 54 26 43 43 33 55 59 48 27 51 55 i 43 28 47 50 38 90 tit. ' 1 •*' `,,,)•tYf/'M7 J , r y. V . 41 y„ T{r• ' 1M ytl9+: yl :r yi j fi ;',, 4'i''F'.y. +• , y'•, Boise Cascade EWP • Eastern Specifier Gwde . 0810412015 Roof_ Load` Tables\,._ _ i Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2' per foot or less. For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16'Flange Width 9'/z" BCI® 6000s 1.8 11'/e" BCI06000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load I Deflect. Total Load Deflect. Total Load i Deflect. Total Load I Deflect. Span Length Non- Snow ( Snow ; 115% i 125% I L/240 Snow 115% Non- Snow 125% Ii L/240 Non- Snow I Snow i 115% i 125% i L/240 Snow 115% Non - I Snow I 125% L/240 6 360 392 - 375 408 390 I 424 - 398 j 432 7 309 336 - 322 350 334 364 - 341 371 8 270 294 - 281 306 293 318 - 298 324 9 240 261 - 250 272 260 283 - 265 288 10 216 1 235 225 245 234 254 - 238 259 11 12 196 213 180 196 204 187 222 204 213 231 - 195 212 - 217 199 236 216 i - 13 166 180 173 188 180 196 - 183 199 14 15 145 158 126 137 135 111 161 150 175 163 167 i 182 l - 156 169 - 170 159 185 173 16 111 121 92 140 153 146 159 - 149 162 17 98 101— i 78 126 137 137 149 - 140 152 18 86 I 86 66 112 122 108 130 141 - 132 144 19 74 74 56 101 110 92 120 130 - 125 136 20 63 I 63 48 91 99 80 108 117 - 119 129 21 55 55 i 42 83 90 69 98 107 i - 112 122 22 48 48 36 75 79 60 89 i 97 1 88 102 111 23 42 42 32 69 70 53 82 I 89 I 78 93 101 24 61 47 75 81 1 68 86 93 25 61 54 54 42 69 75 61 79 86 26 49 49 37 64 69 54 73 79 27 43 43 33 59 63 48 67 73 65 28 55 57 44 1 63 1 68 58 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least'/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCI software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EVVP • Eastern Specifier Guide • 08/04/2015 Roof Load_ Tables _____ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 29/16'' Flange Width 91/z" BCI® 6500s 1.8 11%" BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load Deflect. Total Load Deflect. Total Load I Deflect. Total Load I Deflect. Span Length Snow 115 Non- Snow 1250/6 L/240 Snow 115% Non- Snow 1250/6 U240 Snow 115% Non- Snow 125% U240 Snow 1159/6 Non - Snow 1259/6 L/240 6 360 392 375 408 390 424 398 432 7 309 336 322 350 334 364 341 371 8 1 270 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 188 180 196 183 199 14 154 168 147 161 175 167 182 170 185 15 140 152 121 150 163 156 169 159 173 16 123 132 101 140 153 146 159 149 162 17 109 111 85 132 144 137 149 140 152 18 94 94 72 125 135 118 130 141 132 144 19 80 80 61 112 122 101 123 134 125 136 20 69 69 53 101 110 87 117 127 119 129 21 60 60 46 91 99 76 108 118 113 123 22 52 52 40 83 87 66 99 107 96 108 118 23 46 46 35 76 76 58 90 98 84 103 112 24 41 41 31 67 67 51 83 90 74 95 103 25 60 60 45 76 83 66 87 95 26 53 53 40 71 77 59 81 88 79 27 47 47 36 65 69 53 75 81 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 51 39 60 66 52 31 46 46 35 57 62 47 32 42 42 32 53 56 43 33 50 51 39 34 47 47 36E]33] 35 43 43 Boise Cascade E%A P • Eastem Specifie, G.ude • 0810412015 Roof- Load -Tables - - --- --- - - - f Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3'/2' Flange Width 11%" BCI® 60s 2.0 14" BCI®60s 2.0 16" BCI® 60s 2.0 11'/a' BCI® 90s 2.0 14" BCI®90s 2.0 16" BCI®90s 2.0 Total Load IDeflect. Total Load Lfie Total Load Deflect I Total Lo d Deflect- I Total Load beflect. i Total Load DeflecL Span Length Non- Snow: Snow o f o I f Non- Snow Snow o+(1 25W 1 Non- ; Snow Snow o f o f Non- Snow: Snow o 0 Snow 0 Non- Snow o 11240o I Non- i Snow Snow o1240 6 413 449 413 449 413 449 507 1551 510 555 514 559 7 354 385 354 385 354 385 434 472 437 476 441 479 8 309 336 309 336 309 336 380 413 383 416 385 419 9 275 299 275 299 275 299 367 340 370 343 372 10 247 269 247 269 247 269 338 304 330 306 333 308 335 11 225 245 225 245 225 245 276 300 278 302 280 305 12 206 224 206 224 206 224 253 275 255 277 257 279 13 190 207 190 190 207 234 254 235 256 237 258 14 177 192 177 207 192 177 192 217 236 218 238 220 239 15 165 179 165 179 165 179 202 220 204 222 205 223 16 154 168 154 168 154 168 190 206 191 208 192 209 17 14 —5 158 145 158 145 158 178 194 180 196 181 197 18 137 1 149 137 149 137 149 169 183 170 185 171 186 19 130 141 123 130 141 130 141 160 174 161 175 162 176 20 123 134 106 123 134 123 134 152 165 153 166 154 167 21 118 121 92 118 128 118 128 144 157 134 145 158 147 159 22 106 106 112 122 112 122 138 150 118 139 151 140 152 23 93 93 81 71 107 117 103 107 117 132 120— 136 104 133 144 134 145 24 82 82 63 103 112 91 103 112 1 0 1 92 127 1 138 1 - 128 139 25 73 73 56 99 106 81 99 107 107 107 1 82 122 133 117 123 134 1 - 26 65 65 50 94 94 72 95 103 87 96 96 73 117 128 104 118 129 27 58 58 44 85 85 65 91 99 86 86 65 113 123 94 114 124 28 52 52 40 76 76 58 88 96 78 77 77 59 109 110 84 1 110 119 29 47 47 36 69_ 69 52 85 92 71 70 I 70 53 100 100 76 106 115 102_ 30 43 43 32 62 62 47 82 84 64 63 63 48 91 91 69 102 111 93 31 56 56 43 76 76 58 57 1 57 44 82 1 82 63 99 108 1 85 32 1 51 51 39 69 69 53 52 1 52 40 75 75 57 96 101 1 77 33 47 47 36 63 63 48_ 48 48 36 69 69 52 92 9_2 71 _ 34 43 43 33 58 44 44 33 63 63 48 85 85 65_ 35 58 1 53 1 53 41 44 1 40 Zf 31 58 58 44 78 78 59 Total Load values are limited by shear, moment, or deflection equal to 1-/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Boise Cascade EWP • Eastern Speufe, Guide • 08/04/2015 Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least'/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI Design_Properties .__ BCI® Joist Series Depth inches] Weight plf] Moment ft-Ibs] El x 10e lb-in2][Ibs] K x 10e Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 1Y2" Bearing 3Y2" Bearing 3Y:" Bearing No WSi'i F WSj2i 5%" Bearing No WSI'i WSi2i NoWSi'i WSM No WSI'i WS(2) 9'/ 2 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 2525 1 2750 4500s 112/e 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.7 3585 380 8 1825 950 1525 1450 1725 2350 3050 2525 3200 16 3.0 4090 515 9 1975 950 1625 1475 1975 2400 13200 2525 3350 9'/ 2 2.3 2725 175 5 1475 950 1125 1125 1275 2100 ( 2350 1 2525 2750 5000s 11ye 2.6 3485 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.9 4130 430 8 1825 950 1525 1475 1725 2350 13050 2525 3200 16 3.1 4715 580 9 1975 950 1625 1500 1975 2400 3200 2525 3350 9'/ 2 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11% 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 13150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 1 3350 9'/ 2 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 1 2650 2700 1 2750 6500s 117/a 3.0 4495 365 7 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.3 5330 535 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.5 6085 720 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 3. 2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 60s113/9 2. 0 14 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 0 16 3.8 8520 895 9 2175 1 1175 1625 1550 1975 2750 3650 1 3200 3750 11'/ e 4.3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 4350 2. 090S 2.0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 1 4450 16 4.9 13050 1330 1 9 2550 1475 2150 1900 2350 3425 4000 4200 1 4650 NOTES: 1) No web stiffeners required. 2) Web stiffeners required. Moment, shear and reaction values based upon a load duration of 100% and may be adjusted for other load durations. Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) 0 = 5wl' + W12 384 EI K 0 = deflection [in] w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb-in2] K = shear deformation coefficient [lb] BC -I® Closest-Al-lowable-Nail-Spacin-g------- t- .7.' i....... ...-. -:-: _ - .i.-... _n-':'- w-,T.If7:-f Nailing Perpendicular to Glue Lines (Wide Face) Nailing Parallel to Glue Lines Narrow Face) Nail Size All BCI° Joists Nailing Perpendicular to Glue Line Wide Face Nailing Parallel to Glue Line Narrow Face O.C. Spacing inches End of Joist inches O.C. Spacing inches End of Joist inches 8d Box 0. 113"e x 2.5") 2 1'/2 4 1'/2 8d Common (0. 131"o x 2.5') 2 1'/2 4 3 10d & 12d Box ( 0.128'e x 3', 3.25') 2 1'/2 4 3 16d Box 0. 135"o x 3.5') 2 1'/2 4 3 10d & 12d Common & 16d Sinker (0. 148'o x 3', 3.25') 3 2 6 4 16d Common 0. 162"o x 3.5" 3 2 6 4 BCI® Dianhraam Table ( 1) Diaphragm Capacity(2) 13) [Ib/ft] BCI Series UnblockedBlocked4500s, 5000s As permitted for 2x framing 320 Ib/ft for 6" o.c. nailing @ panel edges 425 Ib/ft for 4" o.c. nailing, staggered, @ panel edges 1n building code6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges 480 Ib/ft for 4" o.c. nailing, staggered @ panel edges in building code60s, 90s As permitted for 3x framing As permitted for 3x framing in building code with nail in building code spacing no closer than 3" o.c. NOTES If more than one row of nails is used, the rows must be offset at least inch. Simpson Strong - Tie A35 connectors may be attached to the side of BCI° 60s & 90s joist flanges only. Use nails as specified by Simpson Strong -Tie; do not attach connectors on both sides of a flange at the same location. 1) See table 6 of ICC ESR 1336. 2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2306.3.1 of the IBC or Table 23-11-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Boise Cascade E` NP • Eastern Specifier Guide • 0810412015 Boise Cascade_Rimboa.rd Boise Cascade Rimboard Product Profiles WhirII1V/8" 14" 16" 11 1 ", 11/s" 15/16r 13 Bd RIM BC RIM VERSA -LAM® VERSA -LAM® BOARD® OSB BOARD®* 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. 0 Perpendicular See chart for vertical load capacity. A Min. 8d nails at 6" o.c. per IRC. Connection per design professional of record' s specification for shear transfer. S Parallel See chart for vertical load capacity. G Exterior Wall Sheathing Max. "/=" thickness SCI•/ AJS• Joists \ Perpendicular or parallel to rim 0 dia through bolts (ASTM A307 Grades A&B, SAE J429 Grades 1 or 2, or higher with washers and nuts) or %' dia lag screws (full penetration), staggered Mln n elinn Inr LA/1n nd A 4 lnarlinr Deck Jolst Length Connection 12'- 0' & less 2 rows Mi' bott or lag screw, 24" o.c. 300 pff max. 12'- 1" —18'-0' 2 rows %' bolt or lag screw, 16" o.c. (450 pit max.) Note: For snow bads greater than 40 psf, and/or dead bads greater than 10 list, size connection per max pit values shown above. Treated Ledger Use only fasteners that are uppowfd for use wrth con esponding wood treatment. BOISE CASCADE' Rlmboard Notes: ` 41 Design of moisture control by others (only structural components shown above). For information on deck lateral load connections to meet the 2009/2012 IRC, contact Boise Cascade EWP Engineering. Min. 8d nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescnpave record' s specification for shear transfer. Residential Wood Deck Construction Guide. B_ oise_C-ascade_Rimboa r-d_P_r_op_er_ties__ Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain Product If[ lb] Ib/ft Ib/in2 Ib/in2 Ib/in2 Ibrin2 1" BC RIM BOARD° (2) 3300 3500 180 Limited span capabilities, see note 2 1" BC RIM BOARD° OSB (2) 11/8" BC RIM BOARD' OSB (2) 4400 3500 180 Limited span capabilities, see note 2 15/te" VERSA-LAM° 1.4 1800 ('( 6000 4450 Permitted per building code for all nominal 1800 1,400,000 225 525 2" thick framing floor diaphragms 1 W VERSA -LAM° 2.0 3100 (') 5700 I 4300 Permitted per building code for all nominal 3100 2,000,000 285 750 2" thick framing floor diaphragms Closest Allowable Nail Spacing - Narrow Face [ in] Product V BC RIM BOARD° (2) V BC RIM BOARD° OSB (2) 1'/:' BC RIM BOARD° OSB ( 2) Vhs" VERSA - LAM 1.4 1800 0) 1W VERSA - LAM° 2.031000) 8d Box ( 0.113'o x 2.5') 3 3 3 3 8d Common ( 0.131'o x 2.5') 3 3 3 3 10d & 12d Box (0.128'o x 3', 3.25') See publication in note 2 for further nailing information. 3 3 16d Box ( 0.135'o x IT) 10d & 12d Common & 16d Sinker ( 0148'e x 3", 3.25'). 16d Common ( 0.162"o x 3.5") 3 3 4 4 6 6 Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS W345K for further product information. Boise Cascade EWP • Eastern Specifier Guide • 08104/2015 VERSA -LAM° Products An Introduction to VERSA -LAM° Products When you specify VERSA -LAM® laminated veneer headers/beams, you are building quality into your design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSA -LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. V_E.RSA-LAM® B_eam_Ar_ch.itect,ur_a.l_S.pecifi-cations v...._._;n,.,.-....,:.:rt.i.=-i.._...,..-,._,Kt.J.1.Cr...-.=... .l: u.—,:n-.+.:-,lv.,, a'...nrv.n.}ri,S.t-%ri--,_•-=•a...-_.._.....+vv..._.--._.vu...w_-..n....-__,-.i4. _i-r-+Y.f.f Scope: This work includes the complete furnishing and installation of all VERSA - LAM® beams as shown on the drawings, herein specified and necessary to com- plete the work. Materials: Southern Pine or Douglas fir veneers, laminated in a press with all grain parallel with the length of the member. Glues used in lamination are phenol formaldehyde and isocyanate exterior -type adhesives which comply with ASTM D2559. Design: VERSA -LAM® beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allow- able values developed in accordance with ASTM D5456 and listed in the governing code evaluation service's report and section properties based upon standard engineering principles. Verification of design of the VERSA -LAM® beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSA -LAM® beams shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: VERSA -LAM® beams, if stored prior to erection, shall be stored on stickers spaced a maximum of 15 ft. apart. Beams shall be stored on a dry, level surface and protected from the weather. They shall be handled with care so they are not damaged. VERSA -LAM® beams are to be installed in accordance with the plans and Boise Cascade EWP's Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to assure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSA -LAM® beams shall be evaluated by a model code evaluation service. Al-lo-wable-H-o.les-i.n VE.RSA=LAM° B-eams Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. 3. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: Beam Depth Max. Hole Diameter 5'/i. 7'/4" 1" 9%' and greater 2" a Depth O 10 s Depth I 1 1/3 Depth V_ 1/3 Span 1/3 Span End Bearing Intermediate Bearing 6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. Boise Cascade EVVP • Eastein Speafe, Guide • 08/04/20 i 5 VERSA - LAM® Beam-- Details Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrler and later basrtralnt at bearing. 45" air space required Strap per code If top plate is not continuous over header. Verify hanger capacity with hanger manufacturer between VERSA -LAM• concrete column and wood. Column connector per design Trimmers professional of record Slope seat cut Bevel cut r Beam to concrete/masonry walls Bearing framing into wall I/ I Wood top plate must be flush j I with inside of wall Strap per code If Sloped seat cut t Hanger _ top plate Is not Not to exceed t continuous Inside face t of bearing. F ' DO NOT bevel cut VERSA -LAM* beyond Inside face of wall without approval from Blocking not for Boise Cascade EWP Engineering Moisture barrier between concrete and woodshownclarity. or BC CALC* software analysis. VERSA -LAM' Installation Notes Minimum of %" air space between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. VERSA -LAM* beams are intended for interior applications only and should be kept as dry as possible during construction. Continuous lateral support of top of beam shall be provided (side or top bearing framing). M-ultiple-Memb-er-C-onn-ector-c Side -Loaded .. Maximum Uniform Side Load [plf] Nailed (t) Number 2 rows 16d 3 rows 16d of Sinkers @ Sinkers @ Members 12" o.c. 12" o.c. Through Bolt (') A" DI s*taggerecl Y." Dia. Throu h BoIN'r 2 rows @ 24" o c staggered 2 rows ® 12" o.c. 2 rows @ 6" o.c. staggered 2 rows @ 24" o c. staggered 2 rows @ 12" o.c. staggered 2 rows @ 6" o.c. staggered 1%" VERSA -LAM* (Depths of 18" and less) 2 1 470 1 705 1 505 1 1010 1 2020 1 560 1120 2245 3(2) 350 1 525 375 1 755 1 1515 420 840 1685 4nt use bolt schedule 335 1 670 1 1345 370 745 1495 3Yi • VERSA -LAM° - 20t use bolt schedule 855 1 1715 1 N/A 1125 2250 N/A 11%" VERSA -LAM• (Depths of 24") Number Of Members Nailed m A" Dia. Through Bolt(') Y." Dia. Through BoIN'r 3 rows 16d Sinkers @ 12" o.c. 4 rows 16d Sinkers @ 12" o.c 3 rows @ 24" o.c. 8" staggered 3 rows @ 18" o.c. 6" staggered 3 rows @ 12" o.c. 4" staggered 3 rows @ 24" o.c. 8" staggered 3 rows @ 18" o.c. 6" staggered 3 rows @ 12" o.c. 4" sta ered 2 705 940 755 1010 1515 840 1120 1685 3 m 525 705 565 755 1135 630 840 1260 4 (4) use bolt schedule 505 670 1010 560 745 1120 1 Design values app to common bolts that conform o ANSI/ASME standard B18.21-1"' (ASTM A307 Grades AdB, SAE J42 Grades 1 or 2, or higher) A washer not less than a standard cut washer shall be between the wood and the boll head and between the wood and the nut. The distance from the edge of the beam to the boll holes must be at least 2' for A' bolts and 2W for Y.' bolts. Bolt holes shall be the same diameter as the bolt. 2. The nail schedules shown apply to both sides of a 3-member beam. 3 16d box nails = 0.135" diameter x 3.5' length, 16d sinker nails = 0.148' diameter x 3.25' length 4. 7' wide beams must be lop -loaded or loaded from both sides lesser side shall be no less than 5% of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing Rr Maximum Uniform Load From One Side Depths 11% & less 2 rows 16d box/sinker nails @ 12" o.c. 400 plf 2) 1%" plies Depths 14" - 18" 3 rows 16d box/sinker nails @ 12" o.c. 600 pit Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 800 pit Depths 11%." 6 less 2 rows 16d box/sinker nails @ 12" o.c. 300 pit 3) 1%"" plies to Depths 14" - 18" 3 rows 16d box/sinker nails @ 12' o.c. 450 pff Depth = 24' 4 rows 16d box/sinker nails @ 12" o.c. 600 pit Depths 18" 3 less 2 rows X" bolts @ 24" o.c., staggered 335 pif Depth = 24" 3 rows Y.' bolts @ 24" o c., staggered eve 8" 505 pit Depths 18" 3 less 2 rows h" bolts @ 24" o c., staggered 855 pit P Depth 20" - 24* 3 rows bolts @ 24" o.c., staggered eve 8" 1285 pit 1 The nail schedules shown apply to and by 25%for non -snow bad roofs 7 Connection values are based upon both sides of a 3-member beam. where the building code allows. the 2012 NDS 2. 16d box nails = 0.135' diameter x 5. Use allowable load tables or BC S. FastenMaster TrussLok, Simpson 3.5' length, 16d sinker nails = 0148' diameter x 3.25' length 3. Beams wider than 7' must be CALC* software to size beams. 6. An equivalent specific gravity of 0 5 may be used, when designing Strong -Tie SDW or SDS, andpUSP INS screws may also be used to connect multiple member VERSA. designed by the engineer of record specific corm bons with VERSA -LAM! LAM' beams contact Boise Cascade EWf' Engineering for4, All values in these tables be increased by 15%for snowball roofs further Information. Boise Cascade EWP • Eastern Specihef Guide • 08104/2015 Designing Connections for Multiple VERSA -LAM® Members When using multiple ply VERSA -LAM' beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load -carrying capacity of the full member decreases significantly The following is an example of how to size and connect a multiple -ply VERSA -LAM* floor beam. Given- Beam shown below is supporting residential floor load 40 psf Irve load, 10 psf dead load) and is spanning 16'-0" Beam depth is limited to 14 m Find. A multiple 13/." ply VERSA-LAMT that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam is supporting: 14'12+18'/2=16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC* to size beam. A Triple VERSA -LAMS 2.0 3100 1'/." x 14" is found to adequately support the design loads 3. Calculate the maximum plf load from one side the right side in this case). Max. Side Load = (18' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 1%" VERSA -LAM°, 3 members 5. The proper connection schedule must have a capacity greater than the max. side load: Nailed, 3 rows 16d sinkers @ 12" o.c 525 plf is greater than 450 plf OK Bolts: '/2' diameter 2 rows @ 12" staggered: 755 plf is greater than 450 plf OK VERSA- LAM-8-Floor Load_ Tables_ VERSA -LAM° 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span ft] 1'/.'VERSA-LAM• 2.0 3100 Double 3h VE SA -LAM 2 0 3100i%" VERSA-LAMO 2.0 3100 or Triple 51% "'VERSASLAM 22.0 3100A-LAMO2.0 100 or Quadruple?VERSA-LAM 2.0 300 0 3100 or 7'/." 9%" 11'/." 14" 71/;' 9'/i' 11K" 14" 16" 18" 1 24" 91/2" 11%" 14" 1 16" 18" 20" 24" 11%" 14" 1 16" 18" 20" 1 24" 763 1063 1424 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 78M 5697 7179 1 8773 10463 6 762 1525 16/ 15 1.8/4.4 2.4/6.1 3.3/8.2,4.1/10. 1.814.4 2.4/6.1 3.3/8.24.1/10.35/12.6 6/15 6/15 2.4/6.1 33/8.24.1/10.3,5/12.6 6/15 6/15 6/15 3.3/8.2,4.1/10.3,5/12.6 6/15 479 1 746 1 979 1 1207 957 1 1492 1 1957 2414 2886 3412 3913 2237 2936 3622 4328 5103 5876 5870 3914 4829 5771 6803 7834 7826 8 322 724 643 1447 2171 1. 5/3.7 2.3/5.7 3/7.5 3.7/9.3 1.5/3.7i2.3/5.7 3/7.5 3.7/9.3,4.4/11.1 5.2/13 6115 2.3/5.7 3/7.5 13.7/9.3,4.4/11.1 5.2/13 6/15 6/15 3/7.5 3.7/9.3,4.4111.1 52/13 6/15 6/15 243 551 745 909 487 1102 1489 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 4296 5003 1 5763 6251 10 165 370 724 329 741 1447 1111 2171 2894 1. 5/3 2.1/5.3 2.9/7.1 3.5/8.7 1.5/3 2.1/5.3 2.9/7.1 3.5/8.74.1/10.3 4.8/12 6/15 2.1/5.3 2.917.1 3.5/8.74.1/10.14.8/12 5.5/13.6. 6/15 2.9/7.1 3.5/8.7,4.1/10.3 4.8/12 5.5/13.8 6/15 182 413 665 808 364 825 1 1330 1617 1904 2209 2839 1238 1995 2425 2856 3313 3800 4259 2659 3233 3807 4417 5067 5679 11 124 278 544 247 557 1087 835 1631 2175 1. 5/3 1.7/4.41 2.817 3.4/8.5 1.5/3 1.7/4.4 2.8/7 3.4/8.5 4/10.1 4.7/11.71 6115 1.7/4.41 2.817 3.4/8.5 4/10.1 4.7/11.7,5.4/13.4 6/15 2.8/7 3.4/8.5 4/10.1 4.7/11.75.4/13.4 6/15 139 317 585 728 279 634 1170 1456 1709 1977 2601 950 1755 1 2184 1 2564 2965 1 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 686 191 429 837 1372 643 1256 2058 1675 2745 1. 5/3 1.5/3.7 2.7/6.8 3.4/8.4 1.5/3 1.5/3.7 2.7/6.8 3.4/8.4 3.9/9.94.6/11.4 6/15 1.5/3.7 2.7/6.8 3.4/8.4 3.9/9.94.6/11.4, 5.2/13 6/15 2.7/6.8 3.4/8.4 3.9/9.94.6/11.4 5.2/13 6/15 109 248 488 662 217 496 976 1324 1550 1789 2399 744 1464 1986 2326 1 2683 3059 3598 1952 1 2647 3101 3577 1 4078 4797 13 75 169 329 540 150 337 659 1079 506 988 1619 1317 2159 1. 5/3 1.5/3.1 2.4/6.1 3.3/8.3 1.5/3 1.5/3.1 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.21 6115 1.5/3.1 2.4/6.1 3.3/83 3.9/9.714.5/11.25.1/12.7 6115 2.4/6.1 3.3/8.3 3.9/9.74.5/11.25.1/12.7i 6/15 86 198 390 585 173 395 779 1418 1633 2226 593 1169 1756 2128 2449 2786 3338 1558 2342 2837 3265 3715 4451 14 60 135 264 432 120 270 5271290 405 791 1296 1935 1055 1728 2580 1. 5/3 1.5/3 2.1/5.3 3.2/7.9 1.513 1.5/3 2.1/5.33.8/9.6 M4.4/11 6/15 1.5/3 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 5/12.5 6/15 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 5112.5 6/15 70 160 316 509 139 320 631 1307 1502 2076 479 947 1527 1960 2253 2558 3113 1262 2036 2614 3003 3410 4151 15 49 110 214 351 98 220 429 703 1049 1493 329 643 1054 1573 2240 858 1405 2098 2987 1. 513 1.5/3 1.8/4.6 2.9/7.4 1.5/3 1 1.5/3 1.8/4.6 2.9/7.4 3.8/9.5,4.3/10.9 6/15 1.513 1.8/4.6i2.9/7.4 3.8/9.5,4.3/10.94.9/12.3 6/15 1.8/4.6 2.9/7.4 3.8/9.5,4.3/10.94.9/12.3 6/15 131 259 427 113 262 518 854 1151 1390 1944 393 777 1281 1727 2085 2364 2917 1036 1708 2303 2780 3151 3889 160 57 90 177 289 80 181 353 579 864 1230 271 530 868 1296 1846 707 1158 1728 2461 3 1.5/3 1.6/4 2.6/6.6 1.513 1.5/3 1.6/4 2.6/6.6 3.6/8.9,4.3/10.7, 6/15 1.513 1 1.6/4 2.6/6.6 3.6/8.9 4.3/10.74.9/12.2 6/15 1.614 2.6/6.6 3.6/8.9,4.3/10.7,4.9/12.2 6/15 108 215 355 93 217 430 1 710 1018 1274 1826 325 645 1065 1527 1911 1 2196 1 2739 860 1420 2036 2547 2929 3652 17 75 147 241 67 151 295 483 720 1026 226 442 724 1081 1539 2111 589 965 1441 2052 2814 1. 5/3 1.5/3.6 2.3/5.9 1.5/3 1.5/3 1.5/3.6 2.3/5.9 3.3/8.4,4.2/10.5 6/15 1.5/3 1.5/3.6 2.3/5.9 3.3/8.4 4.2/10.5 4.8112 6/15 1.5/3.6 2.3/5.9 3.3/8.4,4.2/1U, 4.8/12 1 6/15 90 180 298 77 181 360 596 894 1134 1701 271 540 894 1341 1701 2051 2552 720 1191 1788 2268 2735 3402 18 64 124 203 56 127 248 407 1 607 864 191 372 610 910 1 1296 1778 496 813 1214 1728 2371 1. 5/3 11.5/3.2 2.1/5.2 1.5/3 1.5/3 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 5.9/14. 1.513 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 4.8/11.95.9/14. 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 4.8/11.95.9/14. 76 152 252 65 152 304 504 1 758 1 1016 1592 229 1 457 757 1137 1524 1863 2388 6D9 1009 1516 2032 2484 3184 19 54 105 173 48 1 108 211 1346 516 735 162 316 519 774 1102 1512 422 691 1032 1470 2016 1. 5/3 1.5/3 1.9/4.7 1.5/3 1 1.5/3 1 1.5/3 1.9/4.7 2.8/7 3.7/9.45.8/14. 1.5/3 1 1.5/3 1.9/4.7 2.8/7 3.7/9.44.6/11.45.8/14. 1.5/3 1.9/4.7 2.8/7 3.7/9.4,4.6/11.45.8/14. 65 130 215 54 129 259 430 647 915 1496 194 646 971 1373 1678 2243 519 861 1295 1830 2237 2991 20 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987 1. 5/3 1.513 1.7/4.2 1.5/3 1.513 1.5/3 1.7/4.2 2.5/6.3 3.6/8.95.8/14. 1.513f:389 1. 513 1.7/4.2 2.5/6.3 3.6/8.9,4.3/10.65.8/14. 1.5/3 1.714.2 2.5/6.3 3.6/8.9,4.3/10.85.8/14. 96 160 95 192 320 482 692 1304 142 288 480 724 1038 1382 1956 384 640 1 965 1393 1842 2608 22 68 111 70 136 223 332 473 1122 104 204 3M 499 710 974 1683 272 445 665 947 1 1299 2244 1. 5/3 1.5/3.5 1.5/3 1.5/3 1.5/3.5 2.1/5.2 3/7.4 5.6/13. 1.5/3 1.5/3 1.5/3.5 2.1/5.2 3/7.4 3.9/9.95.6/13. 1.513 1.5/3.5 2.1/5.2 3/7.4 3.9/9.95.6/13. 72 122 71 145 243 368 529 1092 106 217 365 552 793_4 1095 1638 290 486 736 1057 1460 2184 24 52 86 54 105 172 2% 365 864 80 157 257 384 547 1 750 1296 209 343 1 512 729 1000 1728 1. 5/3 1.5/3 1.513 1.5/3 1.5/3 1.8/4.4 25/6.3,5.1/12. 1.5/3 1.5/3 1.5/3 1.814.4 2.5/6.3 3.4/8.65.1/12. 1.5/3 1.5/3 1.814.4 2.5/6.3 3.418.6,5.1/12. 56 94 54 111 188 286 1 412 927 80 167 282 429 618 855 1390 223 376 572 824 1139 1953 26 41 67 42 82 135 201 287 680 63 124 202 302 430 590 1020 165 270 403 574 787 1359 1. 5/3 1.5/3 1.5/3 1 1.5/3 1.5/3 1.5/3.7 2.1/5.3 4.7/11. 1.5/3 1.5/3 1.5/3 1.5/3.7 2.1/5.3,2.9/7.3.4.7111.F 1.5/3 1 1.5/3 11.513.7 2.1/5.3 2 9/7.3 4.7/11. 74 87 148 226 326 792 61 130 222 338 489 678 1188 174 296 451 652 904 1584 28 54 66 108 161 230 544 51 99 162 242 344 472 816 132 216 322 459 630 1088 1. 5/3 1.5/3 1.5/3 1.5/3.2 1.814.6.4.41,0. 1.5/3 1.5/3 1 1.5/3 1.5/3.2 1.8/4.6 2.5/6.34.4/10. 1.5/3 1.5/3 1.5/3.2 1.8/4.6 2.5/6.34.4/10. 59 _ 68 118 180 262 639 102 176 271 393 546 959 137 235 361 523 728 1279 30 44 54 88 131 187 442 80 132 1 197 1 280 394 664 107 176 262 1 373 512 885 1. 513 1.5/3 1.5/3 1.5/3 1 1.6/4 13.819.51 1 1.5/3 1 1.5/3 1 1.5/3 1 1.6/4 2.2/5.5 3.8/9.5 1.5/3 1 1.5/3 1 1.513 1.6/4 2.2/5.5 3.8/9.5 Total Load values are limited by shear, moment or deflection equal to L240. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/360. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC• software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width o1 the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applicabons. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL• software. Boise Cascade E:NP • cas:em Speaf-er Garde • 08104/2015 VERSA -LAM° Roof Load -Tables VERSA -LAM° 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [pin Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span ft] 1%" VERSA -LAM* 2.0 3100 Double Ply1%* VERSA- LAM 2032. 03100 or Triple 5% 1 VERSARSA- LA . 0 2. 00100 or Quadrupl ? y 1%" VLAM 2. 0 AM$ .03100 or 7%" 1 9%" 11Y:' 1 14" 7'/." 191/,' 11%1. 14" I 16" 1 18" 1 24" 191/1' 11%" 14" 1 16" 18" 20" 1 24" 11%" I 14" 16" 18" 1 20" 1 24" 878 1223 1639 2065 1755 2446 3278 4130 5047 5232 5226 3669 4917 6195 7570 7848 7845 7838 6556 8260 10094 10463 10459 10451 6 215 1 2.8/7 3.8/9.4,4.7/11. 2/5 2.8/7 3.8/9.44.7/11.85.8/14.5, 6115 6/15 2.8/7 3.8/9.4,4.7/11.85.8/14.5 6/15 6/15 6115 3.8/9.4,4.7/11.85.8/14.5 6/15 6/15 6/15 598 858 1126 1389 1197 1717 2252 1 2779 3321 3915 3913 2575 1 3379 4168 1 4981 1 5872 5876 1 5870 4505 1 5556 1 6642 1 7829 1 7834 1 7826 8 482 I 965 j 1.8/ 4.6126 8.6,4.3/10. 1.8/4.6 2.616.6i3.5/8.64.3/1065.1/12.7, 6/15 6/15 2.6/6.613.5/8.64.3/10.65.1/12.71 6/15 6/15 1 6/15 3.5/8.6p.3/10.65.1/12.71 6/15 16/15 6/15 326 637 857 1046 651 1274 1714 2092 2472 1 2880 3126 1912 2571 3138 3709 4320 4695 4688 3429 4184 4945 5759 6259 6251 10 247 556 494 1111 1667 1.5/ 3.1 2.4/6.113.3/8.2 4/10 1.5/3.1 2.4/6.1 3.3/8.2 4/10 4.7/11.95.5/13.8 6/15 2.4/6.1 3.3/8.2 4/10 ,4.7/11.95.5/13.8 6/15 6/15 10 4.7/11.95.5/13.8 6/15 6/15 244 526 765 931 487 1052 1531 1861 2192 2543 2839 2.2/ 5.6i 77 1 2296 1 2792 Mail 3814 ! 4265 425923 4383 5085 5687 5679 11 186 418 371 835 53 I r#3.218.1 1.5/3 2.2/5.613.2/8.1 3.9/9.8 1.5/3 22/5.6 3.2/8.1 3.9/984.6/11.65.4/13.4 6/15 3.2/8.1 3.9/9.84.6/11.65.4/13.4 6/15 6/15 9.8i4.6/11.65.4/13.4 6/15 6/15187 424 674838374848134716761%8 2276 2601 1272 2021 2514 2952 3414 3903 390153 3936 4552 5203 5201 12 143 322 628 286 643 1256 965 1 1864 1 - 2512 1.5/ 3 214.9 1 3.1/7.8 3.9/9.7 1.5/3 2/4.9 13.117.813 9/9.7 4.5/11.35.2/13.1 6115 2/4.9 3.1/7.8 3.9/9.7 4.5/11.35.2/13.1 6/15 6/15 3.1/7.8 3.9/9.7 4.5/11.3.5.2/13.1. 6/15 1 6/15 146 332 573 762 292 665 1146 1524 1785 2060 1 2399 997 1719 2287 1 2678 3089 3522 3598 2292 1 3049 1 3571 1 4119 1 4696 4797 13 112 253 494 225 506 988 759 1482 1976 1.5/ 3 11 7/4.212.9/7.2 3.8/9.5 1.5/3 11.7/4.2 2.9/7.213.8/9.5 4.5111.25.1/12.9 6/15 1.7/4.2,2.9/7.2 3.8/9.5 4.5/11.25.1/12.95.9/14.7f 6/15 2.9/7.213.8/9.5 4.5/11.25.1/12.95.9114.71 6/15 116 265 493 674 233 530 987 1349 1634 1880 1 2226 796 1480 2023 2450 2821 3208 3338 1973 2697 3267 3761 4278 4451 14 90 203 396 648 180 405 791 1296 608 1187 1944 1582 12.7/6.713.6/9.114.4/li 2593 1. 5/ 3 1.5/3.6 2.7/6.7 3.6/9.1 1.5/3 1.5/3.6 2.7/6.7 3.6/9.1 4.4/11 5.1/12.71 6/15 1.5/3.6 2.7/6.713.6/9.1 4.4/11 5.1/12.75.8/14.4 6115 5A/12.75.8114.4, 6/15 94 ' 215 i 423 586 188 429 846 1173 1 1505 1730 2076 644 1268 1759 2258 2595 2946 3113 1691 2346 3011 1 3459 1 3928 4151 15 73 J 165 1 322 527 146 329 J 643 1054 1 - - 494 965 1581 1286 1 2108 1.5/ 3 i 1.5/3.1 2.5/6.1 3.4/8.5 1.5/3 1.5/3.1 2.5/6.1 3.4/8.54.3/10.9 5/12.5( 6/15 1.5/3.112.5/6.1 3.4/8.54.3/10.9 5/12.5 5.7/14.2. 6/15 2.5/6.1 3.4/8.54.3/10.9 5/12.5 5.7/14.2 6/15 77 176 3417 515 153 352 695 1029 1327 1601 1944 528 1042 1544 1990 2402 2723 2917 1389 2058 2653 3202 1 3630 3889 16 60 136 265 434 121 271 530 868 1296 407 795 1303 1944 1060 1737 2593 - - 1.5/ 3 1.5/3 2.2/5.4 3.2/7.9 1.5/3 1.5/3 2.2/5.4 3.2/7.9,4.1/1024.9/12.3 6/15 1.5/3 2.2/5.4 3.2/7.94.1/10.24.9/12.356/14 6/15 2.2/5.4 3.2/7.94.1/10.24.9/12.35.61141 6/15 63 146 289 455 127 292 1 577 910 1173 1 1468 1 1829 438 866 1365 1760 1 2201 1 2531 1 2743 1154 1 1820 J 2346 J 2935 1 3374 3657 17 50 113 221 362 101 226 1 442 724 1081 339 I 663 1086 1621 1 - 884 i 1448 1 2161 1.5/ 3 1.5/3 11.914.8 3/7.5 1.5/3 1 1.5/3 1.9/4.8 3/7.5 3.9/9.61 4.8/12 1 6/15 1.5/3 1.9/4.8, 3/7.5 3.9/9.6 4.8/12 i5.5/13.8 6/15 1.9/4.81 317.5 3.9/9.6 4.8/12 i5.5/13.8 6/15 53 122 242 399 106 1 244 484 799 1045 1307 1726 367 726 1198 1567 1 1961 2364 2588 968 1598 2089 1 2614 3151 3451 18 42 95 186 305 85 1 191 372 610 910 1296 286 558 915 1366 1 19" 744 1220 1821 1 2593 1.513 1 1.513 11.714.31 2.8/7 1.5/3 1 1.5/3 1.7/4.3 2.8/7 13.619.1,4.5/11.4 6/15 1.5/3 1.7/4.3 2.8/7 3.6/9.14.5/11.45.5/13.71 6/15 1.7/4.3 2.8/7 3.6/9.14.5/11.45.5/13.71 6/15 103 205 339 89 206 410 677 936 1171 1634 310 1 6115 1016 1404 1757 1 2147 2450 820 1354 1872 2342 2862 3267 19 81 15B 259 72 162 316 519 774 1102 243 475 778 1161 1653 633 1037 1548 2204 1.5/ 3 11.5/3.B 2.5/6.3 1.5/3 1.5/3 J 1.5/3.8 2.5/6.3 3.4/8.64.3/10.8 6/15 1.5/3 1.5/3.8 2.5/6.3 3.4/8.64.3/10.85.3/13.1 6/15 1.5/3.812.5/6.313.4/8.64.3/10.853/13.1 6/15 88 17# 23/5. 6 75 176 350 579 843 1055 1551 263 525 868 1265 1583 1934 2326 699 1157 1686 2110 2579 3101 20 69 U 62 139 271 445 664 945 - 208 407 667 996 1418 - 543 889 1327 1890 1.5/ 3 1.5/ 1.5/3 1 1.5/3 1.5/3.4 2.3/5.6 3.3/8.24.1/10.2 6/15 1.5/3 1.5/3.4 2.3/5.6 3.3/8.24.1/10.25112.5 6/15 1.5/34 2.3/5.6 3.3/8.24.1/10.25/12.51 6/15 65 130 1 216 54 1 130 260 1 431 649 869 1 1407 194 390 1 647 1 973 1303 1 1593 2111 520 862 1297 1738 1 2124 1 2815 22 52 102 J 167 46 1 104 204 1 334 499 710 157 306 1 501 1 748 1065 1461 - 408 668 997 1420 1 1948 1.5/ 3 1 1.5/3 11.914.71 1.5/3 1 1.513 J 1.513 1.9/4 7 2.8/7 3.7/9.3 6/15 1.5/3 1 1.513 1.9/4.7 2.8/7 3.7/9.3 4.5/11.3, 6/15 1.5/3 1.9/4.7 2.8/7 3.7/9.3 4.5/11.3 6/15 1 1 99 164 98 197 329 496 711 1259 146 1 296 1 493 744 1066 1 1334 1889 395 658 1 992 1422 1779 2518 24 1 79 1 129 80 157 257 384 547 121 236 386 1 576 1 820 1 1125 - 314 515 1 768 1094 1500 1.513 1.6/3.9 1 1.5/3 1 1.5/3 1.6/3.9 2.3/5.9 3.3/8.35.9/14. 1.5/3 1 1.5/3 1.6/3.9 2.3/5.9 3.3/8.34.2/10.45.9/14. 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3,4.2/10.45.9/14. I 76 128 75 153 256 387 555 1069 112 ' 229 383 580 1 833 1132 1604 305 511 '1 773 1110 1510 2139 26 j 62 11. 5/3.3 1of 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 1.5/ 3 1 513 1 1.5/3 11.5/3.3 2/5 12.8/7.1 5.4/13. 1.5/3 1.5/3 11.5/3.31 2/5 28/7.1 3 8/9.6 5.4/13. 1.5/3 1.5/3.3, 2/5 2.8/7.1 3.8/9.6 5.4/13. 60 101 58 1200 202 306 441 919 87 180 303 459 661 914 1378 240 404 612 882 1219 1837 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1.5/ 3 1.5/3 1.5/3 1.5/3 1 1.5/3 1.7/4.3 2.4/6.1 5/12.6 1.5/3 1 1.5/3 1 1.5/3 1.7/4.3 2.4/6.1 3.4/8.4 5/12.6 1.5/3 1 1.5/3 1.7/4.3 2.4/6.1 3.4/8.4 5/12.6 j 81 95 1 161 1 246 355 1 797 68 143 I 242 ' 369 1 533 j 7 1196 190 323 492 710 984 1594 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 1 560 768 1327 1.5/ 3 1 1.513 1 1.513 1.5/3.7 2.1/5.3,4.7/11. 1.5/3 1 1.5/3 1 1.5/3 1.5/3.7 2.1/5.3i2.9/7.34.7/11. 1.513 1 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3,4.7/11. Total Load values are limited by shear, moment or deflection equal to U180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240 Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC• software if the length of any span is less Than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the lop edge and applicable compression edges of the beam. Boise Cascade EVIR • Eastern Specifier GJlde • C8;04120' S Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width o1 the beam. For 2- p , 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load va ues. Minimum Required Bearing Lengths remain the same for any number of plies. 1'% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. VERSA -LAM° Roof _Load Tables_ VERSA -LAM° 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span ft] 1%" VERSA-LAM•2.0 3100 Double Ply 1%" VERSA-LAM•2.0 3100 or 3W VERSA -LAM 2.0 3100 Triple Ply 1'/." VERSA -LAM• 2.0 3100 or 5'/." VERSA -LAM 2.0 3100 Quadruple Ply 1'/." VERSA -LAM• 2.0 3100 or 7" VERSA -LAM 2.0 3100 7'/." 9%" 11" 14" 7'/." 9%" 11M." 14" 16" 18" 24" Y. 9" 11%" 14" 16" 18" 20" 24" 11%" 1 14" 1 16" 18" 1 20" 24"' 954 1330 1782 2245 1908 2660 3564 1 4491 5234 523d6/ 3990 5346 6736 7851 7848 7645 7838 7128 8981 10467 10463 10459 10451 6 2.2/5.5 3.1/7.64.1/10.25.1/12. 2.2/5.5 3.1'/7.6.4.111015.1/129, 6/15 6/13.1/7.6,4.1/10.25.1/12.9, 6115 6/15 6/15 6/15 1/10.25.1/12.9, 6/15 6/15 6/15 6/15 640 933 1225 1511 1279 1867 2449 3022 3611 3912800 3674 4532 5417 5879 5876 5870 4899 6043 7222 7838 7834 7826 8 482 965 2/4.9 2.9/7.1 3.8/9.4,4.6/11. 2/4.9 2.9/7.1 3.8/9.4i4.6/11.65.5/13.8 6/12.917.113.81944.6111.65.5/13.8 6/15 6/15 6/15 3.8/9.4i4.6/11.65.5/13.8 6/15 6/15 6/15 326a27/6.6 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3411 4033 4698 4695 4688 3729 4550 5378 6263 6259 6251 10 247 494 1111 1667 1.5/3.1 3.6/8.94.4/10. 1.5/3.1 2.7/6.6 3.6/8.94.4/10.95.2/12.9 6115 6/15 2.7/6.6 3.6/8.94.4/10.95.2/12.9 6/15 6/15 6/15 3.6/8.9,4.4/10.95.2/12.9 6/15 6/15 6/ 55 244 1 552 833 1012 487 1104 1665 2024 2384 2765 2839 1656 2498 3037 3576 4148 4265 4259 3330 4049 4767 1 5531 5687 5679 11 186 4 88 815 371 835 1631 1253 2446 3262 1.5/3 2.3/5.8 3.5/8.8,4.3/10. 1.5/3 2.3/5.8 3.5/8.8 4.3/10.7 5/12.6 5.8114.E 6/15 2.3/5.8 3.5/8.8,4.3/10.7, 5/12.6 5.8/14.6 6/15 6115 3.5/8.8 4.3/10.7, 5/12.6 5.8/14.6 6/15 1 6/15 187 424 733 912 374 648 1465 1823 2141 2475 2601 1272 2198 2735 3211 3713 1 3907 3901 2931 3647 4281 4951 5209 5201 12 143 322 628 286 643 125E 1 - iE-1 1884 2512 1.5/3 1 2/49 3.4/8.44.2/10. 1.5/3 2149 3.4/8.442/10.54.9/12.35.7114.3 6/15 2/4.9 3.4/8.44.2/10.54.9/12.35.7/14.3 6/15 6/15 3.4/8.44.2/10.54.9/12.35.7/14.3 6/15 6/15 146 332 623 829 292 665 1247 1658 1942 2240 2399 997 1 1870 2487 2913 3360 3604 3598 2494 3316 3884 j 4480 4606 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 1976 3238 1.5/3 111.714l Ia.1/7.8 p. 11 10.4 1.5/3 1 1.7/4.2 J.1/7.8..1/10.44.8/12.1 5.6114 6/15 1.7/4.2 3.1/7.8 4.1110.".8/12.1; 5.6/14 6/15 6/15 3.117.8 4.1110.".8/12.1, 5.6/14 6/15 6/15 116 265 521 734 233 1 530 1043 1467 1777 2046 2226 796 1 1564 2201 2666 3 668 3345 3338 2085 12934 3554 4091 4459 4451 14 90 203 396 648 180 1 405 791 129E 1 - 608 1187 1944 1582 1 2593 1 - 1.5/3 1.5/3.6 2.8/7 4/9.9 1.5/3 11.513.61 2.8/7 1 419.9 4.8/12 5.5/13.8 6/15 1.5/3.6 2.8/7 4/9.9 4.8/12 5.5/13.8 6/15 6115 2.8/7 1 4/9.9 4.8/12 5.5/13.8 6/15 1 6/15 94 215 423 638 188 429 846 127E 1638 1882 207E 644 1268 1914 245E 2823 3120 3113 1691 2552 3275 37fi3 4159 4151 15 73 165 322 527 146 329 643 1054 1573 49411.5/3.112.5/6.1 965 1581 2360 1286 2108 3146 1.513 1.5/3.1 2.5/6.1 3.7/9.2 1.5/3 1.513.1 2.5/6.1 3.7/9.2,4.7/11.85.4/13.6 6/15 3.7/9.2 4.7/11.85.4/13.6 6/15 6/15 2.5/6.1 3.719.2 4.7/11.85.4/13.6 6/15 6/15 77 176 347 560 153 352 695 1120 1443 1742 1944 528 1042 1680 2165 2613 2923 2917 1389 2240 2887 3484 3897 3889 16 60 136 265 434 121 1 271 530 SU 1296 407 795 1303 1944 1060 1 1737 1 2593 1.513 1 1.5/3 2.2/5.4 3.5/8.6 1.5/3 1 1.5/3 2.2/5.4 3.5/8.64.4/11.15.4/13.4 6/15 1.5/3 2.2/5.4 3.5/8.64.4/11.1i5.4/13.4 6/15 6/15 2.2/5.4 3.5/8.64.4/11.ti5.4/13.4 6/15 6115 63 146 289 476 127 292 577 951 1277 1 1597 1829 438 866 1 1427 1915 1 2395 1 2749 2743 1154 1902 1 2553 J 3193 3665 1 3657 17 50 113 221 362 101 226 442 724 1081 1539 339 663 1086 1621 2308 884 1448 2161 3078 - 1.5/3 1.5/3 1.9/4.8 3.1/7.8 1.5/3 1.5/3 1.9/4.8 3.1/7.84.2/10.55.2/13.1 6/15 1.5/3 1.9/4.8 3.1/7.8,4.2/10.55.2/13.1 6/15 6/15 1.914.8 3.1/7.8,4.2/10.55.2/13.li 6/15 1 6/15 53 122 242 1 399 106 1 244 1 484 799 1137 1422 1726 367 726 1198 1705 2133 2572 2588 966 1598 2274 2845 3429 3451 18 42 95 18611.714.3 305 85 191 372 610 910 1296 286 558 915 1366 1944 744 1220 1821 2593 1.5/3 1.5/3 2.8/7 1.5/3 1 1.5/3 11.714.3 2.8/7 4/9.9 4.9/12.3 6/15 1.5/3 1.7/4.3 2.8/7 1 4/9.9 4.9/12.35.9/14.9i 6/15 1.7/4.3 2.8/7 4/9.9 4.9/12.35.9/14.9i 6/15 103 205 339 89 1 206 410 677 1 1016 1275 16U 310 615 101E 1 1524 1 1912 1 2336 2450 820 1354 2032 2549 3115 3267 19 81 158 259 72 162 316 519 774 1102 243 1 475 778 1161 1653 2268 633 1037 1548 2204 3024 1.5/3 11.513.8 2.5/6.3 1.5/3 1 1.5/3 1.5/3.8 2.5/6.3 3.7/9.34.7/11.71 6/15 1.5/3 1.5/3.8 2.516.3 3.719.3, 7/11.75.7/14.3 6/15 1.5/3.8 2.5/6.3 3.7/9.34.7/11.75.7/14.3 6/15 88 175 1 289 75 176 350 579 869 1149 1551 263 525 868 1303 1 1723 1 2105 2326 699 1 1157 1737 2297 1 2807 1 3101 20 69 136 1 222 62 139 271 445 664 945 208 407 667 996 1418 1944 543 889 1327 1890 2593 1.5/3 1.5/3.4 2.3/5.6 1.S13 1.5/3 1.5/3.4 2.3/5.6 3.4/8.44.4111.1 6/15 1.5/3 1.5/3.4 2.3/5.6 3.4/8.44.4/11.15.4/13. 6/15 1.5/3.4 2.3/5.6 3.4/8.44.4/11.15.4/13.6 6/15 65 130 216 54 130 260 431 649 928 1 1407 194 390 647 973 1393 1735 2111 520 862 1297 1857 2313 2815 22 52 102 167 46 104 204 334 499 710 157 306 501 1 748 1065 1461 - 408 66811.9/4.7 997 1420 1948 1 - 1.5/3 1.5/3 1.9/4.7 1.5/3 1.5/3 1.513 1.9/4.7 2.817 419.9 6115 1.5/3 1.5/3 1.9/4.7 2.8/7 1 4/9.9 4.9/12.3 6/15 1.5/3 2.817 4/9.9 4.9/12.3 6/15 99 164 98 197 329 1 496 711 1288 146 296 493 744 106E 1 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 157 257 1 364 547 121 1 236 386 576 820 1125 - 314 515 768 1094 1500 1.5/3 1.6/3.9 1.5/3 1 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3 6115 1.5/3 1 1.5/3 1.6/3.9 2.3/5.9 3.3/8.34.5/11.3, 6/15 1.5/3 1.6/3.9 2.3/59 3.3/8.34.5/11.3 6/15 76 128 75 1 153 256 1 387 1 555 1164 112 1 229 383 80 833 1150 1747 305 511 773 1110 1533 2329 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 1.5/3 1.5/3.3 1.5/3 1.5/3 1.5/3.3 2/5 2.8/7.1;5.9/14. 1.5/3 1.5/3 1.513./5 2.8/7.1 3.9/9.7,5.9/14. 1.5/3 1.5/3.3 2/5 2.8/7.1 3.9/9.7,5.9/14. 60 101 58 120 202 306 441 1001 87 180 303 459 661 914 1501 240 1 404 612 882 1219 2001 28 49 81 51 99 162 242 344 816 76 1 148 243 363 517 709 1224 198 1 324 484 689 945 1633 1.5/3 1.5/3 1.5/3 1 1.5/3 1.5/3 1.7/4.3 2.4/6.15.5/13. 1.5/3 1 1.5/3 1 1.513 1.7/4.3 2.4/6.1 3.4/8.45.5/13. 1.5/3 1 1.5/3 1.7/4.3 2.4/6.1 3.418.45.5/13. 81 95 161 246 355 861 68 1 143 242 369 533 738 1291 190 323 492 710 984 1721 30 66 J 80 132 197 280 664 1 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.5/3 J 1 1.5/3 1.513 1.5/3.7 2.1/5.35.1/12. 1.5/3 1.5/3 1 1.513 1.513.7 2.1/5.3 2.9/7.35.1/12. 1.5/3 1 1.5/3 1 1.5/3.7 2.1/5.3 2.9/7.35.1/12. Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values are the capacity of the beam in addition to its own weight Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC• software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer beanng lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. Boise Cascada EWP • Eastern Specifier Guide • 0810412015 r_ VERSA -_LAM° Allowable Na-iling_ and Desig-n_Va-lues _- Nailing Parallel to Glue Lines Narrow Face) Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA-LAMO/VERSA-RIM°. Use nails as specified by Simpson Strong -Tie. Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1W thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use W minimum offset between rows and stagger nails) VERSA -LAM° -Design Values - Grade Width in Depth in Weight Ib/ft Allowable Shear lb]ft-lb] Allowable Moment Moment of Inertia in' Grade Width in Depth in Weight Ib/ft Allowable Shear lb]ft Allowable Moment lb Moment of Inertia in' 0 u~) to N W 1'/2 3'/2 1.5 998 776 5.4 1 0 0 0 Q w W 5'/. 5% 8.0 5237 6830 63.3 5'/2 2.4 1568 1821 20.8 5'/2 8.4 5486 7457 72.8 7% 11.0 7232 12566 166.7 7%3.2r9'% 2066 3069 47.6 14.1 9227 19908 346.3 0 0 0 Q J 1 % 3'/2 1.8 1164 1058 6.3 9'/2 14.5 9476 20937 375.1 5'/2 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 9% 4.7 3076 1 6636 115.4 11%. 18.1 11845 31913 732.6 9'/2 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0 11 %. 6.0 3948 10638 244.2 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 18 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 7 9'% 16.6 12303 26544 461.7 3'/2 5'/2 5.6 3658 4971 48.5 9'/2 17.1 12635 27916 500.1 7% 7.4 4821 8377 111.1 9'% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9'/2 9.6 6318 13958 250.1 11% 1 21.4 15794 42550 976.8 11% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11'/. 12.1 7897 21275 488.4 16 28.8 21280 74728 2389.3 14.2 9310 29035 800.3 18 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 20 36.0 26600 113904 4666.7L141818.3 11970 46674 1701.0 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 Design Property Grade Modulus of Elasticity Bending Horizontal Shear Tension Parallel to Grain Compression Parallel to Grain Compression Perpendicular to Grain Equivalent Specific Gravity for Fastener Design E(x 106 psi)t'I Fb (psi)alt31 F, (psi)t 1t'I F, (psi)al(s) IF.,, (psi)(2) F.1(psi)t'1t61 SG) VERSA-LAMoBeams 2.03100 2.0 3100 285 2150 1 3000 750 0.5 VERSA -LAM* Studs 1.72650 1.7 2650 285 1650 3000 750 0.5 VERSA -LAM° Columns 1.82750 1.8 2750 285 1825 3000 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor, (4/1_)1° where L = 2. This value is based upon a load duration of 100% and maybe adjusted for other load durations. member length [ft]. Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)1° where d = member 6. Stress applied parallel to the gluelines. depth [in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. Boise Cascade E4VP • Eastern Specifier Guide • 08/04/2015 VERSA -LAM° 1.82759_Columns__ r-r Allowable Axial Load (lb) S u 3%"x3%" 3Y:"x4%11 Y: 3%"x5' 3Y:"x5Yz' 31/2"x7" o _ 100% 115% 125% 100% 1 115% 125% 100% 1 115% 1 125% 100% 1 115% 1 125% 100% 1 115% 1 125% 4 15,265 16,750 17,650 19,100 20,950 22,070 22,920 25,150 26,500 24,020 26,350 27,770 30,570 33,545 35,345 5 12,830 13,770 14,320 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 25,690 27,580 28,680 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 22,530 18,165 21,190 22,410 23,120 7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18,350 18,835 8 7,295 7.590 7,765 9,120 9,490 9.710 10,950 11,400 11,660 11,475 11,945 12,215 14,610 15,210 15,555 9 6,155 6,375 6.500 7,700 7,970 8.130 9,245 9,575 9,765 9,685 10,030 10,230 127330 12,770 13,025 10 5,250 5,415 5,510 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 F10,850 11,040 11 4,525 4,655 4,730 5.660 5,820 5,910 6,795 6.990 7,100 7,120 7,325 7,440 9,065 9,325 9,475 12 3,935 4,040 4,095 4.920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4,320 4,420 4,480 5.185 5,310 5,380 51435 5.565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 3,900 3,950 4,585 4,685 1 4,740 4,805 4,905 4,965 6,115 6,250 6,325 31/2" x 7'/: ' 5'/: ' x 5'/: ' 51/: ' x 5% ' 51/: ' x 7" 5'/: ' x 71/: ' 100% 115% 1250 100% 115% 125% 100% 1 115% 125% 1 100% 1 115% 1 125% 100% 115% 1 125% 4 31,670 34,750 36,625 5 26,615 28,560 29,705 6 21,950 23,215 23,950 34,355 37,695 39,715 36,010 39,495 41,610 7 18,140 19,005 19,505 30,700 33,170 34,625 32,165 34,750 36,280 8 15,135 15,755 16,110 27,095 28,910 29,975 28,390 30,295 31,405 36,160 38,590 40,000 37,450 39,960 41,420 9 12,770 13,225 13,490 23,815 25,180 25,980 24,950 26,385 27,220 31,770 33,600 34,670 32,910 34,800 35,910 10 10,895 11,240 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 28,960 30.420 j 31,260 11 9,390 9,660 9,810 18,500 19,340 1 19,820 19,385 20,260 20,770 24,690 25,810 26,450 25,570 26,720 27,400 12 8,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150 13 7.165 7,335 7,430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 6.335 6,470 6,550 13,120 13,570 13,830 13,750 1 14,220 14,490 17,510 18,110 18,460 18,140 18.760 19,110 15 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16,330 16,850 17,150 16 10,690 11,005 11,185 11,200 11,530 11,720 14,270 14,690 14,930 14,780 15,210 15,460 17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13.520 13,420 13,790 14,010 18 8,860 9,090 9,220 9,285 9,525 9,660 11,820 12,130 12,300 12,250 12,560 12,740 19 8,110 8,310 8,420 8,500 8,705 8,825 1 10,820 1 11,090 1 11,240 11,210 11,480 11,640 20 7,455 7,625 7,720 7,810 7,990 8,090 9,950 10,170 10,300 10,300 10,540 10,670 21 6,870 7,020 7,105 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820 22 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi -piece column design. 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). 6) Lateral loads (wind loading) are not considered in this table. Modulus of Elasticity: E = 1.8 x 106 psi Bending: Parallel to Gluelines (Beam): Fb = 2750'(12/d)19 psi Perp to Gluelines (Plank): Fb = 2500•(12/d)"' psi Compression Parallel to Grain: FP cn = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): poll = 750 psi Perp to Gluelines (Plank): F_ L = 450 psi Tension Parallel to Grain: Fr = 1650 psi VERSA=S_T_U-D° 1-7-2650 Allowable Design Values Product Bending Fb [psi] Compression Parallel to Grain F. [psi] Modulus of Elasticity E [psi] Horizontal Shear F [psi] VERSA -STUD® 1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir (North) # 1 / 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 675 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Dimension lumber values taken from from 2012 NDS Supplement: Design Values for Wood Construction (per 2012 IBC/IRC) Repetitive member and size factors have not been applied. For further design information, please see VERSA -STUD 1.7 2650 Eastern Tall Wall Guide. Boise Cascade EWr' • Eas:em Specifer Guide • 08(0412015 New BC FRAMER® represents a huge technological leap G to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry's best design software, offering far greater productivity than even our current version of BC FRAMER®. This new software package will help your design department work faster and accomplish more. You don't get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMERO model sharing. Save time & prevent mistakes with best -in -industry file integration. Experience the efficiencies of BC FRAMER® whole house modeling. Draw floor and wall plans simultaneously with BC FRAMER®: Check the plan every possible way with BC FRAMER® full 3-D viewer. Create a master plan and multiple options that can be quickly selected and exported to a plot -specific file in a few minutes — a fraction of the time it could have taken in the past. Information can also be obtained at 1-800-405-5969 or email us at EWPSupport@BC.com. L BC CALC® is simple to use, yet robust enough to analyze most all joist, beam, and column applications. Once an analysis is run, the user may print an easy -to -read design report that displays the span and load information with the analysis results. BC COLUMN® has now been merged into BC CALC®, allowing the sizing of joists, beams, rafters, columns, and studs all in one convenient program. In addition to BCI® & AJS® Joists, VERSA -LAM®, and BOISE GLULAM®, BC CALC® also offers the analysis of solid sawn lumber and timber members. Thus BC CALC® is the only program needed to analyze structural wood members. uaw te.leaa. wnnlay,..i,1a 2.7.r trlvstv t,a ratTV,.rR.stsbn,r. 1•J Wet wdcl i>r w:lDit wty+aCan •tr a: m cat•Ir Cnt7r,•e __-__ Ytlu _ _i.Aa _ CrYTpe Lti 1+.1r W•. Alt Mw7 w r air ri. r.l u R q.rlapa 1u.nv+ n11r m 1t. ,T.. Boise Cascade EWP • Eastern Specifier Guide Jr A remc:+ac.e. a 7aatirw C a 1;8 `C'z'1 va w'w RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 1280x1024 512MB; Dual monitor, 1280x1024 1GB Minimum 1024x768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. A Give Us nn a Try! Le — O Analysis for Engineered Wood Products d Boise Cascade has provided BC CALC® free of charge to the design community since 1994. COMPUTER REQUIREMENTS PC with any current version of MS Windows®, along with an internet connection. 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s00S9 POL-9 SZZL 9'6/99'ZSlI 50099 LXPOL-Z P91-4L EVE 6/L£'ZIRlnS s0009 .,/6 POL- 8 O96 9'6/LE'ZSn! s0009 ",/6 POV9 SZZL 9'6/L£'ZSl! s0009 ,,/,6 LxPOL-Z P91-9t L60L 6/90'zi/NnS s00OS POL-8 O96 S'6/90'ZSnI s000S POL-9 £66 9'6/90'ZSlI s0005 Y1xPOVZ P9L- Zt L80t 6/181-ImnS s00S4 POL-8 O96 9-6/IB'LSnI sOOSt• POt-9 E66 S'6/1,91911 s0094 or npeaH sql la6ue 41 aO )s!0r aH sql la6ue 41 ad )slor lapeaH ql la6ue 41 aO ie Apede H •108 )sio! i!e Alnede H •I g IsioE ilieN Alnede H •I g lsio! vans s I Sil I os_ L- 6uojjS uosdwiS = sJo108uu00 bulwe -A Framing__ Connectors__- IJSP- Structural_Connectors__ _( MOV THO TFL THE SKH Joist gCl• Hanger apacity Nadi Joist gCl• Hanger apacity Nai in Joist gCl• Hanger opacity ailing De th Ibs _ Joist D t Ib Header Joist O t I Headeri Joist 4500s TH017950 993 6 10d 2 10dx1%{ 4500s THF17925 910 8 10d 2 10dxlh" 4500s SKH1720LIR 1153 14 10d 10 10dx1%" 9,h" 5000s TFL2095 993 6 10d 2 10dxl'/ 9,h. 5000s THF20925 910 8 10d 21Odx1I/V 9. 5000s SKH2O2OLIR 1153 14 10d 1010dx1%; 6000s TFL2395 1225 6 10d 2 1Odx1%" 6000s THF23925 1275 12 10d 2 1Odx1%" 6000s SKH2320L/R 1384 14 10d 10 10dx1% 6500s TFL2595 1225 6 10d 2 10dx1'/:" 6500s THF26925 1275 12 10d 2 1Odx1%" 6500s SKH2520LIR 1384 14 1Od 10 1Odx11 4500s TH 017118 1068 6 10d 2 1Odx1%" 4500s THF17112 910 8 10d 2 1OdxIW 4500s SKH1720LIR 1434 16 10d 10 1Odx1%" 5000s TFL20118 1068 _ (6)10d 2 tOdx1%; 5000s THF20112 910 B 10d 2 10dx1%' 5000s SKH2O2OLIR 1434 16 10d 10 1Odx1%:" 60005 TFL23118 1237 6 10d 2 IOdx1'/," 11" 60005 THF23118 1300 14 10d 2 10dx1h' 11,/ 60O SKH2320L/R 1434 16 10d 1010dx1%:" 650Os TFL25118 1237 (6110d 2)10dx1h" 65005 THF26112 1300 (14110d (2110dx1%" 6500s SKH252OLIR 1434 116110d (10110dx1%' 1600051 TFLZ314 I 1262 1 (6) 10tl I (2)1Odx1 W I . 160005I THF23140 1 1350 08) 10d (2)1Odx1'/:" l . 16000s I SKH2324L/R 1 rr11c"Ter.PWrIEra raatwsmxrsr:r.rtcts ci THO Double 1E BPH THE Double HD LSSH Joist gCl• Hanger Capacity Nailin Joist BCI• Hanger Capacity Nailin Joist gCl• Hanger Capacity Nailing D th r i D th b i Depth Header Joist 4500s TH035950 2050 10 10d 2 10dxl%- 4500s THF35925 1370 12 10d 2 10dx1%; 4500s LSSH 79 1140 11010 10 SOOOs TH020950-2 2330 10 16d 6 10d 5000s THF20925-2 1390 12 10d 6 10d 9'/i0uuuS S 9h WOOS TH023950-2 2825 10 16d 6 10d 9/' 6000s THF23925.2 1625 14 10d 6 6000 S 23 1140 00010d 6500 5 10 0 0 1' " 6500s TH025950-1 2825 10 16d 6 10d 6500s THF25925.2 1390 12 10d 6 10d 500 LSSH17 _ 1140 (101 10OWYS- 4500s TH03511820501010d21Odx1%" 4500s THF35112 1825 16 10d 2 10dx1%' 5000S LS H2 1140 10 Od 7 Od ' 5000s TH020118- 2 2330 10 16d 6 10d 5000s THF20112.2 1855 16 10d 6 10d 11%" 6000 SS 2 40 10 0 7 Od 1' 11'/; 6000s TH023118. 2 2925 10 16d 6 10d 11,h. 60005 THF23118-2 1855 16 10d 6 10d 6 00 2 0 0 0 0 1' " 6500s TH025118. 2 2925 10 16d 6 10d 6500s THF25118.2 1855 16 10d 6 10d 60 S. 2 140 6 0 60s TH023118. 2 3212 10 16d 6 10d 60s THF23118.2 1855 16 10d 6 10d 90 SS 1920 6 1 0 905 BPH71118 3455 10 16d 6 10d 905 HD7120 2255 16 16d 6 10d 4500 L 0 0 0 10 61' 4500s TH035140 2315 12 10d 2 10dxl h" 4500s THF35140 2320 16 10d 2 10dxl'/2" 6000 L S 2 1 0 0 _ 0 10 1 5000s TH020140- 2 2330 10 16d 6 10d 5000s THF20140.2 2320 20 10d 6 10d 14' 6000 2 0 0 0 0 650 6 0 14" 6000s TH023140.2 3350 12 16d 6 10d 14. 6000s THF23140-2 2540 20 10d 6 10d 60 S 2 6 6500s TH025140- 2 3350 12 16d (6)10d 6500s THF25140.2 2500 20 10d 6 10d 0 9 6 60s TH023140- 2 3535 12 16d (6)10d 60s THF23140-2 2540 20 10d (6)10d 5 90s SPH7114 3455 10 16d 6 10d 90s HD7140 2820 20 16d 8 10d 5 0 " 4500s TH035160 2359 12 10d 2 10dx1%" 4500s THF17157-2 2425 22 10d 2 10dx1h' 16' 6 " 5000s TH020160. 2 2330 1( 0)l6d (6)10d SOOOs — — — — — 66 2 8 0 6 16" WOOS TH023160.2 3137 12 16d (6)10d 16" 6000s THF23160-2 3050 24 10d 6 W. 6500s TH025160- 2 3137 12 16d (6)10d 6500s HF25160-2 3000 24 10d (6)10d 90s T BPH7116 2 3535 ( 12) 16d (6)10d 60s 3455 10 16d 6 10d 905 T HD7160 1 3385 24 16d 8 10d ' STRUCTURAL S"P For more co tacrmation, CONNECTORS'USP Structural Connectors A at 1-800-328-5934 or General Notes www.uspconnectors.com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or MSH TMP support conditions: contact supplier or USP Structural Joist gCl• Hanger Capacity ailin Joist gCl• Hanger Capacity Fastener Connectors for further information. D th I H d i D th To Plate Rafter Capacity values shown are either hanger capacity values 4500s -- 4500s P175 12 6 10d 4 10dx1':' (see support requirements below) or BCI• Joist end 9%. 5000s — 9Y." 5000s TMP21 1125 6 10d 410dx1'." reaction capacities— whichever is less. WOOS — - 6000s TMP23 1375 6 10d 4 10dx1'," All capacity values are downward loads at 100% load 6500s --- 6500sTMP251375610d4Od1' . duration. SOOs --- 500 5 50 6 Od 0 " Use5000s — - 5000s TMP21129061Od410dx11WBC16lopedseathangersandbeveledwebstiffenerswhen6000sM H2322 1431 6 10d 4 O&II/{ , . 6000s TMP23 1425 6 10d 4 10dxl h" BCI Joist slope exceeds /. per foot. 6500s MSH322 1431 6 10d 4 10dx1%' 11/' 6500s TMP25 1425 6 10d 4 10dx1':' Leave'/,e" clearance ('/e" maximum) between the end of 60s S 2 22 43 6 10d 4 10d 1' " 60s TMP23 1425 6 10d 4 10d 1' ' the supported joist and the head of the hanger. 90s S 22 186 6 Od 6 1Od 90s TM 800 6 0 4 Od ' " For BCI• Joist applications, consult USP for capacity 4500s S 22 1550 6 10d 410d 1':" 4500s TMP175 1150 6 Od 4 10d reduction. 5000s -- 5000s TMP21 1290 6 10d 4 10dx1h" Support Requirements 6000s SH2322 1550 (6)10d 4 10dx1'; 6000s TMP23 1525 6 10d 4 10dx1' i Support material assumed to be Boise Cascade 14' 6500sM221550610d410d1W14" 6500s TMP25 1525 6 10d 4 10d 1" pp 60s MS 2 21 550 6 10d 4 10d 1' " 60 TMP23 1525 6 10d 0 structural composite lumber or sawn lumber 905 905 TMP4 1850 6 10d 4 10d ' (Douglas fir orsouthem pine species). 4500s MSH1722 1668 6 10d 4 tOdx1'," 4500s TMP175 1150 6 10d 4 10dx1%,' Minimum support width for single- and double -joist top 5000s — -- 5000s TMP21 12 00 6 10d 4 10dx1' mount hangers is 3": (1'/," for THO hangers). 16" WOOS SH2 22 1668 6 10d 4 10dx1':" WOOS TMP23 1550 6 10d 4 10d 1' " Minimum support width for face mount hangers with 10d 6500 SH 22 668 6 Od 10d ' ' 16 6500s TMP25 1550 6 0 4 10d 1' " and 16d nails is 1%* and 2", respectively. 605 S 2 22 1712 6 10d 4 10dxl' ' 60s TMP23 1550 6 0 4 10dx1' " 90 90s TMP4 1900 6 10d 4 10dx1%" Boise Cascade EWP - Eastern Speafe' G.ide - C810412015 i.,r r-fir . -n ,. 4 ' . i' . _. -/ry ,! .l • ti . _ . .' `` err •" .,, _ ..(, r t :ram `G .-4•L. r/., .,;' "•' c...` "''•":.- - _- ,. • r . J . v-`, h •. • -. ..`-' C-=----.y_--.._ -- '. - AE•s, _._w_^"'-'- =", ti ,". r• ,,-dry ..1• . T 4. .•'., y Boise Cascade has a proven track record of providing payqualitywoodproductsandanationwidebuildingmaterials`'-'; v ,a^ rr•'. distribution network for our customers, helping them to : + • s , • '; enhance their own businesses. sy' `t ` Boise Cascade Engineered Wood Products build better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ sustai nabi lity/certification-aud its/ or view our green brochure at www.bc.com/instll. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSCO Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEED® points under U.S. Green Building Council® residential and commercial green building programs including LEED for Homes and LEED for New Construction. Boise Cascade Lifetime Guaranteed k Quality and Performance Boise Cascade warrants its BCI° Joist, VERSA -LAM®, and ALUOisr products to comply with our specifications, to be ^ free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. Engineered Wood Products are available as PEFCO Chain - of -Custody certified, SFI® Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. If in doubt, ask! For the closest Boise Cascade EWP distributor/support center, call j f1-800-232-07881 t BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates Your Dealer is: For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com QDBoise Cascade Engineered Wood Products Great products are only the beginningP If no dealer is listed, call 1-800-232-0788 Copyright © Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 n Business &Professional1 1 r 8CIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats 1!t Facts Publications F13C Staff I BCLS Site Map I Unks Search Florida r :i ' Product Approval IUSER: Public User If Sa Product Aomovai Menu > Product or Aoolicatlon Search > Application Us t > Application Detail FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174 R12 EDuiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 40231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0228-318958-P8 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart sipned.odf FI-9174 R12 11 324620 P16Jamb Connection Supp sioned.pdf Verlfled By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 II 0229-318959-P9 S.Ddf FL9174 R12 II 307494 P31 Track Supplement Chart stoned pdf FL9174 R12 II 324620 P16 Jamb Connection Supo slaned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0230-318960-P10 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SuoD signed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 11 0231-318996-P6 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 5 15120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174. 6 5120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 If 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sloned.pdf FL9174 R12 II 319040 PI Post Istall Instructions sipned.odfImpactResistant: Yes FL9174 R12 Ii 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 WD2017-00IR2 Evaluation Renort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection Sung sioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Renort - FL 9174.13DF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 li 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Renort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sloned.Ddf FL9174 R12 iI 319040 PI Post Istall Instructions slaned.odfImpactResistant: Yes FL9174 R12 lI 324620 P16 Jamb Connection Suoo signed.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 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 lI 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sinned.odf FL9174 R12 11 319040 PI Post Istall Instructions signed.ndfImpactResistant: Yes FL9174 R12 1I 324620 P16 Jamb Connection SUDo sioned.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0600-319026-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sianed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Surm sianed.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 WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0601-319027-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. FL9174 R12 II 307494 P11 Track Supplement Chart signed odf FL9174 R12 11 324620 P16 Jamb Connection SUDD signed odf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes ' 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0602-319028-P6 S.pdf FL9174 R12 II 307494 P11 Track Suoolement Chart slgned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suoo signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0603-319029-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Traci; Supplement Chart signed.ndf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supp signed,Ddf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 40604 available In top or intermediate section. Limits of Use installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 319040 PI Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp slQnerl ndfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 If 0605-319031-P5 Saidf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Suoo signed.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 1 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 11 0606-319032-P7 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart slaned.pdf FL9174 R12 11 319040 PI Post Istall Instructions sianed.pdf FL9174 R12 It 324620 P16 Jamb Connection Suop signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0609-319035-P6 S.odf FL9174 R12 li 307494 P11 Track Suoolement Chart signed.0 FL9174 R12 II 319040 PI Post Istall Instructions signed.pdf RAIT4_R12_11 324620 P16 Jamb Connection Suoo slaned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 40608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suomlement Chart simned.mdf FL9174 R12 II 324620 P16 Jamb Connection Sumo 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 WD2017-00IR2 Evaluation Reoort - 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 11 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SURD signed.mdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach Nexi Contact Us:: 2601 Blair Stone Road, Tbllahassee K 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please crick here . Product Approval Accepts: hM 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 Introduction/ Scope it1111/111" OtA.Ttio''%', OQ.• vc+=NsF •..? 9 0 N No. 46718 STATE OF S/i /till NA1 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. H. Reference Material The following items were used to prepare the evaluation report; A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 Psf 25.90 I 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 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 319024-137 319025-P7 Impact Rating Yes No No Yes Yes Table I — Doors under Evaluation ;` OWN D' TL LICEIV •'; 7O NO.46718 ..MCP . 2,17i j' 0T ' STA7 OF LW, P4ORIDA .••' 2 /'' ZONAL EN\\ `\\ FL 9174A1 ' 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 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6" Impact No Yes No No Yes Rating Q- Table 1C — Doors under Evaluation = r o O '. 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 / 25.901 Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga T pe Drawing # 319031-P5 319032-P7 319035-136 319034-P5 319033-P6 Impact No No Yes No No Rating Table I — Doors under Evaluation C. Conclusion NJJ IIIII/I/" 0A No_ 46718 ' STATE OF 4// LOR10P. •'• Cj SS/ONA \\\\ 1?q7,07 C' is l'011 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 51h Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of Independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concem: 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. i 2) 1 (my business) Is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. Sincerely, 14 " Gordon Thomas, P.E. FL PE # 46718 tlDIEI1. NOMAMPACT RESISTANT G ATBNC OPTION - .090' MINIMUM SSD GLAZING IN 140=0 FRAMES SUtEV.ED 13 CA HOM ANGLE - TOGETHER WITH A 10DCUM OF (f) I&V S=A15 DISTALLED IN TOP OR VJIERYEDUTI(WITHPATHOUTDECORATIVEINSER71 MEETSIESECUNIFONONYSTATIaRC DESIGN PRESSURES SHOWN ON THIS OMVWHC, GLAZING 13 GA FLAG ANGLE - SMALL HAVE A WAXUUN HEIGHT OF 1173' AND A MAKDNN LENGTH OF 16.75. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR IC W ION NOW. TRACKVAND- eODHE DEBM REG06 S/ MIDI-5 IMPACT DVACTRESISTANTGLAZINOOPTION - OACT LAC Y0 RMSTART GLAZING SYSTEM MAY BE PETALLED IN TOP OGH 3 AS OR INTERMEDIATE SECTION (WTH OR WITHOUT DECORATIVE SHDMN) UISERTS GIFTING SHALL ME 1/4' YARR0.0N-AR le G YR VERT f0. 7E ON EQUAL QA2D4C STALL HAVE A UA) GWUY HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF TRACK SLOB'. CLA7pIC E IMPACT RESISTANT AND GOES MEET THE REQUIEMEMS FOR W1D-OORNE DEGRIS REG016 5,AS.1-5/r LAO SEE OETA• E ON SHEET 2 FOR ASSEMBLY DETAILS. SCREW AT EACH GAZED SECTION REQUIRES REINFORCEMENT BRACKETS IAMB BRACKET ATTACHED TO U-BAR ON URER INTEGRAL Fd§ (SEE DETAIL G SLEET 2). If GA }STRUT SMEM TO L074H 1/4-2W/I6' TRACK IT TEMAL R19 OF SECTION AND OPERATOR STILE TO RE BOLT AND I//4-20 HEX FACTORY INSTALLED. OSTALIEII SHALL FED INSTALL (1) NUT AT EACH a JAMB 4- 140/5' SELF ORILLNC OtOOTITE SCREW TO ATTA04 BRACKET LOCATIDN E J--STMJT TO IRE DRE(RIL Rd AND OPERATOR STILE AT THE CFNTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. 1 VINYL OR MOW DOOR STOP HALED A UAIQNM OF I' O. C. MUST OVERLAP TOP AND BOTH ENDS OF PANES MIwWY 7/16- TO MEET NEGATIVE PRESSURES 4. KEY LOLL, SINE LOCKS. OR OPERATOR REWIRED. 15 CA STIFFENED S. SECTION SMALL BE CONSTRUCTED NTH FOAUED IN JAMB eRACETS PLACE POL11AEfHANE FOAM INSULATION CHEMICALLY SEE =HELOULE FOR BONDED TO 30 CA NIDWM FACER STEEL AND A QUA ITY. LOCATION, P0. YLAMINATC BALER. OR 32 CA STEEL BACKEI. E0 AND TYPE CAI TO HAVE A •.NOMW 1.1' DEPTH. B. THE DESIGN OF THE S PPORTWO STRUCTURAL KEY LOCH OR SLIDE LOGE. ELEL04TS SHALL BE THE RESPONSIDUTY OF THE BOTH FNOS ((NOT PROFESSIONAL OF RECORD FOR THE BUt%G ON REWIRED WTH ONF>7AiO1 STRUCT1ATi AND IN ACCORDANCE WITH ODRRENT OVLW7C SEE NOTE 4). SIDE CODES FOR THE LOADS LISTED ON THIS DRAWING. LOCK SHORN FOR 7. DOOR JAR® TO BE MINIMUM DL STRUCTURAL GUM CLARITY LUMBER. REFER TO JAUR CONNECTION SUPPLEMENT FOR NOTE• (4) SECTION SOLD ATTACHMENT TO SIPPORTIND STRUCTURE. ODOR SH SEE BEET 2 FOR U-BAR LOCATIONS S LOUVER OPTION - A40' kasm M LOUVERS IN MOLDED ON DOORS WITH OOER FRAMES SCREWED TOGETHER VJTH A MIDDAY OF (f) SECTION QUANTITIES AND 0. 1' SOIUM INSTALLED DI THE BOTTOM SECTION. SEE NOTES 1 AND 2 ON LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WND-BORNE DMIS REGIONS. TIED SHEET FDA GLAZING ONTIOKS- LOUVERED SECTION REOU7G5 OPERATOR SIRE TO BE FAf` TKY N AT M KNITP NC K M DM1f1D SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DORDOOR HEIGHT1WHU'ORY LOAD EACH JA7B (PLR) V4DTH 1e'- 0• ALL 207.2 -230.4 14'- D' AL 1! - -201.e 12- O' ALL 155.4 -I LI 10'- O' ALL I293 -141,0 VVV71115111F1////// NCENBO tijllE No. 7,7945 .' y STATE 0NAt rnH fib uKI1211oaK,EPT 4Mn IXWA fPAD ISO IMDIl4I Ilvt• Iftl R .[ TNa O K 11f4if PROFES ION& 04m4TNIL SEAL PRGYLCD WILY FOR 4FREv i O o LVgoGNOmlI x SEE U-BM NOTE ON SHEET 2 FOR U-6AR INSTALLATION CA ENO CAP EDIOR u-un FA41ENEf1 "Fwr AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER MINCE GAUGE AND ADDED LOUVER OPTION. CHANCED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO TALLIED NUMBER CRT 3/e/OB PS ADDED SUPERIMPOSED O 04 PRESSURE LOADS ON SUNmRMC STRUCTUREANDCLARIFIED NUMBER OF FASTENERS AND CENTER IQICES REWIRED FOR NANADLW DOOR WIDIMS MRB 5/10/05 PIS ADDED IMPACT RESISTANCE TO DOOR AWED MODEL IIOD. IMODIFIED NOTE I TO I HOTF. ( 5) CENTER KMGEI PER JOINT REWIRED ON DOOR WIDTHS GREATER THAN 12'- O•. (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EWAL TO W-0•. JAMB BRACKET SCHEDULE DOOR MEGHTn0. OF S eRUtIXE15 EACHJAM® TR' IIRAC3E15 MEASURED FROM BOTTOM TIP, Ki TOUCH All DIMENSIONS 4 Z-) T 4 f O a 1 O 25-7 J8 34 a 45-1 4 0, or JI FAT a, ID• a 21-3 4 JB, 2f11 4 A 42 A 43-1 4 JD IY- 0' S e G a 1 O JB34 JB 47-1 4 O 5r EJBQIJ, 75JB s 1 e FAT JO1 JB21-3 4• a. 22-Z4' JB4I JB57-1 C a JB75-1 a e-r GH LIFT ROOF PTTC4 ISEE NOTE BELOW ICKET SCHEDULE FOR OPTION. ADDED LHR COL DETAIL SHEET L 4/17/03 ADDED IMPACT 25TANT GLAZING. IED TEXAS LICENSE UDER TO TILE BLOCK. INOED LOUZE7 NOTE RFASED UM HEIGHT K-r. ADDED NP01 AND ROOF PITCH UPDATED TITLE BLOCKI I/"/Io YFOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACKED TOTRACKWITH 1/4-200/14• TRACK BHT AND NUT. FOLI.RNND DIMn+mON DENOTES CUICK INSTALL JAMB BRACKET INSTALLED W BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEED TO ATTACH TO TRACK. DOOILS NTH WON LIFT. ROOF PITCH. AMD/HA MATER THAN E IN HZIGIT REQUIRE USE OF CONTINUOUS WALL ANKLE SEE SIPPLDJEHT TRACK CUBIT FOR OETAA& STATIC PRESSl 7E RATING'S APPROVED SIZES SCALE M.T. S.SRC- A Wayne MESON ( +2i90/-2B.B0 YAX 1 TH: 16-0' DATE NAME Tm (PSFk +3&35 -43.20 YAK HOW: B'-B' DRAWN 3/B/06 GRT c(/j4_V"`'([, Dalton. IMPACT/CYCUC RATED (YES/No): YESIIIIAX SECTION HEIGHT: 21' ECKEO 4/B/06 1 RS L ( GARAGE DOORS MODELS 5120/9100/9605 SHEET 1 OF 2 dM96V MF 01FRHEIID DMMR DRIVE PENSAC AFLa DAA =14 WINDLOAD SPECIFICATION OPTION CODE 0230ORALIGNOPARTN0. 318960 REIN. P10 LSD) 47hBelD I] W ADi15TABLE 10P RACE U-BM 6V'R IN TEGRAL RIB 13 CA ADJIISTABIE FIXTURE ATTACHED TO M111 THE i) PRI-PUTOP FIXTURE PRE- PUA'CFIED HOLES 1 MOLES EACH Om FACIUPWARD W eD1TOM 6 WM C AND ATTACK THRU ENAT1NTH (3) 1/4-144/6' - EACH Elm YTM (2) 17/KCK0WR7E SCERs SELFDALLDIOtlBMPTIEISFORSTANDARDTRACK(3) 1/4- 14.7/6' SELF C6CT WTTE SCREI15FOHEADROOMTRACK(7 C1AREUSEDlOATTACTOPDETAILABRACKET AS SHOW). LOW HEADROOM TRACK 13 GA ROLLER SLIDE ATTACKED TO PRE-PURCHED HOLES IN TOP OF U-BAR LACE U-BAR OVER INTEGRAL RIB WTH 1T1H ((2)) 41 3/6' C66PME SGErS USE VEMIHD HOLE IN AJOE 70 ENSUE THE(6) ERE- PUNC11FIl HOLES EACH f1D FACING uPWAFD AND ATTACH nwD ENO PROPER AU0IOIEHi (E ROLLERS CAP AT EACH Elm WTH 7 1 4--147/Ii SELF DRILLING CR] NPR1E IS GA HINGE ATTACHED EXCEPTH)Ne U-BAR ARCED MiR 70P RTM (4) 1/ 4-140/e' / RIB ON THE BOTTOM SECTION SHALL OILY C1GIWTTE SCRE76 (2 OF lE ATTACHED MRU END CAP AT EACH 1DICH ME FACTORY END VATH14 7/p SFlF DplilNG C IMPTITE SFAEV LOCATED ON THE ATTACHED) 8QTTDM FLANGEOF THE LF-eAR NOR- DUE TO CLEARANCES REOWED TO 2' NYLON smorAmo INSTALL SCEM AT THE EMS OF THE ROLLER VAT H - U-BARS, ALL U-BMS SHALL BE 4-1/' SEEM DETAIL B NS ALLED oN SECTICHs PRIOR TO INSTAUJ" ER ROLLSLICES AND TOPFDDURE ON THE U- BARS. SEE AITACIMENT NOTES ON THIS SKM7. 16 GA MNOE ATTACKED U-BM OVER RLTH ( a) 1/4- zw/e• l" INTEGRALRED C@WTITE SLIER 5 ( 2 OF f r/4-2GC/6' R70ON AND ATTACH ARE EACIDRY IRE SIRENSATTACffA PINCHED HOLES AT 3OFWOCHLHIMEDIATE HINGE ME FIELD INSTALLED INTO CN (1 MUCK FLANGE TOP LEAF. AND 1 OF MUCH S FIELD DISTALLID BAR MD BOTTOM LEAF AND I THOU 1HR6U PRE-PLINCED HOLE WED OF U-MAR AND IN U DETAIL C INTEGRAL IM OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED TATH ' o 3 I O AL RB WTI PIAIE U-6AR OVERARBOTTOMNOiCKTONHTOGEARITESCESTTESOtEWS KRU ENBRACKETAND ATTACH IIIRIIElmCAPATEACHEND NTH ( 1) 1/4-14a7/B SELF DRILLING CIIW TE 501ETY AS FOR IMPACT RESISTANCE ` SHOW AMD USE 1) 1/4-14X7/6' SELF BOTTOM BRACKET MUST BE SCKE7E0 TO THE BOTTOM L .. GPoWNG CRYP'n SLEW ACROSS THE BOTTOM a THE BOTTOM IHAR AT U -BAR WTH 2) 1 SERF DETAIL D EACH PRE -PUNCHED HOLE AT EVERY MINUTE LOCATION. USE (1) 1/h2=/0' 4%7/B' CnSCESEEIMPACTBOTTOMBRAOEF CRIMPTRE SC1EV AT ALL OTHER FRE-PIHCED HOLE LOCATICHS DETAIL THIS SKDET. e... p Q;. UGENyF'•. j No. 77945 * - 0. STATE OF • ((Ftu: caRlG.•' TONAL 171 0 1 RUYa9y R 576 oOAOY ROAD I{0 NdD(T HOG 171D R R 1T/] R IE LITRE IIDTF59OIAL EMICERS MAL PROVIDED ( Kr FIR KAVIGI=. Or YJ w RINSTIIMCT011 IGAIIL DETAIL A USED ONLY ON IMPACT V— GLAZED SECTION - 11 CA REINFORCEMENTBRACK(E77T A// TTACKED EE IITH DIGLLWG 14. 7/e CFONPTTE SOMWS (2 THROUGH BOTHCLT BRAOAID U- OM) DETAILGATTACHBOTTOMBRACKET TO BOTTOM V-OAR Y17H ( 2) 1/4-14.7/d' SEIi OIUWNO dOYPttTC SCRE'AS (i' IMPAC7 BOTTOM BRACKET 1 1/ 4-14a Y SELF OR:LL?70 CRIMPTRE V AT LIME OF DOOR TERN J-SIRUr & OPERATOR BRACKET. 11DINJ- STRUT CRE T A SCREW ONLY REOD ONARGLAZEDS:CDONS su NOTE 2 SHEET 1 0- DETAIL F BM3/4 MIN STAINLESS SCRETIS 15TH STAINLESS r •_ BACKED RUBBER WASHERS - 3-1/2- O.C. MAX- 7 • - 1n. WAD CE LTRACLAZE SSTAOOOAC symclum SEALANT OR EOOVA1DlT PACKS7Ea. n,A_ -D DETAIL E U - BUR FASTENER T7' PE AT END CAPS AND BOTTOM RETAINER. CHARM CENTER HINGE CAUGE AND ADDED LOUVER GPOCH. CHANCED STRUT IDENTIFICATION METHOD FROLI COLORED PAINT TO STAMPED NUM13EL GMT 3/6/06 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STINCTURE AND 3) SECIION DOONS CLAIMEDNUMBERCK NTN ((i)) 3, 1B GA. FASTENERS AND CENTER HINGES NEPDRED FOR BO 161 U- 6AR5 LOCATED OVER INTEGRAL RIDS AS MARROMP DOOM WUTH5. ED 5/10/ 06 4) SECTION DOORS WTH (S) 3'. 16 CA, 60 KS U-BARS LOCATED OVER INTEGRAL Al85 AS ULR R ATTACHUFNT NOTES 1. ALL U-BARS SHALL 6E PLACED OVER INTEGRAL MRS AND ATTACKED THRU PRE -PUNCHED HOLES MTH ( 2) 1/4-IW/6' CIDLPTITE SCREWS AT EACH INTERMEDIATE HNGE LOCATION. (2) 1/M14A7/r SELF OFEIR C CUMPVM SCR MG AT EACH END CAP (EXCEPT SI M U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS Siflan ( 2) 1/4-14A6/Y CRWPTTE SCREWS AFPRC)OMATRY MIDWAY BETTER END OF DOOR AND INTERMEDIATE MOM LOCATION, AND (T) 1/ 4-14.4/I' CDUPTITE SCREW APPROXIMATELY Or FROM EACH END. FOR DOOR MOMS GREATER THAN II'-O'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACEMC FACE U-BAR EXCEPT BOTH U-BARS ON BOTTOM SEC7LCN SMALL HAVE A TOTAL. OF (le SSZERS EACH. L FOR DOOR VDDLS LESS TOR EQUAL 12'-0•, THOM SMALL BE A TOTAL OF (16) SCKYS ATTACKING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECDCL NON-STRUCTURAL DECORATIVE SHALL NAVE A TOTAL OF (14) SCNEtS EACH. OHER 1RmDW TRW 2. HIH THE EXCEPTION DT THE (6) PRE -PUNCHED HOLES IN 1 / 4' POLYCARBONAIE THE TOP GF EACH END USED Fill ATTACHMENT OF THE ROLLER SIDES ND THE (i1 PRE -PUNCHED HOLES IN THE BOTTOM OF EA04 END USED Fri THE ATTACHMENT OF THE TOP FUTURE AND UNLESS NOTED MOUSE ON TMq 5PECFIOATICH DRAWING. ALL PRE -LANCED HOLES IN ALL U-BMS SHALL BE ATTACHED TO THE DOOR 'A1TH 1/4- 14d/6- CRAH TTE SCRET2 3. IS CA U--BARS SMALL RE STAMPED '46- APPRDOMATELY 6• FROM EACH END. Wayne Dalton. GARAGE DOORS aWsaN OF OVERHEAD OOC1 CG STATC PRESSURE RATINGS I APPROVED SIZES MODELS 5120/9100/9605 1MNDLOAD SPECIFICATION OPTION CODE 0230 NOT IMPACT MANT. MOWED JAM® 1CtET SCHEDULE FOR OPROTI. ADDED ERN ICK DETAIL SHEET 2. 4/17/04 AWED IMPACT SCANT GAZING. IED TEXAS LICENSE MEEK TO TITLE IROCK WOED LOUVER NOTE RFASED MAX HOCM e'- i'. ADDED MGMr AND ROOF PITCH Mc NOTE 7/22/05 UPDATED TILE BLDGK e/ 26/io ER31526 1ED 1160% AND SCR NOTES 5/ 23/ 2017 LNG PART NO. REV. 318960 P10 i— 14" MAX f 12" MAX 12" MAX I 1 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DYAVZ A AORNW, PE 4379 COUNTY ROAD 160 MOUNT N(rE. om FL PE 77943 TX PS 117US PROFESSONAL OUONODYS SEAL PROVIDED LILY FOR KJmICATON O' 1ANOLOAD 0OST114=10N DCFAM& PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MII1 CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE RSW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE NE J ko NO. 7794$ 1. . S SIATE OF ANAL ENG•`. S//// f/ 7 RACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT WITH 1 /4"-20 NUT 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK gi W121mminemol DESIGN PRESSURE CHART DOAXR MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF —52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART REVISIONS INCHK-CLIPS-TEXAS ANGLE 12 FDOT JED 5/11/03 POATED FORMAT. aSED ALLOWABLE SUITES TO DO/-5ZO0 PSF FOR 3KKIR WDTHS AGED "TEXAS WALL E' TO 'CONTIMIOus ANGLE'. ADDED IRATE MOUNTING IL. CHANGED TO HD ANCHORS 4/2/07 TRACK CLIP EDULE. 5/21/07 UPDATED MODELS ED IN CHARTS. SATED SPLICE A CLIP UPDATE MOUNTING AIL DRAYANGS. 10/D.5/07 UPDATED CHARTS TO IOIATE THE USE OF 1 /9 ACROSS THEPLACED D4/11/08 fPANDED 1-1/2' TO 8• DOOR THICKNESS 1T UP TO 14' HIGH. 12/11/08 UPDATED TITLE x 8/2/10 UPDATED TITLE K. REMOVED CHART. T1/15/17 UPDATED TITLE x HS/15/17 DATE NAME DaDRAWN AGE DOORS DRAWN 8/21/07 GRT CxECKED 8/21/07 IKRB SHEET 1 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. PENSACOLA, FLORIDA 32514 830) 474-9890 307494 P11 2 3/4" i 1 " RINSIDNS FTTCH TRACKWCLIPS-TEXASEDGEDIST WALL ANGLE 12 FOOT DATED 1 8 2-24E60XXMIN. BPJ 8/11/D3 1 /8 V 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO MIN 3/16" THICK 48.OD/-52.00 PSF FOR ALL DOOR WIDTHS. STEEL FOR MOUNTIN CHANGED -TEXAS NULLANGLE' TO 'CONWALL CON5/ 16" x 1-5/8WALL WALLANGLEANGLE'. ADDED STRATE MOUNTING LA SCREW CHANGED TO DETAIL,TITEN4 EQUIVALENTINTOHD ANCHORS GRT 4/2/07 MIN 2 x 6 NO.2 TRACK CLI P4 CHANGED FORMAT. SPF ( G=0.42) OR _ _._ ADDED MODELS 98DO BETTER AT EACH 1/4-20x9/16' AND 4 WITH TRACKCUPOVERLAY ToSCHEDULEHOLEORPAIROFTRACKBOLTANDMTSM107ELHOLELOCATIONS1/4-20 HEX NUT P5 UPDATED MODS LISTED IN CHARTS MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL UPDATED SPLICE & CLIP SCHEDULES. DLP 9/05/07 2 3 4" OPTIONAL: WALL ANGLE MAY BE P8 UPDATE MOUNTING DETNL DRAWINGS MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRIT 10/05/07 a. WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. MINATE THE USE OF THE / 8 CLIP (REPLACED A WASHER AT EACH HOLE OR PAIR OF BOAR19 D) AaLoss THE HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 G • Pe UPDATED STEEL 4. 4 MOUNTING 13ETNl RB 04/11/08 9 EXPANDED 1-1/Y TO ia 3/8" DOOR THKaWESS CHART UP TO 14' HIGH. CRT 12/11/08 P10 ADDED MODEL 8700. 3/ 8" SIMPSON TITEN HD, UPDATED TITLE OL= 2- 3/4" MIN EMBED INTO GRT 8/2/10 MIN 2000 PSI CONCRETE I UPDATED TITLE Bloc?. REMOVED CHART. AT EACH HOLE OR PAIR GRT 17/15/13 OF HOLE LOCATIONS II1 P12 UPDATED TILE j11IWALL ANGLE J! f ESO 8/1S/17 PjE1 /4— 2Ox9/16" i TRACK BOLT AND ,• LIGENSF . j CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT TRACK CLIP _ * : No. 77945 S ._ STATE OF 40RIOP,.•• SS NAL ENG``• L 11 1111` Wayne DATE NAME Dalton. DRAWN 8/21/07 GRT 01YAV/( 1 ND7Da91. PE 4576 CCUROAD 1190 f• GARAGE DOORS CHECKED SHEET 8/ 21 /07 1 MRB 2 OF 2 FL / 4 T7n4D Tx E 117US C/ PART N0. I REV. P11 3395 ADOISON DRIVE PRDf' 69DMAl LT1(WDADL'S VA FRONDED OET i'M TRACK SUPPLEMENT CHART PENSA'COLA. FLORIDA 32514 VIXFIGTDN6wDOIDADmH5T1111Ci101OfTNISDRAWING 307494 J0) 474-9890 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 NE J Kp, OS1 _. ' cerusF •._y NO. 77945 y " STATE OF Z 46 SS•'O ORIDP .•'G= rl: Inmuu OVIATNE A E0I11616 I•E T44SCOUNTY ROAD 160 ug7Ki IDSZ ONTO FLPEaITTFE117tiRPfI0R= M4L ENGNETRh SCAL PROVIDED OILY FOR VQIDICATIDU OF MM%DAD DONSTRUCDOL CETAILL SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL 1 POST RE64FORCING 1 SYSTE315, 6' NAIL W SI6' MAX a H- LOCK LUMBER R 4' 2- 3/4' 2) 3/8' SIMPSON TITER HD SCREW ANCHOR WITH A 1 1 4' WASHER AND A LONIMUII EMBEDY DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4% DETAA I N_ INIMIIM 75D0 P51 CONCM NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2083 L8S DOOR WIDTH MINWUM 2x6 /] ¢ HEADER LOCK SOUTHERN PWE 9RACKET LUM B' 4' 4) 3/B' SINPSON TITLN HD SCREW ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM I31BED4 DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 4% DE7611 2 MIN6AUM fDOD Ph GROLrt FlI I Fl7 rL 11 NOIF, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS, M1NUUM 2.8 /3 ¢ HEADER LOCK SOUTHERN PINE 7—\ LUMBER4' i- 1%i 4) 3/3' DIA. LAO SCREWS WITH 1-1 4. O.D. WASHERS. LAG SHALL HAVE A MINIMUM PENETRATION OF 1- 9 INTO THE MAIN ORT MEMBER. DETAIL 3 M. MAXIPPZ GN LOAD CAPACITY OF 2430 LEIS. PRAWN SHEET 1 OF 2 Irwrrvrn' REVISIONS P17 UPDATED TITLE BLOCK ESCG/,5/17 NAME JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA• FLORIDA 32514 850) 474-9880 011AYW 1 KORIM' rE OUNTY4= CROAD is NDUN1 HOPL 0100 FL PE 77143 TX PE 117UR PROFESS10Mµ ENWrER'S SAL PROVIDED CMY FOR VM; lCAMCW OF •T+OLDAD CONSiRUCTON OETARS MIN 2SOO PS CONCRETE L12M MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4- OF SUPPORTING STRUCTURE SHALL MIN EDGE DISH BE THE SOLE RESPONSBIUTY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE d 3/ 8• SIMPSON TITLN HD. 2- J/4' MIN EMBED. WN B' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/ 4-20X9/18- TRACT( BOLT AND 1/ 4-20 HEX H TRACK DIRECT CcImcR F MOIMTNOnriAII J KKR 4 Nc T/945 y* W- 57A• s OF FSSi...... - - 01 MIN 2 a 4 SPF (Ge0.42) OR BETTER WALL STUD HQM MAX ALLOWABLE FASTENER LOAD LAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSSIUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ----\ 5/is' LAC SCREW aE J 1-9/ 32- EMBED N I:F]1Tpi DF STUD V 1/4') FOR EACH JAMB RAELOCATIONJAMBBRACKET 1/4- 20K9/15• TRACK BOLT AND 1/4- 20 HEX N TRACK MRFM MW0011 M( 11NON . DRAT AY20 LB4S PER LAC FASTENERSHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS Piz UPDATED TITLE BLIOOC ESC 6/15/ 17 i I I DATE NAME 410 13 CRT ED DRAWING PART NO. REV. 324620 P16 t 1/2/2018 Florida Building Code Online M =AM BCIS Home Log in user Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Unks Sear. I ba Product Approval4rPUSER: Public User Product ADDroval Menu > Product or ADohcation Search > Aoolication List > Application Detail D FL # Application Type Code Version FL19715-R3 Revision 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com b Authorized Signature Nicholas Kopp NichoIas.Kopp@andersencorp.com Technical Representative on Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer HEvaluationReport ardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL197 5 R3 COI COX Silverline SS 2017-06-14,od Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/l.S.2/A440 2011 AAMA/WDMA/CSA 101/l.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1/2https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzciZSGolva%3d%3d 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # I Model, Number or Name Description 19715.1 1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 I 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 119715.4 I Series 70 Model 2127 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes ck 0Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please click berg_. Product Approval Accepts: W1 ® :Cho] M Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOIERANCE OF 11/2 INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/1 INCH. SHIM WHERE SPACE OF 1/T6 INCH OR GREATER OCCURS, SIHIM(SI SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATOOL' FOR INSTALLATION INTO WOOD FRAMING USE FR WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR LOCI COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE I-V2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALLATIOM FOR INSTALLATION INTO METAL STUD USE 98 SELF•TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 H r, f. irN BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN MIN. 3/3' EDGE DISTANCE. THROUGH FRAME INSTALiATIOM FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCWWMASONRY, OR DIRECTLY INTO CDNOWWMASONRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I-V4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3THREAM PgNtTRATION BEYOND METAL WALL MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORSAND ASSOCIATED HMDWARE MUST BE NUDE OF CORROSION RESISTANT MATERIAL OIL HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED M COMPLY WITIITHE 6TH EDITION FLORIDA BUILDING CODE (FOCI. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDKWCSA 101/LS.Z/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FUMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIRC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4fVH2 AREAS. IN HVHZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIMU-0ADE REA OR AHU. 5. APPROVED IMPACT PROTECTIVE, SYSTEM IS REQUDLED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL PVC FOR HOLLOW BLOCK AND GROUT FILLED BLOM DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION M WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CHAPTER 23. INSTALLATION ANCHORSSHALL BE INSTALLED IN ACLORDANCEWNTHANCIIOR R. GLASS MEETSTHE REQUIREMENTSOFASTME 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET G FOR GLAZING DETAILS, USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEOFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES. A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30DO SL C GROUT -FILLED 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-SO WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSL E. STEEL - MINIMUM YIELD STRENGTH OF 33 M. MINIMUM WALL THICKNESS OF 47.8 MIL (0.0476' w IR GAUGED. MIN. 1/2' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063•T5. MINIMUM WALL THICKNESS OF 1/1G'. MIN, 1/2' EDGE DISTANCE TABLE OF CONTENTS SHEET REVISION SHEET DESCRVnON 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUT$ 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FM 5 VERTICAL L HHORSZONTAL SECTIONS M*DU&H FRAME)) 6 HOR1zONTAL$ECTIONS, BUCK INSTALLATION, 6 GLAZING DETAII MAX OVERALL SIZE CONFW. DESIGN PRESSURE APLISSILE TAVACTRATDJ6WIDTHHE16HT 36- 64' O/x 35 / -35 PSF NON IµPACT 36' W O/X 50 / -50 PSF NON LIPACT 311' 74' 0/X 50 / •50 W NON IMPACT 36' 77- O/X 35 / -35 PSF NON IMPACT M' 6r O/X 50 / -50 PSF NON IMPACT 4B. 72* O/X 35/-35 PSF NON IMPACT 4r 64' O/X 20 / -20 PSF NON TAPACT 52' 72' O/X 25 / .25 PSF NON IMPACT 36' 63.75- OM (ORIEL) 35 / -35 PSF NON LYLPACT 48' 96' O/X (ORIH.) ZD / -20 PSF NON IMPACT 72' 6r OM-O/X 35 / -35 PSF NON IJVACT 72' 84' O/XO/X 35 / -35 PSF NON IMPACT 76' 6r O/X-O/X 50 / -50 PSF NON IMPACTCT 72' O/XO/X 50 / -50 PSF NON IALPACT 76' 7T O/X-0/X 25 / -25 PSF NON IMPACT w 74' O/XO/X 1 -35 / -35 PSF NON IMPACT 96' 74' O/X-O/X 30 / -30 PSF NON LNpMT 108• 6r O/X-O/X-O/X 50 / -50 PSF NON)%PACT for 7r O/XO/XO/X 50 / d0 PSF NON IMPACT 106' 54' O/XO/XO/X 25 / -25 PSF NON IMPACT rSilverline IaAndersen I+o4.+. •oo a HR4 511YCRG( pAIVE r4>.THI UM+FIYHgIlt7 OFfO.` Il O!`1 U11mD W CI R KYm F _= ZaOvV7 D BlY OWwd 6Y Hu F. N&WO. P£ S W D Q0 2RvmucFL#: FL19715D.Yo: i017.06.151B:1 IAB-041w 5HEET: 1 OF 6 MAX FRAM HEIGHT 9! MAX FR, HEIGHT MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' ELEVATION TMN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONAGURATIONS FOR ALL Z901J502 RATINGS. SINGLE UNIT CONAGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONAGUILAnONS FOR ALL ZM-Ag 1 RATINGS, TWIN UNIT CONFIGURATIONS MAX FR, HEY, t H MAX FRAM HEIGHT 9% MAX FRAME r WLOTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH 108' TRVLE SINGLE HUNG WINDOW SilverLine 0-* SMIOLIM WIM N=TN uvw.% m NI axe He O'+D a>I000 QYp um 7 Z H Q Z N o<z ye W j m V r W = W y W m J Z C W Q Zm aWo a o G .D V) Z O z g H d ILZ WvN OW F- lo T N coy UKfV, F c0; =2Z O p v DWG tt: SW0002 SHEET: 2 OF 6 5 2' MAX. 11' MAX FROM O.C. CORNERS Il' MAX O.C. 2' MAX FROM CORNERS I p,4. WTHE..2•lfRTo.TIyn F Ab,.v N,uc •oc T /FAO, l.W.aa an, ANCHOR LAYOUT NAIL AN -SINGLE HUNG WINDOW T MAXFROM 41/Y MAX CORNERS r O.C. 1 4 1/2' MAX J O.C, 2' MAX FROM CORNERS 6' MAX FROM --{ 1— CORNERS I I O.C. 6' MAX71FROM { CORNERS I 20' MAX O.C. L 6' MAX FROM CORNERS} T 1 ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW J I _ 4 L/2' MAX. r- O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 12 3 MAX O. O.C. 1' MAX FROM CORNER' 6' M 0.I L r L L-MAX jFROM 4,..__ 6- MAX CORNERS O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SW GLE HUNG WINDOW 6' MAX FROM 12' MAX. CORNERS I` r O.C. 16 1/2' MAX 1611 O.C. L 6' MAX FROM ANCHOR STRAP 6 . CORNERS P/N 50-2995.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG W WOOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine KkndefSen ow aRKRDi omW KvaT &R%ft5 TQ FU am Mfw) V .0 zzt,: o Tj G'. X. z zm WIzy % m d<s w z m 1, of J N d W 1 1tucc 4 W r F V a 0 m J v l z O L m L O uj w LL W Q O FTI/11111111` R I T xZ3 p h Z0 V6 $t. SWD002 EET: 3-;OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MM EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 6 • 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. 8 WOOD SCREW EDGE DIST. INSTALLATION ANCHOR EXTERIOR FIMSH BY OTHERS PERIMETER :::x — 1/4' MAX. SHIM SPACE O.ASEALANTBYOTHERSUNIT HEIGHT p(TERIOR 1 INTERIOR 1 SEE GLAZING DETAIL. SHEET g VERTICAL SECTION 4 NFAD - ZX WOOD BUCK NAIL FtN SEE GLAZXN& DETAIL, SHEET 6 EXTERIOR INTERIOR OA UNIT HEIGHT PERIAAETE0. SEALANT BY OTHERS 1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 318,, WOOD BUCK BY OTHERS EDGE DIST. SEE 5HEET6 FO CONNECTION DETAILS p• a . CAULK BETWEEN a- CONCRETE/ MASONRY NCRETE/ MASONRY 6 ZX BY OTHERS WOOD BUCK BY OTHERS MIIy EMBEDMENT qVERTICAL SECTION 4 SIu-2XWOODBUCK NAIL FIN Silver ljne 6An&arSL:T1 aa[ :nv[uat DAM bnw a u cwta W OrlOt hr (TSTI w ID00 3pg a w '^ T V t 114' MAX MIN. 3/8' EDGE DISTANCE SHIM SPACE 5 SASH REINFORCING u"i z SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS w' z '^ W m m SEE 61.A22NG PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE C w m 0 2 dam4 a INTERIOR 48 GR. 5 SELF -TAPPING' SCREW o_ INSTAJ"TION ANCHOR n vMETALSTUDBYOTHERS, SEE SHEET 1 INSTALLATION NOTE 14 o EXTERIOR FINISH BY OTHERS 7 Lvr EXTERIOR PERIMETER SEALANT O 4 BY OTHERS O.A. UNIT WIDTH W Hujo c HORIZONTAL SECTION Lu 4 1axB • McTa mlo NAIL FIN a9 Pao lb m V1 co N ol N ]( V z 0 n NG #: SWD002 lEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MA50NRY ' BY OTHERS '.'I-!, EXTERIOR FIIdSH ... . 3/4• MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS E SHEET 6 FOR L/4• MAX CONNECTION DETAILS SHIM SPACE 4 SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 6L,tZiNf, 11DIM DETAIL SHEET6 EMBE BEDMENT INTERIOR 1 PERIMETER SEALANT) _ f 1/4• MAX BY OTHERS / SHIM SPACE 4 O. A. EXTERIOR ( ! INTERIOR UNIT HEI6HT SEE GLAZING DETAIL. SHEET 6 rE-- VERTICAL SECTION 5 HEAD - ZX WOOD BUCV THROUGH FRAME 5) 014 PANCAKE HEAD SEE GLAZM* SCREWS FROM STRAP TO DETAIL, SHEET 6 FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA. EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE O. A. F 'PLAN VIEW -ANCHOR STRAP 0.0620 UNIT / ) ( P/N 50-2995-2)' DETAIL AT HEIGHT ( RIGHT FOR INSTALL REQ. 0• ) PERIMETER SEALANT r 1/4• MAX BY OTHERSI • 1 SHIM SPACE EXTERIOR FINISH 7 f BYOTHERS •A-. - 1 L4• MIN. EMBEDMENT PRECAST SILL j c BY OTHERS , 3/ 1V ITW TAPCON INSTALLATION ANCHOR - • 4 _ . 1` 3/4' MINA ° •• EDGE DISTANCE p VERTICAL SECTION S SILL -CONCRETE/MASONRY THROUGH FRAME EXTERIOR MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2• EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I U45TALLATION NOTE 14 PERLAETER SEALANT BY OTHERS UNIT WIDTH FHORIZONTAL SECTION S JAMB- METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 0. 500 x2)- 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A- FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN.1-1/4• EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE S. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-OkI LING SCREWS. 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE• C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2• EMBEDMENT, MIN. 1• EDGE DISTANCE. SilverLine lw/ 1ndersen ruaara. a u. OE 3arEtvE uxvF Nmn wwcncc w msot na ( r.z.nim0 3 Nm S 5 gg gl i z ' o/ oN x GumW =: y %b Wm V h c yWjWVmZ < Ll{, W mQ` R ecF d m O r• v oa' 3-' =S vZ oDWG #: SWD002 SHEET: 5 OF 6 SilverLine NOTE: b Amlersw ALL CONFIGURATIONS SHALL COMPLYSAWITHSAFETYGLAZINGREQUIREMENTS 9, 11OUTLINEDINCURRENTFBCANDASTME1300 . GLASS LOAD RESISTANCE. INTERIOR OK auvccna o" N0aTN LRLmwLm w am 5/8' 0A. I.G. GLASS rSil uswm 3 om INTERIOR EXTERIOR // \\ 0 m p 6 c QQX Z 00s M T d h g INTERIOR N W hZ h•a 43 Q1 WX SMALL' FRAME I O MIN. GLASS IEINF FRAME REINFORCING EXTERIOR h C K wm = REINFORCING l BITE Ur SEE BELOW FOR REINF. SEE BELOW FOR REINF. D / - C6 yr CA G w REQUIREMENTS REQUIREMENTS. v8' SETTING BLOCK / t a VERTICAL SECTION `--- HORIZONTAL SECTION a MEETING STILE 6 INTERMEDIATE FRAME MUWON GLAZING DETAIL 1 p pO m r^ v J I -ALUMINUM SASH REINFORCING ONOTE: 15 REQUIRED FOR THE FOLLOWING S=E/RATINGS: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE48 F--1 0 p u X 72. (O/X), DESIGN PRESSURE •/- 35 PSF ADJUSTED TO MAINTAIN V MIN, CENTER TO CENTER f..( a coco 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. 038X74. (O/X). DESIGN PRESSURE •/- 50 PSF SPACING SPECIFIED IS NOT EXCEEDED. 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK t o a72X84, (O/X-0O/X). DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/XO/X). DESIGN PRESSURE •/- 50 PSF 108 w X 62, (O/XO/XO/X), DESIGN PRESSURE •/-50 PSF 1/4' I•IW TAPCON ANCHOR 108 X 72, (0/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 4' FROM CORNERS 0 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT t t 41 DEPTH TO FULLY SUPPORT STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING WINDOW FRAME. 1.......•,•, BY OTHERS I v4' MIN. .. IS NOT REQVIRED FOR THE FOLLOWING SIZE/RATINGS O 6 EMBEDMENT +, 76 X 62, (O/X-0O/X). DESIGN PRESSURE •/- 35 PSF 1 v2' MIN. EDGE _ DISTANCE 4-4 7g EDGE D S ANCE ''i1DISTANCE off F b ySTEELINTERMEDIATEFRAME 'SMALL' REINFORCING CONCRETE/ MASONRY i * ? PLO g r4trntttt` BY OTHERS IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-OM. DESIGN PRESSURE •/- 35 PSF BUCK INSTALLATION DETAIL 0Z u c pao 3c 22v vZ DWG #. S W D002 SHEET: 6 OF 6 BUILDING DROPS A\)\ A P`erfect'Sol'ufi'on-in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 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 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' DES F O 7 NAL`. Hermes! o, P.E. Florida No. 73778 A\\\ 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 Id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6th Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 Date: 06/14/2017 A Perfect Solution in Every Drop Report No: 4875 Certificate of Authorization: 29578 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: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 ' . r. A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of.sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" 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 as Business & Professional Regulation ram . BCIS Home I Log In I User Reglstmtlon I Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Seam I a db P 0 Product ApprovalrUSER: Public User t'•I V- trc.s Product Approval Menu > Product or Application Search > Application List > Application Detail 0 OFFiCE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer James Hardle Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 2S0 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida license PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eouiv RIO-2692B-17 ASTM C1186 eauivalencv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 fI CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfDesignPressure: N/A FL13192 R5 II NOA 17-0406.06.odfOther: For use in HVHZ Install In accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathlna.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II HardiePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R5 Il ER RIO-2685-17 Shingle Wood Metal Frame.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192. R5 II HardieShingle-Installation.odf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 I HardleShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 I1 HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.ad FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding nber-cement lap siding Limits of Use Installation„Instructions Approved for use in HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 RS II NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 II Prevall-Lao-Siding--Installation.odf VeriFled By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Bacle Next Contact Us :: 2601 Blalr Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please didc bgM. Product Approval Accepts: tlrccl Credit Card Safe Florida Product Approval Prevail"' Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL MULTIFAMILYSIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIM ED-AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER' S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. p Installingsiding wet or saturated may result in shrinkage at butt joints. Car tanks on 1 Carryedge. P 9 • Protect edges and comers from he man a e caused is n breakage. Themanufacturerisnotbreakage. responsiblegy OUTDOORS 1Position cutting station so that wind will dust away from user and others In working area.. 2 Use one of the following methods: a. Best: I. Score and snap II. Shears (manual, electric or pneumatic) b. Better: 1. Dust reducing circular saw equipped with a Hanflebladensaw blade and HEPA vacuum extraction a Good: I. Dust reducing circular sawwilh a Hardleblade saw blade only use for low to moderate cutting) INDOORS 1. Cut only using sore and snap, a shears (manual, eleCUk or pneumatic). 2.PasitioncutlingslallmInwall-ventilated area NEVER use a power saw indoors NEVER use a circular saw blade Brat does not carry the Hardieblade saw blade trademark NEVER dry sweep- Use wet suppression or HEPA Vacuum improper storage and storyhandlingn the product. Important Note: For maximum protection st P ( respirable dust production), theManufacturer recommends always using'Besl'•level cutting methods where feasible. NIOSHapproved respirators can be used m conjunction with above cuttinr gg practices to further reduce dust exposures. Additional exposure information is available at www.prmllsiding.com to help you determine the most appropriate cu rig method for your Job requirements. If concem still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified Industrial hygienist or contact the Manufacturer for further information. swim GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to V think. When using foam insulationisheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction Flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install PrevailTM products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1" - 2" clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding ire FI 1 Double Wall SingleWall 8 trim (fig.8). 9 Construction Construction Install kickout flashing at roof - wall junctions (fig. 9). water -resistive barrier letin bra( Adjacent finished grade must slope away from the building in accordance with local lywood or 24• o.a max. building codes - typically a minimum of 6' in the first 10'. r B sheathing Do not install PrevailTM products, such that they may remain in contact with standing water. PrevailTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin ' Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Flnlsh, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water -resistive bander joint flashing" p 18* from e ° o o \ ° ° water -resistive o° barrier install planks m ° o •°o moderate contact ° o 0 o fastener o 0 o Install a 1 114' starter strip to o ensure a consistent plank angle O 0 Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk... As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail'" products contain respirable crystalline silica, which is known to the Slate of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupadonal sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease piled silicosis, and has been Pinked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: 1) work In outdoor areas vAth ample ventilation; (2) use fiber cement sheers for cutting or, where not feasible, use a Hardieblade' saw blade and dust -reducing diatom sew elI 9 ed to a HEPA vacuum; () wain others in the immediate area; (4) wear a properly -fitted, NIOSKapproved dust mask or respirator (e.g. N-95) In accordance with applicable government regulations and manufacturer Instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet deanup methods - never dry sweep. For further w. information, refer to our InstallationinstructionsandMaterialSafetyDataSheetavailablealwwprevallsiding.com or by calling 1-877-236.7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. maim PR1007•P1/4 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 stud water resistive barrier concrete foundation Vanlaga" lap siding Maintain a 1/4" clearance between the bottom of PrevailTM' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 114' gaP sidin, Caulk flashing Maintain a 1" - 2" clearance between PrevailTM products and ' paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia Maintain a 1" - 2" clearance between PrevailTMt products and'decki'ng material. deck material Figure 5 Y ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed'petthe roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 6 Figure 9 KICKOUT FLASHING S-p Aul^0<•,, ' \ Because of the volume of water that can pour se m, ,/, down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with Q step flashing. Where the roof terminates, gut install a kickout to deflect water away from Ong the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim p boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashingt To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" r O.C. max. 24'" Figure 10 Figure 11 1 1/4" min. stud O.C. max. overlap water -resistive Minimum overlap I barrier o for Both Face i and Blind Nailing I °I blind nail I _ — — NI1 ° min.1/4" face Hall 0 ovI I I I I 1 water - resistive water - resistive barrier 1 1/4" min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.loDniine.com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailT°' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 529 Countersunk, Caulk il add nail do not under DO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkirig/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA PREVAIL" LAP SIDING WIDTH LESS OPENINGS SQ 51/4 6114 7114 71/2 8 81/4 91/4 9112 12 1 sa =100 sq.0.) (exposure) 4 5 6 61/4 6 314 7 8 8114 to 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 B4 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 196 163 163 121 14 350 290 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7/10 South 2010 JHTL. AU rights reserved. TM, SM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at wvrw.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online C OfP f O Business 8 Professional Regulatiion BCIS Houle I Log I n I User Registration .1 Hot Topics I Submit Surcharge I Stats 9 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sean d Florida 1 r product Approval USER: Public User V oJL c Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-116 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 final.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:Mvww.floridabuilding.org/pr/pr app=dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1,, Alumunum Coils Aluminum Soffit (Aluminum soffit panels Limits of UseJ _ Installation Instructions Approved for use in HVHZ: No'_ FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report04 T \ Approved for use outside HVHZ: Yes., Soffits final.pdf _ Impact Resistant: N/AI_ Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90!_ __--___ Created by Independent Third Party: Yes,, Other: See Evaluation Report for limits of -use; Evaluation Reports! FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04', Soffits final.Ddf) Created by Independent Third Party: Yes Back N Next The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here_. Product Approval Accepts: M 03 ® .cnc Credit Card Safe https: IANww.floridabuilding.org/pr/pr app_dtl:aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d - 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea!iN Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits 1. " --- COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R P', Q•..•C E NSF•. d'J'. No 74021 STATE OF : 0,n' A, Q. CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDF) 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 l Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l f- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved S stems 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 S stems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel andsecuringeachpanell lapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 1/4-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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.312-inch spaced max. 8-inch o.c. 4 inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 - inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf), Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1o. ch leg staple spaced panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.616J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4spaced24-inch o.c. nail spaced 48-inch o.c. ALC 15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern in nx7d ring ring incho.c. and securing 3/16-inch head spaced spaced 16- inch o.c. shank n One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.. c. x 0. 072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC 15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pst) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- 9 intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix'B INSTALLATION Note - Refer to the APPROVED Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. 1 " engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-3 & I I I I I \—"F CHOANFITNEL( OVERHANG WIDTH VARIES) Wood, Concrete or Block Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„` SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• x 1/4• ; I L DETAILCROWNSTAPLESr USING A DIAMOND J -V KT/ STAPLES \ PATTERNFACIA BOARD FASCIA CAP 12 F-2 FACIA BOARD 8. 1 3/4• X 1/4' CROWNJS.S. STAPLE ON CENTER 1-3/4• TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48• INSTALLED FASCIA CAPWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLESOFFIT—max. 12-inch span WOOD SOI SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n ` SOFFIT STAPLE 01ST I DIAMOND PATTERN I DETAILElFAcIABOARo 1 ocrvcnN i STAKES 3/4- X 1/4" CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4" CROWN STAPLE '8" ON CENTER 1-3/4" TRIM NAIL FACIA BOARD CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. screwed to soffit with one #8 x PAINTED S.S. 48• FASCIA CAP 1/2" x 3/8" head D.C. diameter screw, 3/4- X 1/4- 16" o.c. CROWN STAPLE SOFFR—max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail , 1 1' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1164 5/6' T-NLfl 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER lo TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1,," engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO = z1h FASCIA BOARD #T50 1 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 L-- DETAILCROWNSTAPLES USING A DIAMOND ' KTvCDII sT ts i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 1-3/4' TRIM NAIL a' r'F' STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHEO.C. C NAILING FLANGE UP OR 3/4- X 1 /4- DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 111" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA 80ARD 1-4- CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL S CAP; REFER TOTO SOFFIT i FASCIA DETAIL 8„ F' CHANNEL 3/B SOFFIT; MAX. 16' I SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail mr-3131i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. SOFFrT-max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE I j L- DIAMOND PATrERN 1 'D ETAIL FACIA BOARD 1 a/e' ¢TWEEN STAPLES / FASCIA CAP 3/4' X 1 /4' CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 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 }' TRIM NAIL FASCUI BOARD PAINTED S.S. 1.4- CROWN' FASCIA CAP STAPLES SOFFRUSINGADIAMOND PATTERN: REFER TO I" "CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I"s}• CROWN STAPLE — FASCIA CAP; REFER TO SOFFIT i FASCIA / \ DETAIL Nominal1SYP Imo• I I 3/B BattenAnchoredtoSOFFIT; MAX. 2P I IF-CHANNEL ith Raftersrithone Td I RingShankNailatW000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1-4- CROWN STAPLE 1 f' TROT NAIL FASCIA BOARDPAINTEDS.S. SOFFIT &FASCIA 24F-2 & DETAIL 24F-5 1'xt' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT t FASCIA DETAIL Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one ld Ring Shank Na*at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i- T-NAILS FASCIA CAP SOFFIT CROWN STAPLE I I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 I'xj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAILNominal1'si SYP F-CNAIINEL Batten Anchored to SOFFIT; MAX. 24' Rafters ", ane Td Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. 1*4' CROWN--- ROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED 1'r}' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 {'' TRIM NAIL PAINTED S.S. DETAIL 24J- & 1'r2' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT L FASCIA oo Nominal t' x 2' SYP battens DETAIL 8w secured between rafter and SOFFIT; MAX. 24' I I 3/8' 1-CHARNEL secured with are (1) 7tl ring IshanknailStraight-nalled IthroughtherafterIntotheend WOOD SUBSTRATE of the batten or two (2) 7tl dng shank na0a toe-na0ed on either side of the batten at the batlenlrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. 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 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 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 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 Enclosed 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 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 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 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 P650 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 0 17.4 20.5 23.7 27.2 31.0 1 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 HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 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) 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 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" -- 1/8" HEM 1 5/8" 7 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" 3/8" 1/8" HEM 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 0 25' TYV 0 125, TYv ALC 15001.3 18" BLANK 3 / 8 PROFILE 2.175' REF Sir TYR 000 oaoo 00000 oao 00000 ooao FL12194-R6 ALUMINUM COILS, INC Soffits Appendix D 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 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 0 2s' TYP 0.f 2S TYP 13.75" BLANK 3/8" PROFILE 2.ITS' REF aa000 aoao oa000 oao oa000 ooao 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. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TM EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal O.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 in24in.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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY"R. P G. • • •'4iF'• No 74021 STATE OF i •• • O R . • C? SS N A E.`• CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A— Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 C. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l F Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel andsecuringeachpanell lapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel 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 1/4-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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8 inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-.inch 0. 072-inch diameter 80/ 24F-2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch. 0.072-inch diameter 801 24F- 312-inch Masonry inch long T nail rafter with one Wood le g staple spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC 15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 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. each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ringinchx7dringr inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) 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 g, a . 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 xinchcrown 1-inch x 0.072-inch diameter finishing nail with min. t60 12-inch 1) min. 2.25- inch x 7d ring staples in diamond pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga..- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 ALC15001.3 Min. 3/8" head dia. nail with min. 1W," engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block F 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 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 I3,V BETIMM SO FFIT STAPLE o; DIAMOND PATTERN 3/4' X 1/4' OPEN RAFTER 1 I LCROWNSTAPLESrDETAIL USING A DIAMOND sir 'I STAPLES i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4- CROWNJTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SO 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 n `1 SOFFIT STAPLE OIST I DIAMOND I DETAIL PATTERN. FACIA BOARD 1 31V oerWEENI STAgtS / 3/4- X 1/4- CROWN STAPLE -24- 4NMAILo ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWNCIA 8" 1— CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER PscrewedtosoffitPAINTEDwithone(1) #8 x S.S. 48" FASCIA CAP 1/2" x 3/8" head O.C. diameter screw, X 1/4' 16' o.c. WN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD N 6 S/A' T-NLL 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 1%/" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block N FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/a• I ; DIAMOND PATTERN D ETAI LCROWNSTAPLES , r USING A DIAMOND —J ' KT I STAPLES PATTERN FACIA BOARD i FASCIA CAP 16F-4 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 CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFiT 1"4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'x' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL CAP; REFER TO SOFFITTO SOFFIT i FASCIA / \ DETAIL. 8„ F' CHANNEL 3/8` 1 SOFFIT; MAX. 16" I SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4' CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD yr wr mr i FASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER PAINTED S.S. FASCIA CAP 3/4' X 1 /4' CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'x}• CROWN' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CROWN STAPLE SOFFIT STAPLE DIAMONO PATTERN DETAIL I }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-18 24F- 4 1'at' CROWN STAPLE — FASCIA CAP; REFER TO SOFFIT i FASCIA \ DETAIL Nominal Pat' SYP Batten Anchored to SOFFIT; MAX. 24' I 3/81 f- CHANNEL Rafters with one Td I Ring Shank Nail at WOOD SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAZI ,-FASCIA BOARD PAINTED S.S. t i' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'e4' CROWN STAPLE I }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'r!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1'ai' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with an* 7d Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT 1-4- CROWN STAPLE 1 I' TRIM HAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 I'a;' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT I FASCIA DETAIL Nominal 1's2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters vith one Id Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED I's CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETA0. FASCIA BOARD SOFFIT & FASCIA 1 " TRIM NAIL PAINTED S.S. DETAIL 24J-1 & CROWN STAPLE 24J-2 FASUA CAP; REFER TO SOFFIT i FASCIA DETAIL B• Nominalinal 1' a r SVP battens xed between rand SOFFIT; MA%. tl' j/B 1-CHANNEL secured with one (f) 7d 7d dngshank nail straight -nailed through the rafter Into the and WOOD SUBSTRATE of the batten or two (2) 7d ring sank nails toe -nailed on either We of the batten at the batterdrafter intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. 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 hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 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 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 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 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 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 1 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 1 23.3 1 26.3 1 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRo'otfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 5 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 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 . 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6. Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel ALC 15001.3 3/4" -- 1/B" HEM T -T 3/4" 3/8' FL12194-R6 ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 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 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 2V TVP 0 125' TVP 18' BLANK 3 / 8 PROFILE 2osW 0 Sr TVP oa000 000 oa000 0000 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 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" 1/8" 1/8" !3/r 13.75" BLANK 3/8" PROFILE 2.175' REF 0 50' TVP 025TVP 0.125 TVP 0000a 0000 00000 0000 00000 ooao END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A 1 /2/2018 Florida Building Code Online Business Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications j FBC Staff I BCIS Site Map i Links I Sear. d^ Florida F7 , F ? Product Approval USER: Public UserV Product Approval Menu > Product or Application Search > Aoollcation List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived :. Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. Knezewch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nieminen.odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.htmi 1/2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click berg_. Product Approval Accepts: 0-- axe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization a9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h 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: sTP tn!nr, Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P E. on 09/OS/2017 This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 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: in!!iy Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/ 09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON- HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 UTRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT- 30 and XTTM' 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 TLI 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 CreStTM, 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. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V.,d = 150 mph (V,d, = 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,Sd = 150 mph (V,,,, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = 150 mph (V,,,, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/05/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20T" JXTT" 25" X 1'",30 XT'"; 301R,'P#1,4i,,t„. LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and sir spots of asphalt roofing cement* for every full f—(305 mn)--1,--(305 mm)— (305 mm)--; shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 1" (25 mm) I Sealant 1"(25 mm) -{ 7iPe II Is suggested. 5 5/8" (145 mm) 5112•,lot Abtwvod Plant T METRIC l"(25 mm) i- 6lant— 1" (25 m- m)- 1h„ r Figure 11.3: Us0 four nails for ewq ftdl sbtnglo. I• - Rooling Cement Apply 1"(25 mm) spots of asphalt roofing Cement under each lab comer. Figure 11-4: Usafour nods and sir spots ofasplxdt anrtenl on sleep slope,. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & RidRe for CT20T", XTT" 25, XTT 30, XTT" 30 IR: Cut Shingles 1 -1 2" (50 mm) --Remove, 25 rtm}rr IRinnap1In12" 305 mm) Figure 11-24.- Cut labs, than Mtn btu:k to make rxup sbinstas English dimensions sbou n). S'— 12"(305M01) 125 mm) 45ct l\ N shoo Q ao l 5`I o ° l Figure 11-25. Installation of cnps along The hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T"" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6`' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Cse SIX n:uls for even• fill shingle located as shown below. I' (25 mn) 1' (25 run) Nv1 Lek L_LLLj Nml Ntlt Line Figure 2: U.so six nuils for eserl• fill shingle TRINITY I ERD STEEP SLOPE Use SIX nails and FOUR spot; of asphalt roofing cement for even, full shingle as shoen below. Apply asphalt roofing cement 1 '(25 min) from edge of shingle.:lisphah roofing cement nteeting,ltil'\I 1) 4586 71pe II is s1ig;(stcd. Hip & Ridge for Arcadia': Cedar Crest", Cedar Crest"" IR 1'(25mm) 1'(25mm)-- Cr Cr r, : r Figure J: live six nails and four slmis ofaslibirit ronfiug cenreni on sleep slolxs. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolasticm NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line Y. 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. tT p03 mm) (305 mm) sure 1, `15 mm Hand -sealing adhesive 4" 1/4" 3/4" 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-1133 Certificate of Authorization a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/05/2017 Page S of 12 TRINITY I ERD 6.6 BELIVIONT .OR BELMONT.xIR'+ Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. y SIB' (16 nm) PROI INA o Addlllatul ruds 11 required. I 6 0711) I See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. W 1 004, 0P0'0,0.r000A000IM r4. 111Apo 1- (25. Rocli3O Cemad 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest"" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18: Sbangle' Ridge. 18' Exposure Remove tape from the right side and fasten SECOND Fasten the left side 85/8ti/ RIGHT FIRST % LEFT Figure 17-/9: Installation ofSbmigle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticm NP1T"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization x9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 TRINITYJERD yx.,,e;r,,,•'., '+ X,{iq,...w.:.:'itN""tiiY.yk+"`•n' 6.7 RI AGEHOUSE SHANµG LE® A{NDGRANDMANOR LOW AND STEEP SLOPE STANDARD SLOPE Ilse five nails for every full Shingle. 518" 16 mm) I" 25 mm) T 8SM" 220 mm) Figure 17-4: Ilse fits naW for eiMfill Grand Alanor Sbangle, Carriage. House Shangle. or Centennia/Slule. Use: seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. llc , five nails and three spots of asphalt roofing conenf for every full Carriage (louse Shangle and Centennial Slate. Apply asphalt roofing cement I- (25 rum) front edge of shingle Flg"m 17.5). Asphalt roofing cement ineeting ,%STJ1 D4586 T)pe II Is suggested. R 101 10'OF'000'11I ; 401 25nrn)l t t Roofing Cement F#Qure 17.5. When installing Crand ,1lanor S7wngles on steep slopes. rise. seven nails and tbree spots of aspball roofing cement. 6.7.1 Hip & Ridge for Carriage House Shanglem and Grand Manor Shangle: Refer to instructions herein for ShangleO Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12.1 1--(305 mm)----(375 mm)-- --(305 mm)--] aroro sraa Q.a.,tiersunma ravuc>.trrmras I--1" (25 mm) Release Tape I.'(25 mm)--I -- NailableT Area LANDMARK TL NorthGate: 1 mommow1oll Figure 13-4. Use four nails for ever)' fed! shingle. WIDE NAILry. n 12" 14 314' 1r 1AREA If (305 mm) (375 mm) f (305 mn) I f "Ing limo 1' (25 rim) Upper nal We Y (25 mm> f aver nod Ine Nailing areas for low and standard *Paz (from 2:12 to 21:12) Nal beween upper ti Deer Ines as shown above. Exterior Research and Design, I.I.C. Certificate ofAuthorization a9SO3 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FLS444- R12 Revision 13: 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spols of asphall roofing cement for eceil, full laniinated shingle. see below. Asphalt roofing cement should nice[ snl D4586 Type 11. hppl), I" spots of asphalt roofing cemem uncle each corner and al about 12- to W in from each edge. METRIC DIMENSIONS 12" t— 143/4" — 12"— 305 mm) (375 mm) 1 (305 mm) LANDMARK TL 25 mm) 1"(25 mm) Release isP a 1"(25 mm)-- i Nail Area For Steep rx (25 mm) — — — — - (25 mm: Rooting Cement NorthGate: STEEP 12' 14-3/4" SLOPE 1- -(305 mm)-— (375 m NAILING EA I Nailin V(25 mm) betwee% TRINITY I ERD L— 131/2" i 131/2 343 mm) (330 mm) (343 mm) 1 "(25 mm) 1 "(25 mm)-- I I I Roofing Cement Flgum 13-5: Use sir nails andfour spots of asplxtlt roofing cement on steep slopes. 12" 305 IT 1'( 25 mm) 1„ 25 mm) Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark— IR, Landmark' Pro, Landmark' Premium, Landmark— TL, Landmark" Solaris, Landmark— Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 97/S 305mm) I (250mm) 1'-- 6' 415116'-- 1-- 415116 150mm) ( 150mm) I (125mm) I (125mm) 17 305mm) 1_ English Dimension Shadow Ridge'" 337m7mm) T 180mm) I t- Metric Dimension Shadow Ridge'" 7 7518, 196mm) Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorizatlon #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27/32' 2 4 15/1G' (12 (125 mm) Gentetuq Notch 13 1/4' f337 mm) \ Align these / notches to top edge of previous course NorthGate Ridge 5, (125mm) rTRINITYIERD 13 1/81,—( 333 mm)— 6 5/8--I4-6 5/8•- 168 mm) 168 mm Centering 131/1' Notch Align 337 mm) these notches to to edge of p 7 5/8' 19I mm) previous course. NorthGate Accessory 72- J 305mm) I Laying Notch I I figrwe 13.20: Use laying nolcbcs to center sbingltw on bips and nukes, and to locale tbo correct exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° Wi "' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9S03 6'" EDITION (2017) F8C NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 9 of 12 E QOTRINITY I ERD 6.9 PRESIDENTIAL SHAKE'""''P,RE51 ENTI;ALSHAKE'!',IR 'PRESIDENTIAI'SHAKE:TL'•"f PRESIDENTIALSOLARIS'"":= "yr, LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use Nne nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails In between the nailing guide lines, apply 4 nails I' Nailing 40" above tab cutout; making certain labs of orerl)tng shingle cover nalls. Guide Lines (1016 mm) 5114. 133 ntm) 14 114- t (362 mm) •— — — y — — —•— — — T 1' NOTE: Apply nails on painted guideline t Figure 16.6.• Fastening Preshknhal and Prat&ritial TL Sbake t' diameter asphalt tooting cement sbingles on low and standard slopes Figure 16-7: Farsening Presidential and Presidential T/L Sbaka sbingkx on skvp slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake— IR, Presidential Shake TLI, Presidential Solaris"'t: 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 mast 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/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest—, Cedar Crest'" IR hip and ridge shingles. Y. # « .,,` r kw i V: e. • v t ah+' s • s 6.10 'kIArTTER:;tif, t f34 1 r" a+u'"."; ,v::slicw, '')" yLOW, STANDARD AND STEEP SLOPE: I (230 mmmm) (230 mm) (230 mm) (2301tm) 9"— —9" —9"— I (230 mm) (230 mm) (230 mm) (230 mm)I t 25mm) _ _ 75 _mm)_-t J25 mm)--I - 740 mm) II II 93/8.. RooltnpCemenl— 2401mm) Rleue 15• 1. rastwias llaaems Sb1i lle s em merp&Np For steep slopes. use Die nails and eight spots of asphalt roofing Figure 15.3. lastening llallemsShingles oil cement for each (till Muterts shingle as shmsn abort. Apply I' Lmr and Standant.vtopes (LSmn) dkinieter <rynxs of rooling cement (ASMI 1)45861)pe If For low and standard slopes. use fire nails for each full suggested) under tarh etb corner. Press shingle Into place: do not Il:ntems shingle a9 slxnrn alxpre. c%pose cement. Gtrrio\: too match roofing cement can none shingles to blister. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization p9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras—: 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-14. 18lbree piece units separate to 1Habe 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mnl) I I I I I i 18--- jShingle 460mm) Cap Cap Cap Shingle Shingle Shingle j Figure 15-20: Cut Hatteras sbingles to make cover cap. TRINITY I ERD Fas\ems 203 min) 25mm1 v 2ao mini Figure 15-21: Installation of caps along bips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 t ki1"! + .- }' kA - • tf °' +rl - ,+ ' '"- v i y HIGIiIAND'$LATE'" HIGHIAND$lATEk" IR• 4^, r'' r' ``'. t< h..1w.e..,wcaov+r.•rri+•.t ra-v...,,,.a. _.x.:3,.,v' k.. .;-:':` _ ¢'.,: % .. LOW AND STANDARD SLOPE: STEEP SLOPE: r r —r r r— I R.7oM 1>70 m1 IT.0 col I i:i+J Yi' 7 OIImM 1_ Mmm•DMingMs SI%nW(two neiB 1'(25mm) in%W CrvtWM cAoi./ m dnnm). Figun: 11.3: Use £1YF, na&./or every HigMud Valo sbitrgla Use FIVE nails and EIGlrr spots of asphalt roofing cement* for each full Highland Slate shingle. For Miami -Dade, Sir nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. &sphalt roofing cement meeting ASTDI D45861)1)e 11 is suggested. I aa..p a o l fuo..p I tnoTl I yr• N ail. romi. 1•(i5 mm) P: mN 1%.i1t(MO Mid iM4Ltl aer orMr mw0doa -- RooM1ip Canerd Figu m 11-34 We MW roils and aigbl spoic ofaspinll rogj%Tg mimmI under curb Lab corm. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate—, Highland Slate— IR: Refer to instructions herein for Cedar Crest—, Cedar Crest" IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 QOTRINI-ryIERD 6.12 PATRIOTTM: t. t 4i1 7oYw„* F ` i? s. ;1?14. r LOW AND STANDARD SLOPE STEEP SLOPE Usc FOUR nails for every full shingle located ;Ls 5homi hclo\t'. Use FOUR nail; and four sliuis• of :Isph:dl roofing Cement for even' full shingle :LC shown hcloa. ,1splai roiling cement meeting AKl'JI U4586 Tqw II is sugge.,led. Apply 1'(Z5 nun) spots of asph:ll rwriing Sealant Cement ;u shown. CAL11ON: 115Cl: ivc a>e UI rwfing Cement call Cause shingles to blister. 6118' _ I' (15 rw) + t' (15 mm. -; 156 min) 333cr.) (M—) I11-) frtit `trt: ml ------ 1•(n cam IIS6+n1 I Tj-Roallnp C m nt- 1— 12-1:' --j— 13-IN -+- 124/r —I CUM) (M=) (3cem) 6.12.1 Hip & Ridge for Patriot": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6o' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 12 of 12 A 1/2/2018 Florida Building Code Online 90L7LtAA ( o71 liUy1J ° o VI BCIS Home I Log In I User Registration Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Links I Sear. dFlolida QD' Product Approval USER: Public User lKi..'a 'TT-P Product Aooroval Menu > Product or Aoolicatlon Search > Aoolicadon 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 Ext 2305 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 Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 199S Equivalence of Product Standards Certified By Sections from the Code https://vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 tI TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf ndependent Third Party: Yes CreMatu'r12328.E No. 15 UL Aspated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 hftp://www.tamko com Quality Assurance: UL LLC (QUA9625) SCOPE 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 TAMKOV Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt 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 TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKM TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofin Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture GuardO Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 aa& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G P'RY R. • pq. No 74021 53 STATE OF : J CAS; • • . O R 1• • . ,. 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 TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE 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. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. 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 TAMKOG TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOG TW Metal and Tile Underlayment and TAMKOG TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOG Moisture Guard(D shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOG ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days Exception- TAMKOG TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture GuardO Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO(& No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507 2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ttitills G•E.N No 74021 STATE OF CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, 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 /2/2018 Florida Building Code Online Business 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear bHolida Product Approval USER: Public User0 Product Approval Menu > Product or Aoolication Search > Boolication 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 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL # Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be Installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.pdf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 3792.2; 1730 Roof Louver [Aluminum Roof Louver Limits of Use) Approved for use in HVHZ: Yes Approved for use outside_ HVHZ: Yes, Impact Resistant: N/A) Design Pressure: N/A) Other: 1. Refer to applicable building codes for required, _ ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model' _ 730,750,770 Roof Louvers shall not be installed _on roof mean heights greater than 33 feet.,' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate' FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date) 08/16/2021' - _ - Installation Instructions; FL3792 R10 II Lomanco 700 Series --NOA 16051028.6df, Verified By: Miami -Dade BCCO - CER, Created by Independent Third Party:) Evaluation Reports, _ FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party_ Yes,, Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.12df Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.pdf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Baek Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floddabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXOwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(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 P/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 M AMI-DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L--------------------------------------- --------------------------- 4 ----------- 700 SERIES LOUVERED ROOF DETAIL B 750 SERIES LOUVERED ROOF VENT 9E f 4.11 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF %SO FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C D I 16 rM 750-S SERIES LOUVERED ROOF VENT I L _9 4 '' k NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 l r'7I r- r t 251 DETAIL D I 2?.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AYA_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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'/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 Miaht& IJMOIMADEWBJ COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L--------------------------------------- --------------------------- 4 ------------- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT DETAIL B 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 Miar i•aane counmr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C r., I I I DD 750-S SERIES LOUVERED ROOF VENT a'-' NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j r 1 d: .151 DETAIL D I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1''A" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/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 "kerl" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L---------------------- -------- ------- ----------- ------ ----------- ---------- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 MEN" MOM 700 SERIES LOUVERED ROOF VENT MEN" MOM 700 SERIES LOUVERED ROOF VENT r L DETAIL B 750 SERIES LOUVERED ROOF VENT A.. 9t MIAMMADe couNnr NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 11. CID tAr 750- S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 01r NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 rrr._=" _'-;^ ':^yz}:-`-i.a`:r_ =:>r...._: `l•.1,._>.%r4er. Ji 3c'%• z., K.: .`n..-- i; --sL'a'.!'v Busi'Hess-&=P:.o.f_es.,•io'n - l " at. _ - s=: yY.- x:s F' --•-== _ ''4; ':!V-"!"`sa`-,3 .D F,it.IDi'. _60U FRs" R 411'l1fGN•J;CiI CLGBP1t 13CIS Home Log In User Registration Hot Topics' 'Submit Su,'charge St.ts & Facts Publicatlo.s FBC Staff BaS Site Map Unks Search db • ra Product Approval Approval USER: Public User Product Meau >Search > Application Lis > Application Detail iti_ofFJCjwOF ThE O Application Type Revision Code Version 2017 Application Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the •• and/or Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparr(no@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Mlami-Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 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 Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.pdf FL158 R10 II NOA 17-0821.19.pdf Verified By: Miami -Dade BCCO - CER Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Eack rfoxt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1a24 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, eHectIve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FRS., please dick here . Product Approval Accepts:. rim - - Credit Card Safe M IAM I-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOtWIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODES ADMINISTRATION DWISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tiywW.inlatnidade.aoy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Comity Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 iJNTY {— Expiration Date: 09/11/20I8 BMW(( Approval Date: 09/28/2017 0 Z $/7,1 f7 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 91 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per 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.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 Systen:'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 1 &,Ze - elmy A. iVYakar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet I 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.E., dated March 24, 2003, last revision dated Allarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. A. B. C. D. E. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resoto•ces (RER). MATERIAL CERTIFICATIONS 1. None. Al,, Z 9L 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 414-0903.03 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 I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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 (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 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 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'e• TYPE 'A' STIRI 5 E iYPICJ r al It_Iw• VU 1. t, Oulu 1a la Y .,a"N •1 . a 4"' SOLID LINTEL DATA TABLE CiC3iltilta:.1..! slef3t• Ir r•,a r+..Lsr sc a r>[oiE rc riJCJilflltat: n.a<#lali dCS<llL1lS L+I A" PRECAST U-LINTEL DATA TABLE EPAi f rr''l/iiir 1 1, " -III"mil flmnmRun FTm®v13o, I CSi 3T:•7 rW r rrim t scJ DcTL.I t]Z'1 L7L S t•. rSCAJIL`r>.1r r.,ap•JDEII17r163i17IL7O' 93mod WFnfffsN?:.irWMDSyFMrffQN1DL14 GC`Al II7f[T1rLd!L'.1r'dm. FrW,i7[lr4S XFZ2rL! rryrlL'}7Fs7rLu!_ArarvcfTa race ran aramlrizursasar=urz rr rt. Rirrl mvalgO ra nrnE7G1rA.e..dma vrra=.*Ir."JRt•7n maarr nr rri¢Terrera.rars lr rar ler+c:!r l:utt tratarsu.:.rM-ar>M o gram ammimmr Pin rkmIFwmwiL'rri—ara90 rrtev a®rra.1+ Llv;as rri' as ctcrra lF r r.tmr..Ts Imc rr2a r r+o 12" PRECAST U-LINTEL DATA TABLE LvjWQaa*r5iW 1.1m]mGi Mp—p rll mrm®r?tnr:e v l®qz o, OEJ tBEr rYl7r LiQ Dlfil rJCIiLFL7R1r, r1Cl.r..•:„t}r=-rn a GGL 1/A. cl cttaUa m u:a rta:1::.Itc D E vcro raarm ryar.ar,m r rtsTm e;to rrayr.tEtr.Lalrtl.i::ma rta,sis•lra.r, L(Cf Q®tilif IFLas.' L iOC3t rlf.1L": mCi!]G'i O rr'L1iIr3FT.1rs3 r:..s3s!rmclrlra,u:.rlocs.w., 7rercm.>ta:rFa s::.11ao y 1O ro rnavr_3Ena arLr raset+ rticyrryo 6.C>i 61rL f!s,+,!.mCrAELamm a::a rus;a u rta_s n"EallamILAErr A..: .1- r: 3 Fy, + , 1/Y••rTP.FiR+Y YF•iiii.a.l y Lam, r7f r t1 h l. 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I. and Wrmi Ann Y.III.m FLOW TOOL 0:00 1, G PA a/// PRODULTREMSED CEN : BOOTS C.& th 1ltG Flai c Acoop:.nttiYoi -082 ,%g pRODU(.'T RCVIYOD O. 4 " 24' oa U. TG m o a rptp '1L11uPturta+ puff 9 Ido!¢ o j °' 03 r • S T F • * : u CGG• pl{OC IT.NO o ) 8 CRAIGPARRINO 0R1'DP' 8324CR579 om1fl GdcmT S'L4/ 1G.•' SEFFNER. FL 33584 FL.P.E. LIC.NO.44756 PRECAST AND PRESTRESSED LINTEL DETAILS rn[ rAJI rxret- IJ um rF. Jmb AIAWD scut AS 9.M oAm 3/24cram m Cm lARm rc. c7.lw= rani $11m, I or I c I FNERA NOT S q fa 0. 3 12' vectl tt 000Vola3000pdp lQMQmlaatv. r ASfIA CYOarcotollprmY. tLD psl15 mmla. to.reYEv Asw C typ. It m ° Al [ $dd.. bab f 6nW M i41 111 IAM matt 0. r.davd by 407I H tnaftp both 1. 4n a.. 1 I/2 1•eltes 3) R..wt tot mwb Y.d aW hind )dats The 40ow p kosl d. It. pfu9a atgmdicGal to E -c s% 14X rw'.d.e1um + 1.. ta°7 4 tbt42800 5) AY bttb met w Mud 30 dIwdk 1 6 mn dMd 4' Uo® eea Q I/ Woo, koYrr to ON meFnY W R.M. Mall" Cad. Scdwo Iw4.&1 4.J.l .s .YDFicvSls 4) Nt. pad 1ol.b a rc vYd. 4' " M I.W. t. be ltl:t.bd r/ 4. &D dp. bah. W td d' medm rvticd vidNttr% MW alwt aaapy .Yb w arthu.tarat 1) Tb. dalpa .r l cmW. cncmhded bob Yam Uw .6 UW W. by d. daGpz lnatmvammuavw rubt(o• m l w >bw of d-am I= w weof12) ratm mdc . « mbi AyOW '°eg .a,ch...I W .nt. so M D. daiv omf.A .1 WAls htc46 b GAc eawe6 I:lat.ary Volts d •d .o F g. acooirqofda:oo •FpW b oasfdr• dd ow ohASMC-02° ar I4) lhdtb bod.d umutl'ocomb rib vrGrdSra.7y ar wW m1 h.limt.l p.l.m0 Nob Chow w dwdal for W baiii dfl W" fdoti'9 t. Fppw " IW. Nad + AFFW hwh-W I.d S 1.0 Sao I." bd Safo w-ed bad 15) Fa cwapcet. Fill hdpbb nt a1w.a m t& b" km ad lot. bddd 6 m. 16) Fbr Odd bnplhs mt dw.a. c. wit bW ffam otd Inpl With sham I» Sd. bob at apaYrpmd d ...`I. bads 18) Sde bob boa n laO d d. ip n$d+ Fu AM MO aandvA13 3M 1/) magwitiI.i M... ab ( d1a. 1Muidd Se. bdar SEE SAFE LATERAL LOAD TAM FOR LOAD RAIM FOR EACH ADDrMWIL REIRFORCED CUU (ROM RU COURSE S- 11( 5 ROM FOR °' 1p RS IleCLR1YPtr. .. 14;5 REtM FOR 12" LINTELS GR40 or CR50 SAFE LOADS FOR 4" SOLID LINTELS CRrn GRAVITY TYPE LENGTH 4S8 X- 6' (421 PRECAST 1180 4'.- 0' (481 PRECAST 959 4'-- 6' (541 PRECAST 789 5'- 10'(70' PRECAST 460 6'- 6- (781 PRECAST 360 7'- 6' (90') PRECAST 260 9'- e (11Y') PRECAST 156 10'- 6- (12n PRECAST 116 12U8 4a 4_•r• UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 V- 6' (54' PRECAST 529 j 258 5'- 10'(701 PRECAST 407 148 V- 6' (7r) PRECAST 366 118 7'- 6' (901 PRECAST 280 87 9- 4' (11n PRECAST 187 55 10'- 6' (126' PRECAST 152 43 12FB 121`12 121`16 10) 84 . Rot Rated 'i w • '•L it) bAbDm 6fd add" rtbw to bo bected d w ballet .f W Wd Mt. 1 ; Y%.. '• ;';; .n• IIII PRODUCT Rb'VISGD BUB 6F8 6F12 6F16 a compift wllh the Fladd< h 4 .Y+ y,: i. L : Wweo cPaBnae T61n7 _ /0 8 2/. /$ Mv' . Udo'Y- i ::!,. •:.' . r. mnl=mK/o-wum By 1 • • • • y-. ....• '•. . ' i tsfi: '.iw ,:L_....Yl:i-y twarr or. ldw u J1 `•=.:"CS 'Tyr r,s. w cnw af F ta11 • • t .y 4;;s:j• • • 4.. ''•, q`.l i r:.`:.. 12F16- 2B/GI yva., Yr;"^" it Y:S'y>:•:'K r•w '` •. 03" 1001 rm.I M%fl •n '•:'1,^-+,sir .f' '•'r .. i;'S'w l rv: Mmll a.7 fat Ir l.ml3. Cl yam :, •. •!- Y•,.'. . wr 455 UAL 4S8 Y., i G m • 121`28 12F24 12F20 4 •. 4 v < ' T.nmpca fo tr law :'i. - 7<C, PRODUCT oUCTrmvplSIU) piwib DWld;. g Coda 15 • • J• • • • • • • : A. c ,n T •'''.,S S<NAL'.`'CtW PA. —Op Do -0 ORAIGPARRIrA Rouu 1` 110T4 R p M24 OR 59 Gta58F32 6F24 6F20 / 0*0 ro8f r Ala mml' r`. CAST-CRETE4", 6" & 12" LINTEL SAFE LOAD TABLES o Rli loos owes a ou> x in >aRIR Auwq seuc Ms. fbS;28 nAlEv 3 + CRIC to rt: QW paM F.L - 1tc. Ra 44751 1 0 A IZW. 1ue2 SM' i ar s SAFE LATERAL LOADS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELSSAFEGRAVITYLOADSFOR6" PRECAST U•LIAITEL5 FOR 6" PRECABTU•L84TEL9 4 " -n SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 8F8-1B 6FI2-IB 5F16-IB 6F20-1B 6F24-18 W20-ID 6FU-IB 3'-V (421 PRECAST 2332 2B76 3892 MIN 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 820. 9357 4'-8' (54' PRECAST 1654 1837 3633 5050 6148 7227 BZ97 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-8' (781 PRECAST 949 1078 1B31 MO 43211 6737 B297 9357 7'-6- (90' PRECAST 779 883 1459 2168 3151 4524 6654 9357 9'-4- (112l PRECAST 584 66D 1055 1523 2084 2795 3731 5D17 10'-6'(126' PRECAST 503 566 895 1270 170E 2236 2898 3747 IV-4-(136-) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(144' PRECAST 425 477 744 1042 1377 1769 222 2808 13--4'(1601 PRECAST 373 417 645 895 1170 1485 1152 2285 14--0'(1651 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 1 455 620 794 985 1198 1 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-B' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (54' PRECAST 416 609 344 V-10"(701 PRECAST 300 35C 198 6'-6- (781 PRECAST 263 496 157 7'-6- (9D' PRECAST 222 367 116 9'-4- (Ii:r) PRECAST 173 352 74 10'-6•(1261 PRECAST 151 276 58 11'-4'(131r) PRECAST 139 311 49 12'-0"(1441 PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-0' (1681 PRECAST 111 202 32 17'-4-(208") PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 4MR-4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-17 SF12-IT V16-1T 6F20-1T V24-IT 6F2d-1T 32-1T Y-6' (420 PRECAST 1412 2074 2715 3355 3997 W18 5279 4'-0" (431 PRECAST 1225 1800 2357 2913 3470 4027 45B3 4'-6- (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10%70 PRECAST 831 1222 16W 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 Y-6- (90l PRECAST 648 863. 1249 04 1544 w 1840 W 2135 (, 2431 9'-4- (1121 PRECAST 575 571 9130 1252 1492 1732 1972 10'-6-(128') PRECAST 514 462 787 1121 w 13313r,1551 17BS 11'-4-(1361 PRECAST 474 4046 6B5 985 1213 1442 1645 12'-0'(1441 PRECAST 454 35700 619 888 1093 1299 om 1506 13'-4-(160' PRECAST 402 308 516 736 908 o 1076 1247 14'-0- (1681 PRECAST 355 285 m 475 677 832 989 1145 17'-4'(2081 PRECAST 253 208 j 3311 476 585 693 ml 907 PA e) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCT REV1Sm 9m7ndiM Code h6 um Florida Au'P—d No O 2. (, l B Doi. Ll-z-lg xpi YLZ,I! , IIy PA ENSO . Q. 44 PR0DuC1'REvlsco B"llddtr, wwo TN leo ma;d, 1••, T 9F CRAlGPARR[NO AeocNarce No L>P1+uJoo U,ilo - 0 3 • o T Ry/r ?`/8 ss ' • R l • 83D1 CR 579 Q -/P 11I""1 voa¢lZ.a-C4.on'$ C\G\`• NALollsolE 0 SEFFN RSEEGENERALNOTES - SHEET 1 OF 3 33584 FL. P.E.UC Na44759 molkyl a of 1 1--CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 3 1 4 • KM W.I>S." D1JFi f/2{/03 GRCRFD E1: CIAID PA M P.L - I= 10, 4ml 1 oIIYA! a. U4511 SEER 2 OT 3 f SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 014-c" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12U8 t2T6-2B IV12-20 12FIS- 1N20-2B IM4-29 IV75-ZB 12i32-29 V-8' (421 PRECAST 3428 5000 5BM 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 HOBO 12755 14438 5'-10-(7CO PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q, 6'-6' (781 PRECAST 1383 1986 2679 4196 6421 IOD32 12755 144 7'-6- (901 PRECAST 113E 162E 2131 3218 4676 6756 9763 135244 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-0*(12n PRECAST 614 1043 1285 I 2515 N23 4334 5532 1 V-4'(1561 PRECAST 518 945 1162 1649 2216 2893 3719 4746j. 12'-O'(1441 PRECAST 45C 878 1073 1513 1 2020 2817 33M 4206 13'-4'(160' PRECAST 359 767 926 1294 1709 2188 2743 34094 14'-0'(168-) PRECAST 321 720 865 1204 1564 2017 2451 3106 17'-4'(2081 PRECAST KR. 4510 631 5310r.1141 142Bp 1750 2102 19',4'(232) PRECAST RR, 343 477 700 825 1152 f380 1609 11) THE MUM IN PMEt4f1 M ARE PEACEW OEAICNO`S FOR CRADE 40 FnD AM FMAR. SEE GENERAL NOTE Ra 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/ 2" RECESS DOOR UAINTELS iKtA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZM 12U6-28IMI0 INI4- IM16- i21tr22- IM26- 1211F3042 4'-4' (52' PRECAST 25J8 2942 5468 75B4 9540 1109 13679 15679 V-6" (54') PRECAST 2319 2740 5468 7584 9540 11659 13M 15679 5'-8- (68") PRECAST 1347 1841 3555 6395 9640 11669 13679 15671(, 5'-10'(701 PRECAST 1259 175E 3361 5954 9358 11662 13679 158 6'-B' (8n PRECAST 924 1430 2633 4415 6884 10 12573t,1480Q 7'4 (901 PRECAST 703 12W 2157 3494 5259 7922 9623 1132 9'-8- (1161 PRECAST 389 3 1451 2157 3283 4427 5417 6380 4) THE NW IS W PMMUM ARE PFRCf7Tf ItW RONS FOR GRADE 40 MELD ADDED MAIL SEE 4ilIERAL MOTE Na 4 FOR 121 PRECAST U41NTELS 4"T4M SAF LOAD PLF LENGTH TYPE 12US 12F8 RCMU 3'-6' (42' PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6- (54 PRECAST 1049 3922 2417 6-10'(70' PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 123 7'-6- (90") PRECAST 474 1771 914 9'-4- (1 In PRECAST 355 1326 58 10'4'(1261 PRECAST 306 1143 454, 11'-4-(136"') PRECAST 278 38 12'-V (t441 PRECAST 260 345, IS-4-(ISO) PRECAST 229 E857 278 14W(I6n PRECAST 216 251IT-4-(20n PRESTRESSED N.R. 16 19'-4-(232') PRESTRESSED N.R. 534J 130 JLL tlzKtm . Nuit 10 SAFE! LATERAL LOADS FOR 4'-4' (52' PRECAST 4'-8-,(54' PRECAST 5'-8- (651 PRECAST 5'-10'(701 PRECAST 6'-8- (801 PRECAST 7'-8' (901 PRECAST 9'-8' (1161 PRECAST PRODucr Ruv", 8t11 "h rHe tlor;y 7'iruion Chro antrot SEE GENERAL NOTES - SHEEi 1 C4 3 MEMBER Or PLF 2RU 12RFI 1295 3692 1213 345E 784 2236 747 2129 602 1716 504 1438 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4-21,4i"Is SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-2112F16-2T 12F20-21 12M-1i t=-2112F32-2T Y-V (421 PRECAST 2752 4281 15613 69J8 M64 9589 10915 4'-0' (48') PRECAST 2389 3721 1 4672 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5326 8347 7365 BJB4 5'-10-(7n PRECAST 1623 2527 3310 4092 4575 5658 6441 6'-6' (7n PRECAST 1444 2269 2972 3675 4378 5D81 5784 7'-6' (90') PRECAST 1287D 1767 3194 M05,111 4417 5028 9'-4' (112') PRECAST 1028 N 1171 2006 259009 3087 3583 4079 10'--6'(126) PRECAST 920 94704 1612 2281 2764 3209 MM I V-4"(136') PRECAST 85g pq MCA 14O4 1982 2441 202,3384 12'-0"(144' PRECAST 814 753 1269 W 1788j 2201 2616 3032 13'-4'(160' PRECAST 678 633 a 1057 1485 1828 2169A 2513 14'-0"(168') PRECAST 622, 586 rm 974 1365 16794 1993 2309 iT-4"(2081 PRECAST 434 427 695 964 1102 140 1623 19'-4'(2321 PRETAST 366 370 593 817 1002 1187 1372 1) THE e7R IRS IN PMOBNESIS ARE PERED trcDucnotls FOR CRADE 40 FTEID ADDED RESM. SEE GENERA MTE Na 4 SAFE UPLIFT LOADS FOR 12" PRECAST W] 2" RECESS DOOR U-LINTELS 4 Mrf- ah I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH - 12BFt 2f 12FF10 2 URFI4-1 12RFt6 2 251q.4'-4' 521 PRECAST 1626 2685 3746 4806 5887 2417 4'-8' (541 PRECAST 1558 2582 3602 4623 5643 1 a5O,5'-6' 58' PRECAST 1210 2042 2850 365E 4466 155 T-10' (70') PRECAST 1173 1954 2769 3553 43M 117 6'-B' (80' PRECAST 1020_!an1153831143802 914. 7'-6' (90' PRECAST 904 1226 2163,j 2776 M90 I1 B1 PRECAST 703 Fj 171 .1 1472J 2181 2663, J'-; - - • - • -.- RLQSM W PMENIH66 ARE PEREEM REIIICOW6 FOR E N S ' 40 READ ADDED NEM SEE DERMAL !DIE 101. 4 47 PRODUC REVISGD g.4 Wy Ivilh 0m FI"rWe F % ,* E fq ; VI: CMG A P4 Ro 0 03nD+Hp as/8 VO :`+` SPfFivSR 4 936130 a fill. 1j444+. hi h.E lt0.4uz 6 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FNf RAND mui/-I4 OEAFIt m RAEW WAOD SCAEG RE.S. DIM s 03 Ia m RD c" FAFsk Id. - Im Na 41151 ORAIIXk` Na Witt SHIFT S DF 3 M IAM I•DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. f NOA No. 17-0821.19 MIAMI DARE COUNTY Expiration Date: 05/21/2022 1 tSq / ZBIZo / 7 Approval Date: 09/28/2017 Page 1 I- LIOZ/8Z/60 :a;Ea p3AoaddV ZZOZ/IZ/SO :a;E(l uol)ujldxa 6i'IZ80-Li 'ON VON ioslnaadns uopaaS to tauoO ;anpoaa ddoD loals tuvySultadlg dq .ivgad s# .tof 96/£0/p0 PalvP ZS90Zj1V-p8# idodag uo.zloadsuj palf1paD IIIN 0I ddoD loajs uwySultudlg dfq •ivga1 p# aof96/TZ/60 PaavP SOZIZIY-h8# 1aodag uorloadsul pa f l a0 11?,W 76 dtoD laajs uuvg2ultu.119 dq dvgad l,# .roJ'96190/£0 PalvP 9086IW-68# ldodag uorlaadsul patfujdaD 111W g ddoD laals tuvy$ultadtg Xq avga•t S# jof96/SO/p0 Papp 61,1OZLY-fi8# laodad uorloadsuj patimaD jl!N z ddoD laa;S tuvy.Sultudrg rfq dvgad fi# .iof96/gZ/TO PalvP 7££99V 8S# laodag uorloadsuj pa,fi uaD jjy}l 9 ddoD jaajs tuvtf8uttu.lg dq ivgat S# •'Of96/6Z/Z0 PaavP PI96TAT-P8# l•todag uolloadsul pa frPaD 1RN S jaajsrdawv dq dvgad £# •to.(96/SZ/fi0 Palnp OpZ8L0-T II Z# laodag uoPoadsuj patfjmaD jliyy y dfuvdtuoD tdtdsruD ay,L dq puvdls -8urssadls-add rof S6/£T/IT Pajvp Sl£8-0Z# l.Iodag uolloadsuj pattlllaD jjyy T dfuvdtuoD utdspD ayl dq puvdls Sulssa.rls-add dof S610Z190 Pajvp SLZS-0Z# ldodag uollaadsuj paY!I i D jjlyll 7 tLtojvdogv7luatuaD ajjlnqoodg ualopylnos Ifq luatuaa .10f•966T lyddV palvp h# opg ldodag uolloadsul palfy.JaD ll!N 7 SNOI. NDI. UHal a `fvlliajLvw 'Q y•d `ouidavddlv.cD dq palvas pun pau2ls '•g*d 'ouuddvd 8lvdD dq padvdadd 'saSvd s-y `96/T T/I T Pajvp 'slalur7 yaul-g ala ij-1svo iof suollvjnDjvD. Z Td `oulddvd SivdD fq palvas pun pauSts '•g•d 'oulddvd SlvdD dq padvdadd 'saRvd 6P£ `96190190 palvp 'slajul7 yaul-g 91"D SOD .'Of suorlvpaalvD 7 SNOI.Ly Iflo'Y'a'o •a I'd 'uotuv71 yT ratfdo;st ttt r(9 palvas pun paints `L610£/LO PaIVP `9ZOL6Z 'oV podad `sa.uolvaogv7 rfoavasad pallddv dq padvda.d 'T6-6ZS-gW.LSY dad 'suampads jalurj aladauoa (g£) fo lvjoi 'slapoN pajll d sl9lul7 aladouOD passadjs-add puv lsvaadd uo 2uilsal jvdnxajf uo voda.t ls•ad •X sisa,L •s v•d `out.cwd $lvdD rfq palvas pun paints s-9u.tmvdp tfjoq 'I fo I pays 'g6/8Z/170 P91DP p# uorsraad 'L61LO190 PajvP `Td loulddv,IBlvdD Xq padvdadd ,,salgv.LPvo7 afvS laju17,,8-aladD-AWD, PRAIJ `8,L7 '01v u, IMG put? 'I fo T jaays '9618011 f PajvP T# uorstaad `96/LO/90 Pajvp `g'd 'oulddv I lvdD dq padvdadd ,,sllviaQ uollvoidgvd 1alul7 „g ajado-lsvo„ pall!) 'gad OJOU/mmi(y •I SONIMVH(l '-v IO'£190-960 `WAOHcIJV Sf1OIAAHJ Ug([NI1(131.LlWfffIS 2IDNa(QAa 'i MUI WIS aDNaQIAa :a3NVIa2DD ' 3O HoLLON auI Vsa a;aaa-;sea 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 klade 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on 1,Iay 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 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. Yielmy 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 81'Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. . By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A-"/,/ d elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTBER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Pfodels, 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 Alfiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L 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 SUBNIITTED 10. NEW EVIDENCE SUBAUTTED 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, 2017Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 IT-CRE T HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCP RIiVISCD PRODED RR coavyr a,rflhu: Plana. o comPlytag,,49, Oro FTD7hs ra\Te oa Cate s. iWims cwb o 2 .19 ARooptmcaWc Na 3 . pWtrNon DDtc of % B d PRODUCT RPNGNPD re amaJITMS,Aa ae lido I — 227.15 ADD O,La u m_ 1f1 Z, o 2 t 773 A` STIRRUPS2` oBARRUPS snRR— u •— rnl s R" PRESTRFSSED U—LINTEL 7/ 32'0 6A S IRRUPS TYPE ' 8' STIRRUPS `t I n Y Ll nR L ETAILS ll• L7e17]LlRi7f1 1(:'Y lSrIL'1 rJi] Y/.gojw mY7iEriWMW, ffr" EJ.D!,LI iD[i3::![C li[I Q1>l7 IdSSHIMSME ?:JL1Q1iDF3 6iCil naDcti3::l[IG9ii/L3L7 iGct•)S'J• 0 FItiI[ 3t%1f1h7DEr3.Z.IlFCE'iD:7fIlQ•:!L>IG]i 0 rirriyj123ik 1=1MA1 I® m r ry Um.i i zm 8" PRECAST W/ 2" RECESS pQQg U-LINTEL DATA TABLE L JIR3adCl11[7 1:T.r t^ I• ram' Y/tfi f i•I. itas l a:l trta RY. YfT ifG\T" i,A, 1nT; ttrv l c•o E7C/[ FSiil7G1 F7EL:'aLLL:J.T I'it/E7LSQi67L\ 0, K[ iG iItFG1i[r:Fl l'P>1Fl:S'L::l}91Y.,.F/ L•4 rTIQt cMAWArA sm+\l liar:Wentit gtxi;ua.©Qtti G' iil[iC[•7CIr[L'L"MiVIL1Ci'I..'1R1.4'!!71'i1 i•n C L''iI'JL t! KM. dWC',i[1CD L2ml 1° R0m, an rjou- rmw-m9c91dimmn! FnllIin uJ7 iT^. , rtr3:P OF m[ ti• m ii GALL W" u100Otu T7s', 1• IMS"L i' Is1 Ran WON ; L Rt M tA°E FA RICATION ]t00R .- M1'a p.tu u0 u stl yy per, nri •P .air. Ry A dt RrlTRnnCO LrHTfI R MFURCIHO UGt IA NATION MODEL R" PRECAST U—LINTEL DATA TABLE It ty 9Y.\iTf hL'FGitY yT.TSiTii\ R}, 177 RL(:?I;I a11!•1 YH4 iYi=L. s c cs>•r e cnvr I©cry SQ17[ 3fOfLfJ1 iL St]OIIii7Llf W47! cs¢ yr lLUMff a:"jljr"j7AfE Um.MLlao LYII1' t'PL•It!!L•aTLfB.L:`SRF1Cr VIfL`'llliL' vt IIMo AIlitLWAArm. Z=MlF"6jrcm, 1 FAI itJQt7 7rsSi Eil! R! i1 :! ! OCr7if 1.1 L3C F Ci Cd9 iSamrLL?o I) fEl 7[Fa3 I[ r>; sc•,L nLr s;:u rt3,- Lr rya rnA R"a Fpso I Ll ssr r.r,>nrnsllil a rFL•: Si ati tl f `.i3T.Li LF' fiS..J LFC`, 1[]1E7tYffL11 t:7L!]61YiLt l;' 3IFSdiE Ia rMvM& TAM1r Nvaunut is ram= Poo mwwot ArrL & tT IsAOTEC= RYcvmwv" &W CAM RE wwow= DR mnr& 1IRD THWT THE MEOR Mmnm C MUUT or cm-cKm um W. T. REAfORC0.o 'TE6i 7/32 W NIII A3101 N. Li !. W70 MU TDIAL IUiyttt a ttmtOrR ARc 0 RIOHR OWL to MU .Yth• 7/I. =H IRAI m 57M too-alAIATPR Ruzalss N0 R[ Wllllo is =Nno stain fltw ew OM of tax RlAoa M G24 FOR cunt ZVARD AM AIIL W. Of SUMPS . t. n101 MM RID MRW Cut MEL MM i Ammrt L OMM= 21' r.. t/to rs fogr FRmI tAnl ®' MtmoMay; F. • am ral Ml ALL SR¢ AST R DM UV" a u rMAM, or WLMWM ¢ mos ro Y OM rt[ti115] TORCL . Us, f CILM or c0=ft HAT tt UIID u = as rtnj9CCW UIR6 r 3ffAN= D CAot L 41WMI0)Tar R vmsw L, TO mm LWM Um oARRDt: F=rL E N p . 1 , rnaoucr uevlaa C040 rPWM4 y.; *_ Aeo:pNrtetNo! o o3.RY. Ual UAU •aya f G Eq0 CRAIB 6324 PARFM CR 6n fl t a Lvauat 0•' ,, FL 3 rr•'ALi; SONAL 1^NG\' R. C. N0R 7= 1 CAST—CRETE 8" LINTEL FABRICATION DETAILS R. tru 11 CC/DQA\ 1nAnQVn ANQRR7IASTAPRFRTRESRFDU-LIMTELS cwa frOlro' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 u&.m 1Fa n EF12-00 gm-r9 aF1a-m 6F10-4e 6F104e 8FM-11 um-ae 924-u eP2e a Ism ta m afs2 1t 3'-6' (42 PRECAST 2231 NS 3719 51a1 WW am 9502 I095t 3069 46M 61U 75(7 a974 f0A4 IUS 4'-0' (48 PRECAST 19(6 2st1 2751 3IM 4e90 2261 Tau a107 2593 460 610 7547 e974 m]t4 lIM 4'-0' (54 • PRECAST 1599 1069 2110 2031 3753 4571 5{DD 1M4 210 4375 6113 7547 M 10294 11a69 5'-4` 64 PRECAST 1217 1349 14U 1912 2m 3123 305 4246 In3 30l0 seas W7 2 a7S3 0127 5-10"(70 PRECAST 1D92 tlw I1R 1. 2090 2541 3M 3470 1451 2622 4360 7101, iw6 7151 MU 6 -8' (78 PRECAST 909 173e 11n M31 37a7 43U 5091 1231 2177 3430 5351 I= 10 9 ee23 7-6' 9 PRECAST Iu 1011 1721 2132 22w 2Me 3191 30 1011 1 2061 3599 Sal 6461 e472 9'-4' (112 PRECAST 554 I" 11W in 2m 34e1 2e19 3W 752 1245 ta43 2564 3493 n 5M90 10'-fi' (126 PRECAST 475 am an 1247 2093 27n 2103 2534 613 10s2 1533 2093 2731 4754 11'-4' 136 PRECAST7 J62 aet 645 um laid 2423 3127 40w 552 2146 130 1849 24M 3127 40M I2'-0' 144' PRECAST 337 54o A3 1254 Ices 2f93 25A5 3592 54o 5n 1134 16a4 2793 2M5 3552 13'-4'(160' PRECAST 2g6 471 765 1075 142a 1a35 2316 2563 AI 753 11775 142e 1a35 2316 2511 I4'-0' 168 PRECAST 274 424 703 IGM IMA III 2127 26M0 442 7w 1002 13M Ie17 2127 2130 14'-8' (17n PRESTRESSED NR 75 N9 l5t NA I 4595 753 371370 l902 M(! 24 2e17 712712 Ie-4'(I84') PRESTRESSED N R. 2 Im NA ru 113 MR Ma 442 710 1250 1733 ewe 2nD 25T3 n'-4'(2061 PRESTRESSED NR, Im 54 Re Im 7a 3w 540 9s0 32132a 1e09 541649tilw47 19'-4' (232') PRESTRESiEO NIA. Tm RR 7m 7 D53 420 760 I03w! R52 51I6 1 1711 21'-4' (2561 PRESTRESSED NR oil leg 340 milleta 1114 135t Hde 22'•-e(264) PRESTREM NJL Nn wt HR Kit7ia Im TO.5sD 734 1047 1 Iles IA1 24'-O'(2D8') PRESTRESSED U. tat lift 18 129 2so 4s0 154 ae( Iw! tea SAFE LATERAL LOADS FOR iLCCCC1111_I III'rCl C A-Cmt. SAFE LOAD PLF LENGTH TYPE 13UB BF8 RCMMU 3'-6' (421' PRECAST 1025 1024 1598 4'-0' (4n PRECAST 765 763 1309 4'-6' ,(541 PRECAST 592 591 1073 5'-4' (E4j PRECAST 411 1 411 745 5'-10'(701 PRECAST 340 339 616 6'-8' (7111 PRECAST 507 721 490 7-6' (WL PRECAST 424 534 363 9'-4' (1121 PRECAST 326 • 512 230 lO`—G'(l26' PRECAST 2114 401 1BO 11'4' (13e) PRESAST 260 02 154 12'—T(1441 PRECAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'- a (168' PRECAST 205 293 100 14'41' (1761 PRESIRES'SHJ N.R. 264 91 15-4-(1Be) PRESIFtEM N.R. 259 83 17-4" (208') PRESTRESSED N.R. 194 64 1It-4'(23n PRESTRESSED N.R. 148 52 21'-4'(25n PRESTRESSED N.R. 125 42 22'-0'(2641 PRESTRESSED N.R. 116 40 24'-0' (28n PRESTRESSED N.R. 91 33 Aim I I a I 107 ( nano 7:nR A^ PRECAST A PRESTRESSED U-LINTELS 4asn•400m. SAFE LOAD - POUNDS PER LINEAR FOOT TypE LENGTH 8Fa-R era-2r dF 2-17 vl2-27 VII-1T VIO-27 UZD-IT MD -a 9F24-7T V24-2T a72D-1T eF2e-2r VM-IT eFn u 3-8' 4 PRECAST 1551 2135 24 4394 52a1 IRY 700I 15" 2623 3524 43N SW 0132 70D1 4'-0' (48') PRECAST 1]® 23w 3060 815 6R3 6072 1323 taw 30SO 3e15 570 s3zj 6079 4'-6' (541 PRFfAST 1207 2640 2707 3375 4m 4711 6379 T257 2049 2707 3375 493 4711 6379 5'-4' (647 PRECAST Will 17 2ue 2W M99 396 45n 1010 nu 227e 2e3e 33SS 3951 4522 5'-10'(70 PRECAST in t517 20 NM JI!A 3M4133 921 Isu 20M 2593 3197 3620 U33 fi-6' (761 PRECAST a35 p, i407nel JU8ra 2321 U 2nDg 3251 37120 1D! 14a7 I Ie6D 2322 2790 1 M2 7'-6' (C0 PRECAST W l0 1124 U25 2426 2W 312e ra 717 1224 I624 5 242e 1 tea 1 3M 9'-4' (112 PRECAST 531 70e IU• 1474 1e15 2157 250D 591 eel 131e 1e43 It69 1 2294 2e12 10'-6'(128' P17ECA5i 576 16 I1e6 1411 0Js 2011 s3o M5 1150y IO2 17Lt oll 234e PREG151 444 6D4 AM t937 ia4 1513 1753 in 414 sm 1047M 1372 0 1N3 04 1215og 21117 12'-0' 144 PRECAST 47D 45e n4 93e 11 139 ism 47D sw 90 N4 1302 t5600A ifilaM 2o7s 13 4' 16O PRECAST Sad 507 7e3 4 1143 OnfaWm 421. 400 Teo t152 41e I 16e7 14' -0' (169 PRECAST3d4 356 5m 724 6e9 IU54 1220 jA 110 425 m 1013 135e 1 1512 1907 14'-8"(176 PRESTRESSED 239 174 S2o us ne ful Y(/ 395 a63 911D Ual 1310 TS4 15'-i'(184 PRESTRESSED 224 313 sea 627 T6a oil1054 270 31a 016 SO cm 1240 1460 Ge 17'-4'(208 PRESITtFSSED 1a7 2n 40 St 635 7t4 in 306 50, 74D I t271 1473 101-4, t2327 PRESTRESSED 182 229 YA 4 547 647 747 In 3429 523 e41 JOSS 2fl 2t-{•(256 KESTI USED 142 t04 M7 a 393 4eo SU rw 655 141 Y32 373 537 721 rA 905 to 1045 22'-0"(264' PRESTRESSED 137 197 2t5 379 462 545 QJO ag u1 223 355 513 on 111 J 6.. PRESTRESSED INVM 267 3 2 to 9-7 124 zo2 319 455 tw A Ind U) 1HE NUMBERS IN PARENTHESIS ARE PFRma RM=IONS FOR GRADE 40 SEE GENERA1 NOTE NO. 18 ON SiIEF..T 3 OF 3. U) 1H RELO ADDED REM SEE GENERAE NOTE NO. 4 ON SNEET 3 OF 3, 7'ADDUCT V PRODUL'r IZVVISM w magAyins %i*h 4h2 Florida mm01r1' S 9A m''Pltalda B.• bips r*Q& A3 x NIW, 13w1a; la4xa0 weayuceNo 0227•/5 22 D7 n p: JpAJffmLI5 ARE FLKaNI TRUUI:II(Rt5 t1At blow[ 4u G91F AL NOTE NO. 4 ON SIM 3 OF 3. 7QZq4 CMGPARRINO IIdalowvbL° 0 Z IL r SFffN j3 , at bwol 4.'•.<, Rl,• d\ EA R. 33604 q liTm1 + NR Td' 7C!I li`!1:T iCT7ilIP U4:<1:1> fI e L Ir.; allata a alla,ul:r tn7;alf*II7 1rrEl raa: ; I• IH91:UI:'iflQlMlt.f•l6i[9GS91 ifY!(1:YL-1: FABRICATION r r_ f iAL'9'..s.llit••„"3:: I i`.F.C. r/iStaD 41aa:r_1:4r/1ir:12 r 4:r-11 5 C] Id'[i4:1 1'k1'ialFil.77 `CY/6! J nlfyl'll7.lo=.l.rl td wIIIr6l f e•-. G• tIN91g1rC17:7a aa116Y1U;_ !•Yi Y/iLf ' GAFF r,RAVrrY LOADS FOR B" PRECAST w/ 2- RECESS DODR UalNTELS aa-4sara SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENGTH 8RU6 VA-w MF10-0B t'sFl 64TI8-O4 aRE" MM- 01--re aujo-Is wwm 41Fr6-t am -is me -le was -I 4'-4' (527 PRECAST 1635 1749 3353 3250 430 4I1 5493 7567 1531 3601 5206 6839 8060 147S 10193 4.-O. / r PRECAST 1494 1591 3033 2902 39a8 4946 b924 6904 1731 3690 5201 6W9 a060 1471 tM3 5'-8' (66' PRECAST 8b6 9w 1770 1716 2277 W9 3402 3966 117- Nil 4567 OU w6 7017 W11 L. 5-10°(70' PRETAST 810 e59 1657 iw0 2124 2640 3174 3700 1113 2342 4242 6a39 74 5708 ly 6 -8' (BD') PRECAST 797 901 182J 3120 504a 747 1445 mw Sol ts25 3120 6048 7113 047D 106 7 -G (90') PRECAST 669 755 410 2459 3775 3743 7239 6123 755 149D 2459 3776 5743 ON PRECAST 411 4 099 156a 2253 3120 Ml 3149 578 a98 1505 22SI J120 MO 609t 1) THE XUWBEBS W PARENTHESIS ARE PERCENT REDUCTIM FOR GRADE 40 mor ADDED REe'& SEE GFIIML NOTE NO. 4 GEi ERM MOTES n tdclx ad pal MOO pl ptalraad id c969 Fat ear oih w l a7r r0.ta+a xl Ku m ray. dr ISA pl . ldear4 A70f Aau W 4asYetl !c 507 A411 Ord. DO In rdnty. bw wa" 5/. AJRyI.. 11e4yfr01ryyryq yYa' w S yd5 yiaye, AIlt>o rt81rb"tC{ II s l loylf 1 I.n 1 i 1 I 1r 3) 1Varb M arlm 1.d d lot fig. 4) ih 0W. h pne7ra6 1.Cmin 14 post rds t 1. V. h 40 AM Fnmdc r-C i1 Id W.12-u W,bd - 64R a li): maKPA 4 1472 lA) - GS01 N 5) to OL'W mal w aced L%iW t "'a 4- d meek SAFE LATERAL LOADS FOR R- t.aaCASrr.49•• arms+hOOR tad imma SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R AMU 4'- 4 • (52' PRECAST 758 757 1164 4'- 6' (54' PRECAST 694 693 1073 5- 8' (381 PRECAST 408 407 655 5'- 10' (701 PRECAST 382 381 616 ti - 8' (80') PRECAST 595 788 464 T- 6' (90°) PRECAST 609 674 383 9'- 8' (1161 PRECAST 370 490 214 r SEE GEN&K NOTE 18 1z) aA A cda dadrydwi Sa I' b" brh. d u t b b M dau 13) N .1m w md.o d Id.S Itd.Id Is .dd7 . a!b tld hm mW" d aA— ey41d 4 .mat..+ M. AAY Pf26 . Or I= Man. 11 Mh bald .•raa'1' dT vah.t( • qt) ai 4 Qa1ac b. 6 d." ti w to U. mmaa uwa7 .t06 0. lmgt7 yrdfoR Wes aadad ma Nrud 1 W b.l ur4 TUU41 mm } 5d• haamw bat S IA to rw mr.P.s7. ONd cdoi at 0-m w r.S bw t-m viol lar kW alma 141 ra kld harm+ mi da.v, iL w1. I..d Ma. azd bqd bqm ftm In 3.A. W.& a. mFt"-d d.4bW lade 10) Sd. A* raad a r,Uwd dupe . ItA. w A01 810 .d Ag 311 19) Addibd Mual Ir.1 asap mrt 1..11irt Yr W l 1 r 11 pilot) Na1Foa1 anlmm7 mrcrd. rsm.9r7 ..1. Qg06 dpa Iha L 1d. Sm MA Wam im[ _ ft mms Wt A . 8r8 b+W PRODUCT 1tQ>E A4D waaaatr,/180 t.WdlcL UwvataeelmyN. Wit. YOGI a amlD$'b1 e9b tlx Plaridt C. W Tabs+ IW17.1 m aypOtmt SaddmO Cod. 1) Sha. M4 bw as miaA A.ayrmce N. -O 22 7) On 17 rdwr mq ti .tid0dd I.r IF. 15 aDmL 11T"2Mi 1) In.W.W /.I b-d d 1bW sd wa,* t W W-W=trdr .4dwdd.a.mWL N tn. Intryur mrr swYrl. re.rk w b.b b.r. (a ar. lad kwo 4 mAjr," amial mt db-.1. aq Ima lie. 10) HA - Rd Rdd It) ldlan 9tw dad raver k W Iw d d 0w 6n0am d 0. bw ..4 1/2• ClR TYP, SAFF IIPI IFT LOADS FOR 8- PRECASTw72a RECESS DOOR U-LTNTELS 4i41rn4s1cm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH I91F1- Ii W10=11 8M4-11 SRrlfi-1 tr MIF76- W10-11 Ha4- 2r auto GF14-21 mtE10- W22-V MF21-2 ma-21 4'- 4'. (5 7 PRECAST ia- t95a 2362 3058 J751 4445 6410 905 166a U62 3056 3751 4445 5140 4'- 6' (54') PRECAST 857 1604 2272 2239 3w7 4275 4943 867 16C4 2272 2UM 3607 42" 4941 5- e (66') PRECAST 878 t T707 2328 2a34 33a2 39t1 SIS t269 i79'/ 1J28 2a54 33s2 II 5'- 10"(70' PRECAST SS 12W 17411 2231 2773 555 1233 1748 2759 2773 6 - 8' (80' PRECAST 570 920 I 19a0 1429 570 10w 1530 list) 2429 j2V9 t 7'-6' (SO') PRECAST m 742 I3F . 17i5 218a 606 an I364 t76S 21669'- 8' 116') PRECAST 395 . 465 aa4 1222 1540 395 5w ton 13M ti ry 4l 1 SEE SAFE LAM LOAD • • , TABLES F'OAApLOM luaM FEW COURSE aw (RGdI!) PRODucritmimYSD 15 FEW Halt 'rlm the PlOridA 10 or GR60 aaa. N• b[ 01 . 1500Pd f) THE NLWEIER5 14 PARENTNESS ARE PERCENT REDUCRONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 TYPE DESIGNATION y¢ rF - RIM I®MM/V-LISM0 I w/71f0T OF %5 @'SAR AT wROY OF IUSIL Cop 8F16-- 1 B/I T j 1l OAll AT LTRD9D6T tF 15 DmYU110GF9 13aRLEAAM aw o t- 1le cam y CJLLL Jr9 CMIT PRODUCT JS REIN AT s02WY OF IOOR 01W4 41t.+• RESVISGT7 m eam0lyOty u•i0t tha FTaeid: IR w ROI tR tQYRR3) 7- 0- ACl11A l• WWK Lrrni DOdQ'r d. Con LRAIO PA"O 6324 CR 679 WRIER R. 33594 YR0IWOTIIOVtaBD ' DaV ml0,h1Hm tM Flak. Aoa. rmua.N..76_.,oa7. pZ Hrpbrllo0Ostoos"7 d TT7At.. I5G: 17:Cd>G urlTai e 713in;rIDYIt f: / BUD , LAITI• l6f:SfIQYiiD=1 E1G'lifi/1.:4'f' .• /''9 i4. "'' nrPftly2ri-7:tw4w,kif1: FABRICATION r ia ctri 19 2.T l LLira; c,r zrn w r l& MMh1_V'T1T ii6rrin:• - o ' fir. ram-.. t.r yr tr• - i a Q:•I MIAMI•DADE a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 MIAMI-DADS COUNTY PRODUCT.CQNTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wwny.miamidade.Poy1economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD46 L2, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I 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 nuunber and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misim 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 B-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. MIAMMIffifflMUNTY NOA te: I7-082 0181— Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq J2 81S6 j-7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmi,ing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fle rural 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. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, AE. D. MATERIAL CERTIFICATION: 1. Quality System"Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details"' sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Mnkar, 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.E., dated March 24, 2003 and Drawing tYo. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. ' None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHE+ R 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REN. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/13/2018 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By riarni-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 (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. Nlakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "V TYPE 'A" "RF f 44 t II I A' 1 LirEIlI VL! li:Ci7d7tl 4" SOLID LINTEL DATA TABLE YIFu>ilelt.1T^'orcm S, 1R:,. m W,r.w 1f3 rclartia. CQSiIi?lll S'JELQM F'6Yii lEtltl,i3'Sur V •- rL ii0l'.iQ PMA"4 Lf 1:llf5i KMMKt...f.1.., ugmlt?lLlf-:lLQ® R" PRECAST U—UNTEL DATA TAUE iawiig, it i .h.1111 f F-113 sma K r v3me c no 15" mmir ac',t volmr=lmmaa 11C @:Fsl W rF7SL:.l rt7EEFL..L7 G.r•CeL1 ttt• WMI.9NY9 iEl•[:1;: r, [raarriYa'rtlra rlV/.\ MLHr]S•_C1 tT 7rL'".II'd[7ilFSi?lr'S r:/at. aims 7. C7 ra[Vr1i'F7?elr'Z71•CZ•9O, rra ffTrms:ra r sarf,,,,,,rtSiCE9rA Imcmm EZF r'arrm9rri er.$ar tn RFesimn rFstsctmavru:_:rtt aca9 ipGll EFeJ riySi' ='J R"d7 r21!i Ji:eSl Rom'] O, rF el*®rfal.:arr r rF vrav o r rara anrr.Fmc rr._oeir rF•,erns r rra,orarrru.::FF ocr r 12" PRECAST U—LINTEL DATA TABLE tSGlr lLimmum rrs.".r"]llalw va '3* urt,s>. rFA T7Lnl'Srvssr_r'Lfraa mb maua rt:>.'.tr,c>rvc:t,.ocyr•rcro Wmr c srtau.: s-ar**res rr s.:rrFv®iaac;oFACLu3rrrtFan1[M-A" resarsma:rt'auas rlads:!oem e,u RII iF.1[FSS)•rFJ.t:9 FraartuwmcarQ,o ffiL'i1Q©ticfrFl Ifiimi 113wW,f1I6C•1 i ffr,L— T67lEitrft]L:'L J 4G1irt+:='.'[0i"t700SFYUm: F«a:tlrra s::.uDCIa r,.,r rFscrueyo a la+agarl,TL"]oscitrlL rF oevt0 6i¢yF]LiI1L'rF7 L":IIFm1lL.iFatiilL}t'fs::artuil:.u rta.=rmcy c10S rnorARrAR,r wrwowon IS rROlmm M FMUCr A"MAL n m ADiicIED rr CClruOtll W7 Aft cumin a UMD= OR OWRO . In10a1 LII ftIDR 1tiRIrM .. cASr-Cam v31. CM L arlevo 3 Ma. T/31 RAR ASTV ASIm 0% A AID 03 R[3,R A. LM"M ITIMMI . AII/ U D" UMW - DO rL CSACS SO A.t,Y "I' L Ma vA Ss,•• MUR Of nnV" R AM Aa CMWM SIWW L cm=m aRUAM ro - ..a r31 FOR u1 3 0= 00 U Wa rRml ua [a w 10[ IOK=M OAW MA MwPu - RO. Ir Ar'm ,annll r.. SON r33 ra 3 min ,RDUR ROxwr3 - A. flaw = nwa=wo GK rAKMT= ROM 91101R a K,Wu am CK" K cvr um OR DAn to It nm An arm R sum rav IACe W0. m, r AMR a mml Lw= Mm axwm rm0 row. t`• `u 11A - PRODUCT UNME•D 0 . 4 m tamoyina wnh 11.0 Fto,i G . CEN 0: Bandins Co& Accc.W DN.1 -o 'LL/g VRODUCT(k"'SFSD o.4 E'P• oo DRI" /B moo,nply o^ U, the MIJA y 1 B,dldQ tto! o o 03 gypp'. S ITF Q': 65f1D,tmau tc e324CAug O,`S/ONALfGC O` SEFFNER FL 335U MEMM of <-— PRECAST AND PRESTRESSED LINTEL DETAILS AA,.r VW7 W IHL IISLL[I CI4:i1-11 DAA1N it JOID Y AFJ4UD SUM A034Si I mAYM rolll SIM.. 1 DY I i 9XIE sm I) YoWNa1s It Ench egg n mpuoprwM .0 1100 mntd pvASTU AtAMUJC'n0 ;7 5 or s 2) At of. boil tall. brd an .Yd=m 4 bch cm" b-4 F3ssnS Is5 mmt lb. fides d1! IYO G 6.f 9 kn% bb tM UM a 1/2 bdm. 3) Pmwu 1.1 mrl.r b•d add h.od j.ML 4) Th. Mmbu In pmMAb ob Fddadea 0r puad tuba:Um far pad. 40 DM .ddad r6or. aa,Wa. ./ 14% rad.aiM + 144E f(iiS 172E 147Dpg 5) AI FoUb mW or .scud L/360 dd'Mf]rCtla15.6• Wel Wel ef° 0 12FD fi-4• G Imger rada •r . and L/10D dddlae, Ca .. 9ccGGw 166DUI m' tb FLMa "a" 0) shore flied Web m r.gdr.& 7) 4' said W.b to b. Herd •/ 4• imrciw bab.dd .+d 6' c,.a.9n. 0.a §,.La1M.rd%a atructud d.camdcdaW.l m..t a py •ah U.-tA.Wrd i) edatldaogUroy nmodnrmsuirtM mem +L aid= *L oM fro. y o< a d auppcM1. 11) or l Wo 40 qecemodd.Lblgb an ilcalld ddd+aaM s-I .tong nal•u id Ib rds 13) TiA Iliew odm d a bb InAded In .duty cowds owam I.% old Lan 0 000ti gp of do= appal D ( •dh AM D-M apol Qaomd mU* 14) b .1Ndd°dt» a iane"e w'aa w d .d°y d5ti• f.-0oripeq+k!•c AFM mica) Ind + lod[e.ld l.odlad S IA US w9ad God Sd. Mdmnld Mad 15) F6, aamp.& 0dJ bel0b, mt &Mr4 ea• sch lo•d Gam Dail low WO dons le) Fa NO kohl. Ant &ffl-6 I-- aab bcd tram nut (vqut I.r001 Owl 17) 3d4 bed. a• .upedmp.ud aioatlb I..da. 18) sofa Ioade band en rAord d.dpr on*31. par d0 530 aed AO 31L if) AddSwrl Mlud bed capeu'bl .an b a¢hhrd Oi IM d.s4ner o1' WMCYK addil.nd rabdarxdmnaeLmasarqunY (Kcal) clan 0M i01t1 k. d dtl bdon s •."! . SEE SWE LATERAL LOAD IAMB FOR LOAD RATYNC FOR EACH ADDMWI REINFORCED CUU (RNA L•p';s;aT7" RILL COURSE 1 5 REM MR 8' LYRELS 1/ 2' CUR TYP 2; S5 REBAR FOR 12' UNTFLS CR40 of GR60 SAFE LOADS FOR 4" SOLID LINTELS 4"-- 449" GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'- 0' (481 PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- 6' (781 PRECAST 360 V- 6' (901 PRECAST 260 9'- 4' (11n PRECAST 156 10'- 6'(126) PRECAST 116 12U8 Cws 14-m UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y- 6' (421 PRECAST 687 371 4'- 0' (48' PRECAST 597 320 4'- 6' (541 PRECAST 529 258 5'- 10'(70' PRECAST 407 148 6'- 6' (78' PRECAST 368 118 7'- 6' (90' PRECAST 280 87 9'- 4" (1121 PRECAST 187 55 10'- 6' (1261 PRECAST 152 43 12FB 121"12 12F16 10) MR - HA Riled : r,. r , •+• • . 11) ° otb m (LLd We.W mbar la b. loccled d U. We. d IM idd c ft. e: j; ... ' • • : "" • r ram"; w PRODucr101vLsm am. pl3inp vlth tl.: PI Mdr 6U8 6F8 6F12 6F16 vino Q'RVI" TYPE DESIGNATION "• r r. nua a aou / o - umm 8i - .•-' j".. ' f • , • a i -•', t' ; ;.. rat° 0ar v tCm • • •r_i ^7-1•' .a: ' r r'l:,,F 'v 12F16- 28/2T.;$... :r;: a•/.4'_ .r.4?•;; i r, . ,.•:,.. ,, i aaoa .m•J J Laa4mrvA f -rr >;w .?.. .'i: t"''a:. i';T'i j tq RCLND rM IY ¢ma r.1 3 rm®rmrjy : .. •'tip: i4:?i::; '. ::"'• ''•:.lii•:,: ,. i Z.. 1-yr ann • ::' ,i: ;': S'. i'ii.P%fi'r `ui: ...•. a• 3 ::`: _ :1..; : 1 is • — caa 4S8 t. • G pl, 12F28 121`24 12F20 am PROp11Cr • ftL' R53;n o . "•=4. jr i rY umv)j Kevin w r ueg:". •• ::1 y ; ) * DwWaoidmi pl) i.iwiN Du Ptor{da A: : •b ytCoda amou roi..a• S7 TAccepimm t t d a n troa • • • • ' n - " CRAIG PARRINO H.L-eIb D io ¢ - 0 A8tY 1401@4AL MDiH " ' O R l0 , C1.: 6324 CR 679 n 56 6F32 BF28 6F24 6F20 r?asS 1:' ALNG`.` RSE-1R 3 uc a —CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Alcplmi 6/12114 na>a = pi[ UZ DR9 14 ouu P. AM AMID I SCALL• MIS NG=h 81 WE• 3/14 MAD i7: 249 FAIRK P.L - 4LG. K0. 44VU DUS UMM U4612 SIRO 1 Or 3 SAFE GRAVITY LOADS FOR 8" PRECAST U-LINTELS 4-4am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60 6F8-IB 6F12-IB 6F18-18 6F20-18 6F24-10 6F28-13 5F32-1B 3'-6- (42-) PRECAST 2332 2675 3392 5050 6148 7227 8297 9357 4'-0' (451 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78' PRECAST 949 1078 1831 2850 4328 6737 6297 9357 i-6- (901 PRECAST 779 883 1459 2168 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6-(126j PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1381 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(144') PRECAST 425 477 744 1042 1377 1769 22M 2808 13'-4'(160J PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(16111 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4' (208') PRECAST N.R. 2.99 455 620 794 985 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 N rr 3:2 SAFE LATERAL LOADS FOR 6" PRECAST U4JNTELS 4MM-4 " SAFE LOAD PLF TYPE LENGTH 6U8 BFE4 RCMU S-5- (421 PRECAST 587 1055 596 4'-0- (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (112' PRECAST 173 352 1 74 10'-6'(1281 PRECAST 151 276 58 I1'-4-(138) PRECAST 139 311 49 12'-0'(144') PRECAST 131 277 44 IS-4'(16(f) PRECAST 117 2.23 35 14'-O'(16n PRECAST 111 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 R110- aY. SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS C"M-4-M SAFE LOAD - POUNDS PER LINEAR FOOT ENGTH TYPE LENGTH—__, 6F8-17 6F12-IT 6FIB-17 6F20-IY 6F24-1i 6F2B-tf 6F32-IT Y-6' (4n PRECAST 1412 2074 2715 3358 1 3997 4638 5279 4'-0" (487 PRECAST 1225 1 SOO 2357 2913 3470 4027 4583 4'-C (54' PRECAST 1053 1592 2084 2577 3069 3552 4055 V-10'(70' PRECAST 931 1222 1 1600 1979 2357 2736 3114 6'-6' 0' PRECAST 723 1097 1437. 1777 2117 2457 2797 7'-6' (90' PRECAST 648 863. 1249 15" j 1840 k 2135 O 2431 9'-4- (112-) PRECAST 575 571" 980 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462 787 1121 133 1551 1786 11'-4-(1361 PRECAST 474 404 685 985 12131. 1442 1645 12'-O'(1441 PRECAST 454 v 387 ro 619 is 888 Is 1093 1299 1506 13'-4'(160') PRECAST 402 308 516 j 738 j 906 1076,j 1247 14'-O'(1681 PRECAST 366 2135M 475 677 11) 832 989 1145 17'-4'(2081 PRECAST 253 203 338 476 585 693 803 U) THE MUBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 PRODUCT RAVISFn RciW'ng Cu& d•.o Florida Arnytn tt F4D 2- O 2I. I B Gg7i iqq D]IC Ig a n1.1oyMmttlD 44 E. ompt - yvts 4L•. T 1QF 1:IY Ae°`of,w -o o3.oi yo / J• CRAIG PARRIMO oySR16324CR579 S NA SE9584 on 1FFNERLFL 9R. P.E.UC-NO.44756 D- CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLE FAI DAIS, CMUI-14 OG IT. Im+AA ALVAUD sCAIFa &13- DAM 3124/6I CDCCKED Vt CRAM FAMO. F.L - AER A0. 447% 1 DAAW1 M L14112 SHEET 2 OF LOADS SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS cnSAFE44 oocreRcr IJ [MIIMI a SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4_m4iefn SAFE LOAD - POUNDS PER LINEAR FOOT LEN07H TYPE 12UB 12W20 IV12-2B IZF16 12F20-2Y 11F24-28 IV28-28 11A2-2B 3'-6- (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 IZ755 14435 5'-10"(701 PRECAST 1612 2320 3218 5234 1 8487 11060 12755 144 , 6'-6' (701 PRECAST 13M 1986 2879 4196 6421 10032 12755 144 T-6- (901 PRECAST 1135 1628 2131 3218 4676 8756 9763 1352$ 9'-4' (1121 PRECAST 195 1216 1535 2230 3083 4167 SW 755 10'4-(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 1 V-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 458 878 1073 1513 2020 2817 3333 4208 13'-4-(160' PRECAST 359 767 928 1294 1709 2188 2743 3409 14'-O'(168') PRECAST 321 720D 865 1204 1584 2017 2451 31061 17'-4"(2081 PRECAST NR 451,1 631 M 531 M 1141C, 1428D 1750 2102 19't4'(232' PRECAST MR 343 477 D 700 925 1152 1380 1609 4 i Yty SAFE LO D PLF LENGTH TYPE 12UB 12FB RCMU Y-6' (421 PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-6- (7fO PRECAST 579 2167 123 7'-8' (9n PRECAST 474 1771 914 9'-4' (Iln PRECAST 355 1326 580, 10'-6" (1261 PRECAST 306 1143 454DA 11'-4-(136') PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 13'-4-(1601 PRECAST 229 857 278 cm 14'-O'(I6n PRECAST 216 809 251 17'-4-(2081 PRESIRESSM N.R. 633 16 19'-4'(2321 PRESTRESSED N.R. 534 130D J) DIE W MIS IN PAREIQISSS ARE PMW I!FDUCMS FOR ' = IiLVIN1L NUIL 10 4FAOE 40 FUD MOM) REEVE SEE CENFAA ROLE Ra 4 FOR SAFE GRAMY LOADS FOR 12" PRECAST w/ 2' RECESS DOOR U•LINTELS 12' PRECAART w12T RremERALD[ OR uumTEL9 4MM-44MM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12MB 120-2B wiD-2E ivnME 12RTI6- 022- 12RF21 12AF 4'-4" (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 ISM 4'-6" (54') PRECAST 2319 2740 5468 7584 9640 11669 13879 15879 5'-B' (687 PRECAST 1347 1841 3555 6395 9640 116M 13679 5'-10'(701 PRECAST 1259 1758 3351 5954 9358 11669 13679 6'-8' (80) PRECAST 924 1430 2833 4415 6884 f f 17&R 7'-8' (90' PRECAST 703 1203 2157 3494 5259 7922 9623 9'8- (1181 PRECAST 389 843 1451 2157 3203 4427D5417 n TK tMiBFJS D PAD]DIESS ARE MWEIG REI=YS MR MIRE 40 I M AOOEO FfEM4a SEE GEKER& RODE Na 4 C- 4-mSAFE LOADPLF LENGTH NPE12RUB12RF6 RCMU 4'-4' (52' PRECAST 1295 3692 258 4'-8'. (54' PRECAST 1213 3458 241711. 5'-8' (68' PRECAST 784 2236 165 5'-10' (70' PRECAST 747 2129 155 SW (801 PRECAST 602 1716 117 7'-0' (9n PRECAST 504 1438 914m) 9'-8- (116' PRECAST 355 1011 9" xL ULIMI9LL nVIL 10 05PRoaucr RP VL9,p 901 wily Iho Ronde n P a hto -°821.IB gY B Md. SEE GENERAL NOTES - SHEET 1 OF 3 4 MM14-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F5-21 12F12-2f 12F18-21 12T10-2T 12F24-11 V28-2f 2F32-2T Y- 6- (421 PRECAST 2752 4287 5613 6938 B264 9589 10915 4'- 0' (48' PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6- (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10'(700 PRECAST 1623 2521 331D 4092 4875 5658 6441 6'- 6' (78' PRECAST 1444 2269 2972 3675 4378 5081 5784 7'- 6' (901 PRECAST 1267,j 1767 2,% 3194 36061q 4417 5U28 9'- 4- (112-) PRECAST 1028 4 117 w 2006 2590 3087 3593 4079 10'- 6"(121f) PRECAST 920 947 1612 2281 2764 3209 3853 11'- 4-(136) PRECAST 858 p 829 1404 1982 2441 2112(.3364 12'- 0-(1441 PRECAST 814 753 1269 1788,j2201,j2818 3032 13'- 4'(16DI PRECAST 678 w 633 1051 1485 1826 2169C. 2513 14'- 0'(16Br) PRECAST 622 111 586 974 1365 2309 17'- 4"(108') PRECAST 434 427 695 964 A16791993 14021623 19'- 4'(2321 PRECAST 366 3701 593 817 1187 1372D 1) THE RWRERS IN PARD9111ESIS ARE PERC6117 REOUCEm6 FOR FADE 40 FOD AMM IIEa1R. SEE M M ROM Na 4 SAFE UPLIFT LOADS FOR 12'PRECASTw/2' RECESS D 0 0 R U-LINTELS 4 MM14mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12fF6 2T 11RFt0- 12RFN-! 17RF18 2 I7Rf22- 12flf26 12RFi0- 4'- 4- (52p) PRECAST 1626 2685 3746 4806 5867 6928 7989 C- 6' (54' PRECAST 1558 2582 3602 4623 5543 6564 7684 5'- 8' (6n PRECAST 1210 2042 2850 3658 4466 5273 6081 5'- 10' (701 PRECAST 1173 1954 A 2769 35M 43M 5123 5908 6'- 8' (801 PRECAST 102019 1538 2426 3114 3BD2 4489 5177 7'- 6' (901 PRECAST 904 1226 2163 2776 3390 4003 4617 I181 PRECAST 703 771 j 1472 2181 2663,4 31454 3628 PRODUCT RF V ISBD Dotl" C.DwIRurlda q Awapl. Ioa No 0 0 ° 3 1 CRA( GPARFlIND 6324CR579 SS/ OIVAL0Go' S(:FNEFi,AL 33%4 Dob n A,, I 4omin 444 FL. P.E.WXb.4ME; w-CAST— CRETE 4's, 6" & 12" LINTEL SAFE LOAD TABLES Fu ". oms_?-_ i4_7 OAAMR Sf7 40RW Awyo I SML• ILFS. WADERS IN FMMI EW ARE PER= F'dDUCROl6 FORENS ' , 4D I= ARCED REM SEE CPMPQ ROM Na 4 i 447 T E FI T MIAMI-UADE i NIIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DNISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %vww.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically 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 H)elmy A. Malcar, P.E., M.S. MIAMI DADS COUNTY / NOA No. 17-0821.19 NINEMY-I, , , f / Expiration Date: 05/21/2022 09 f Zg j o 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 91 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexatral testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. 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 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 94 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. my A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for 95 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Allanital for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t/, 14 - 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, RE„ dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. 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 012-0209.13 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 Alliami-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 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 (RER). E. MATERIAL CERTIFICATION 1. None. K OTHER 1. Letter from Cast -Crete USA, Inc., dated Azrgust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Malfar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 0928/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 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>' elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 5 Cast -Crete USA, Inc. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. IL4 //, /V elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 1-I I c ` u3af^");,:'. :% nib iv^7, Yi• +•"'-'t I I 1 1 1 I I IsKr1 ':',•-^.. fs.1 r" Ir) \ I I I I f I TYPE 'A' STIRRUPS Y 7/3R"¢ BAR n STIRRUPS STIRRUP DETAILS rciu. 6TJ, PRFSTRFSSED U—LINTEL 7/32"A BA STIRRUPS TypE `8" STIRRUPS Y Ln 5'-B" LINTELS, F3ii;Trli73:n1: l r Ss Lo l 1i7Y[t9:;91a r/aY[l':6i}:r!' 1S r.' ter r-mvca::u rvr r rt. iESCti1 0i3F/VA"EU 17i1GSit/Efi.;lQfciLt fci0 6ACftIEE61T Ef'F7 iL=i[[.31LZWUAkJAE3 L76CEiiDc•'WIT]10EILiO II-L,1dTM nATA TADLC i i,ITir"a'TT QIi iTr i s r a:e Iirftm MMALMEY[I'Jl.7L\! E3CYYi C111L•T.Jrlfilal'L"^.,1;!'w'r?'V IC FIIS![!CL[34t1lil I RY:TVcYl::L•+G[7Ap R!C'>IFiC'it Qii 3 flitlaf.`ai3'::+ILT.'7rn, It/tYL" JF1Cccii©©v 9G'If]L•itE3QY[.*FZ!!'ii fLL"'4:11!!,'fL:^TFf•i•[7LTt! iallGTa[:.lir mf3:J•f i.IJR K;r r r•+PJ!] O rralQcsrt[.niva[r I• avr.,riaTi r r'c s[r R" OPPrART u-IINTFL DATA TABLE r' tAr1.i[l1:LiI:F u YEi9:G1;[ r,[ l H•17 1fi%Y•Yi Z fid liiCr.1Gl1a IF" IFt+'7@1iDiti 3®CrII!! f .L,. r I... gr E)C}I SIr.'•!!LL'T'.]L'i63iVtJc!_:]L]Gata4 O 3p(1[TlflL'!•TL!',iiLL'iFJGliVct!'.: EF71f rI C"F7ffmI] tFirCZiL/LTIt il•WL10 f,L•i[1C31E1>•r'. li7G]L F/ EzzmImt! mesacxrnmmmr:s acyr r Fin ran m mm rya r a,a o rrfaslK"rsRrEuMu a Eam em-i p3C3r>T>LIISJIQ1 llEr liL'9tomobcLe t>• iF 9rAF[rJr.[Lnm ir W"Em" LIVWX63a lTe! sLlfmLlrc7 tflG1tapgc Lt7 Tw rROm"m ruvwTWR W nown FOR /rOKM WMAL IT Is rtOIECTED BY CQFfWVT LOIN ANC CQ= Q RO'Ra""M CA O'7T WW I. AMC&=.1fM; -F/n WL A31U Al WI A ('% f. Y010 UM SOTAL RWDm or 212W: AND rf tmfa 4WE 0AnR A°ih-1/1° RICH Ammo vxLmoeosiA1r110 FR°R rACN 010 CF IXc Ruw*kmW CAM ra CSALIILc DOW. SIOY Loff-IIEI "CH rQr1taw. ro, or rITRom . 1, THat TIE rnARoA3rWAfILL 01RIJETE ARUWWi /.. WS r9 ICa r tDRrot. LmocL rlota a rlWLor ma rLano W"03) l'.. "M F31 (0a ALL nE AOLI [ACN OD. L Z PaIALo° or PMPgq r m now PER3. NIGAf m ums. oo.Tq or Cox=c w rc U= W LRLI Diu" rt:ATllzr 1WILS . 4ro a IF Cr "mum Ulm Ammom GOr 6 AIRYFDW.Ep44oTRL MrrltosLD o ff]LFr Lq= ANo NArwrr: MOM PRDDUCTLLCVIBTa) UY R0md ir4 roL- 3N41L9r PIarWf C*40 0 o3,f2. Ar: CRW PAARLYO nr a r' 4s 0NAL'N i+`' ' FLP.E.LIGN0.44755 CAST-CRETE 8" LINTEL FABRICATION DETAILS tnr 1 nAne CnR A" PRPI:CST R PRESTRESSEDU•LINTELS wsn 4sen+' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENc3T14 ua oe w- n 5F12- 01 eFl2 m eFle W aF1i n 1i20- 09 eF2o- u 6F24 ce eFx4- le at? e oe errrfe eF32 ae uu- te 3'- d" ( 421 PRECAST 2231 3aa! 37u 51e3 77 50s4 I502 I01a1 3019 46m 11U 754517 0074 OI41 11199 h-0' ( 481 PRECAST 1966 2s47 2751 312D 4t190 sai Tau Alm 2493 JUG 11113 7547 1074 IM94 111M 4'-6• ( 54 PRECAST 1599 1061 2110 2231 37M 4571 6400 IM 2109 4373 1113 75Q to 107E 10294 IM 5-4• 64 PRECAST 7 1211T349 1438 1=9 2550 SIPS Si51 4219 tool 3e10 5365 IFFMA 7342ftd e737 TOM 5'-10" ' PRECAST Cro7 T002llos 1t73 1831 2010 2541 30G9 34T0 1451 n22 C60 7161M am 7131a, Mnfm 6'-6' ( 78' PRECAST 123e 21 3W1 3707 435! 5011 1233 2177 34e0 591 1660 14179 11675 7'-8' ( 90 PRECAST 7 7, loll IT24 293E 2205 299e J191 3{05 1011 17211 2011 M 54e1 0467 Ion DA 9'-4' ( 112') PRECAST r 114 1140 1425 1514 3!r>e 261e J302 752 1245 150 2564 305 5II0 10-6" 12 PRECAST 475 1247 2993 2777 2163 tx3e 143 lost 15:D 2043 2111 4714 I7'-4' iJ PRECAST 362 3/2 941 350 114. 24D 3127 ON 552 10 I31S 1646 24M 3127 40M 12'-0' 144 PRECAST 1 337540 873 1251 Ism 7193 2005 355E 540 07S 1254 IF6{ 210 21015 333E 13-4" 1 PRECAST 296 471 755 1075 142e I= 2316 2353 471 1425 1636 1315 2501 14'-O'( 16n PRECAST 279 424 ot 1324 1657 2127 2170 41 0E 1324 tfl7 279 2D0 14'-8' I Tbt PRESTRESSED NR rw Im 4az Ira w1 R1 45fl 70 1001 7245 7517 27@ 1NR 8'- 4'(184j PRESTRESSED N.R 41 8 lu NA 417 250 737 73 21oe32 i]20251717'-4'( 208 PRESTRESSED NA, t to 5D m 32fII0lug111929619'-4-(2321PRESTRESSEDN.R.NR NA KR NR MR MR735 50 1037I2e21516D1921'-e( 2551 PRESTRESSED NIL Ito on 815 Ifu 1359 1410 22'-D"( 2641 PRESTRESSED NA. to H64 Ra 1411 KR 1 530 704f0/7 11D9 III! 33Im 24'-D'( 286') PRESTRESSED RR lot 75t IN Na 7W 119 23461 2SD 1450I554 I 104 103Z 1223 SAM LATERALLOADS FOR e A3rnr4 a4. se' SAFE LOAD PLF TYPE LENGTH 8UB 8F8 R ;MU 3'-e ( 42•)• PRECAST 1025 1024 1598 4'-0" ( 481 PRECAST 765 763 1309 4'-6• •( 541 PRECAST 592 591 1073 5'-4' ( 84I PRECAST 411 411 745 PRECAST 340 339 616 6'-G ( 761 PRECAT 507 721 490 7'-6' ( 2n PRECAST 424 634 363 T-4' ( 1121 PRECAST 326 • 512 230 10'-e( 126) PRECAST 284 401 180 IV-e( 136) PRECAST 260 452 154 12'-O'( 144)PRECAST 244 402 137 13'-4' ( 1601 PRECAST 217 324 110 I4-O'( 1681 PRECAST 205 293 100 14'-8'( 1761 PRESTRTSSED N R. 2134 91 15'-4'( 184') PRESTRESSED N.R. 259 B3 IT-4'( 208') PRESTRESSED N.R. 194 64 18'-4"( 232' PRESTRESSTD N.R. 148 52 21'-4'( 2%1 PRESTRESSED N.R. 125 42 22'-0*( 264-PRESTRESSED N.R. 116 40 24'-O' ( 2Il8 PRESTRiSSD N.R. 91 33 h= nut Itrr I nenc FnR AA PRF:CG9TR. PRESTRESSED U-LIMTELS pss a4ra' SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH 6t1f- R SF1-II ari-R eF12-7 ru7iI B0n0-21 u20- rr am- 2r 6F24- IT 1P24- RT U21- 1T em- 2r G32- IT eFJ2- 2r 3'- 0" 42 PRECAST MV 2553 4 4394 5243 0i32 Ml ISO 205! 4 4394 sm 602 7001 4'-0' (48 PRECAST M 23M 30I0 3315 5323 6Q19 5361 2305 3090 AI6 457o s325 107/ 4-8' (647 PRETAST 1207 2040 2707 3373 400 4711 e379 1207 2040 2707 3175 4043 4711 5379 6'-4" (847 PRECAST Will 171' 2276 2M 3.19! 336 451E MCI 1715 n75 1 2536 1 3399 35e1 4522 6'-10'(70 PRECAST 909 W 2513 N 3E20 41M 29 1517 2000 1 2213 3107 36ZO 4133 8'-6" (76') PRECAST 1 M07 1 2320 3251 371 135 1407 BOB 1 2321 V90 3251 3712 7'-6' (901 PRECAST 727 IM5fh 1024, rd 202Sta 242firw 20 322e 717 1114 1624 1 2025 2420 2e27 1 3128 9'-4" (112' PITEGST 591 701 n 176 1474 1015 2137 150D 691 an 1316 1 180 190! 1 21" 2619 1d-S-(1Z67 PREQhSf 670 575 910 11115m 1411ad 1736N 2011 r.10 69s I)60 td 147E o jMd 205! 2349 111-636' PRECh$ T 474 M4 ci e00 IA IW7 1274ag 1513ix 1753 594 E07 VK2MI 137t 1143 d 1115A 21e7 12'-0' 144 PREGLSf 470 430 724 LED I1 1369 ISM 470 S50 MDOJ 130E ISMDA ifilim 2075 t3'-4' 160 PRECAST 7 41e Seo607 7e5 264 It43 1323 id 42e • 400 70D itSid Will%165kml 1e07 tod IV-0•(163') PRECAST 314 SAES MpA 724 4b! 10540A I210 410 423 717 10/3 139 1552A 1107 14 14 p (176 PRESTRESSED 2II 520 672 ers 97e 1131 241 393 1i3 030 0. 13111, 1515DA 1734 15'-4'(184 PRESTRESSED 221 313 r4 406 127 7E9 911 1034 7,10 363 615 We 124 1440 1 e 17'-4'(2081PM11RSSED io 233 2 e73 192 70/ mo 69e li 1 12 1271 12773 19'-4'(2321PRESTREM IC! 22f JIe 47 sir 7 747 fm 203 429 lin 14 O11 1277 c. 21'-4.( 2wPRESTRESSEDlit204 301 303 4e0 s61 6% 142 232 373 97 721 905 IDO 22'-0" (264, PRESTRESSED 137 197aT1.3n 462 545 6!0 137 223 SAES Sp 100 553 999 24'-O'(2887 PRTSTRE55ED 1N 110 267 342 t6 492 657 1 44 2 1 My Ill 455 mA astj 757 A 870 THE NUlIBFRS IN PARENTHESIS ARE PERCENT RUCTIONS FOR GRADE 40 • SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. U) 1 is iP EMS ARE FLKWT RLUM1117TA r4711 c ut 4u 0 GENERAL NOTE N0, 4 ON SHEET 3 OF 3. FIELD ADDED REBAR SEE MIERAI. NOTE NO. 4 ON SHEET 3 OF 3. p2DDUCr •` PRODUCE REVISED PROD= RENEWED, ra+ M R IYdD C3 . C E N • • : . m o0myi3vg with gte_=ku mod. 13'4ni Wish 9. Flaft PRODUt.rRAVjMD tv u rnmplYur[ SwllhthrFlrldugYpCpy c I=" No P / `; Nd1Q gry 3ilbo [7Wda ' TimldingCod. Ace1,y]oZ2-1•/C• Ad`77".°mI) 2 D'l°"7"'Y-Y° Zt sy n7),l. - z ° 37 TEQ yj*r .cT4AfOPPARINOib nm¢ 7 Z 13. 1i7 : .4 t('OPI, .r'• 6824CR67S ucrlu NaTFS - SHEET 3 OF S ht,g duuCud. 1 M7 r,P R1r a : a ffFNER, FL 93689A MLTJ I:TIN. III: j`IF} ;[.r;''`4 ..I ALI NCI:ItNb'R1P' ., n rn1a1'Ul•fipQ411i1. 1:liiLlQH[fiv/r7•YE?P r 1 1 d4 x21a:/:1: 12VAMT.1. lFAIMA1 :1111 r>{1• 'lei' ' C:11.t 1.ry:1y91Zi'Il•1[N: AIr` 11 ti 1 "" ! r 1.9[.J9LF. 1L1?IN LR(H 1YIV/i[f , SAFE GRAVITY LOADS FOR 8" PRECASTWI r RECESS Db*OR U-L)NTELS 4ts ro SAFE LOAD - POUNDS PER LKEAR FOOT TYPE No 111" EFI M wne-cf avtf-6D MD-011 aus-llr efrlo-ta mW-f wra-t W71-1 am-in iw3o-_lll 4'-4' (521 PRECAST 1655r 32a0 4319 5421 5403 7a671. 6179 60i0 94" 10f93 54 PR8 AST 14943 2092 396a4246 SM4 69047DSMa03fa060479TOM 66') PRECAST 8660 175i 2277 P579 3f02 3f60M4507ex9007%7 f3115-ld(70, PRETAST 8103 If00 2124 264D 3174 3700 4242 663f 7/ a70a 6-8' {I)D') PREdASf 797 f01 IM5 3120 504e 7747 1443 73W 901 1a25 3120 SD46 7215 9479 1 90') PRECAST 669 755 1490 24% 3776 5743 7239 6e23 755 1420 2459 3776 6743 1 9' -0' (118' PRECAST 411 495 99f t56a 2f53 3129 4091 3W8 626 f9f I'M 2M M90 4f60 5a91 THE NUMERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE CO ERAL NOTE NO. 4 SAFE LATERAL LOADS FOR 8' PRECAST rd 2" RECESS DOOR U4INTELS SAFELOAD LF TYPE LENGTH 8RU8 8RF6 RCVU 4'- 4" (521 PRECAST 758 757 1164 4'- 8' (54' PIIIDAST 894 693 1073 5'- 8' (88') PRECAST 408 407 655 5'- 10'(701 PRECAST 382 381 616 6'- 8' (80r) PRECAST 595 788 464 7'- 6' (9fl PRECAST 509 674 363 9'- 8' (I I6) PRECAST 370 490 214 4 SEE GE7UM NOTE 18 1) 14 r.r0bb _- r dr9 W • b" m , m IN. tb I.luvior ..• w• r• fa l r eevvat1 Dad • 4000 Pd prrL. red Old 6000 y 3000 p u q_ SJe I«i RoM nA e.aenb a q- w G39 R7rbm I3j Tm ohrkr a.4.a d [atd4 l.d.0ed 7a n4cis waet.I. mo7+ e7e0 Ym. ft . I d — npw r .m,wln bIG 767n e-i« c6« .ptoM cd'.P Yn r. AS M. 13 I9W pa Ill- nw7s9tA613 aM a rro6culq V !Y A31D Mill DIM 2" Ir. rd"4m f IWdt IMd dip vp I rm aAkd a ) (d ug p . UW& 64d h. rh«`Wi IY a: aaSUdlRia r tn• rorriy gram¢ matY rr ASQi tn0 Ayr H Y i S IA Yy q, u17d. Fol+ km1 d*MAle il efWJmW k 97.1 q S:R Y. 7.yt6 h kn Ihi SN. . IahnJd 1n1 16j rY rear<+1. Wd M+jh nl aaL m .1. 6n frm m! v h79h1 alma iq r t raid 6epm wt 6.m m. =I- had Tnm Aad bn-A h-A doM1 3) frrld. Id m4l Id tad Ilea. )ddL 17) sd. Iwd, Y. Q.0 ..d aa—lok bds 4) Th. a 40 Y hpnitf W pad rWrdbn I« W& d Alm 10) $94 bd, bawl n nVoW dwlr Y.yu p.r Atl MO of AC716 Fl-,) 1, s J_r y1rf tF>Z-IN yf. t.A7 Ld - 6tn 09 15IrAeGot414W) • a501 f0 tY) AOC-1 Y7"d b.6 cs.db at r -bw b 1ea uav yYeifm •MX..d nW..A wwal. muay YDDf 0) m I7r ritrl Sn dtW, Id.d• 13 6d.5 rrea «.s.d t pp Faw! hm rnY Ora 77-1' .Od lee9v mee{. !RODUCI' RF evirm- mafe bls/1y60 1d 1.q.Apa. 00M. kcfm 16C111 m D• 7Md1. Who u dx ihtida 4) s7.n Meg rash rn rw mL Aomyux. tFa f -o 22 , 7) 0. 17 rise m t. d&tb d I r ar6 13 ra6«s Fes"^ DI, o brM}y../ .d arMad .. t ea * r35 Cn «deUdad D2 t: 6) a, A6*,bWij m.ntd= rm4rq tm =laddermad " I= Dad I— d crgl. 10) Lit - Rd 6dd ' 11) Ul. 9.N .M rdw Is k bn66 a Ot. tbW- d IW UM .,1* 1/2' CLR 1YP MET SEE SAFE UMA LOAD 17d = FOR L OADpRAYf40 611 ( RC14)) Ftu COME j5 FOAR 10 6e OR60 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4- 4-at" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LFINGTH 011- IT 16-5 an4-I W16-I Wn-51 aNFJO-I 6Df70-R 096- ft 6mo- W14-21 aarlo-i W22- G"-Sr slaw-21 4'- 4' (521 PRECAST 05 1as 2m Ms 3751 4445 6140 to 160a 2362 3059 3751 4445 5140 4'- 8' (54 PRECASTw 1604 2272 2932 3607 4275 4943 6a! 1604 2YT! 2f39 3607 4275 4243 5'' ( 68') PRECAST m1 i177 2326 2M 3312 3911 6n 1289 1707 MIT 254 3352 3911 5- 1d(70 PRECAST 6ss 1207 1746 2259 2n3 stet 2704 655 1 1233 1746 2259 2773 3,26 0 2729 8 - 8' (an PRECAST 570 92P r I IUD 2420 2579 670 ION 15W 1911D 24S MIT Y- 6' (90 PRECAST SM 742 1364 1795 2766 2667 hoe an 13i4 1765 2166 2567 I 9'-8- (1161PRECAST 395 . 46a 664 1222 154 1 9 39s 510 1072 13H 01 201A 1) THE NUMBERS N PARENTHESIS ARE PERCENT RFDUCTfOFLS FOR GRADE 40 FHELD ADDED RESAR SEE GENERAL NOTE NO. 4 1@ QFfl F12 TYPE DESIGNATION F - Imt9 KM CfMT / U - URM fl@ p9 T0 ar (s ITEM At 601701! OF ILOa Way FBF1 16-1B/IT L Imv 00191110JJ6i 15 Ymmm fO7t90 MW AT TOO 15 RE Wt Al IM@ 1- 1/2, WA Y A ••' CKIL j5 sm AT f0110Y 0r TOOL\ d0T11 FRODUCTROMCD 1,, yA a4V+• flma to 0=plyftts with um tumid: l 7 AEN. O+:etdldyC"d.•- Dce - r PR=crrRDytODD 0, 44Qi9Lpaai07h.1hfde fL LL6 4me0taumNNoe ! O ; F D ucr rmlai:l flglkalf.o D.I. oz. p •• F CRAIG PARRPIO • /d b 6394 OR 679 ue1 s/ H%41. E 4544 SEFF ER FL 33584 Tmc CAST—CRETE 8" LINTEL FABRICATION DETAILS W3 U3 sS CITY 01 Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 2449 Waxwing Way Historic District: Yes0No Parcel ID: 17-20-31-502-0000-1610 ResidentialRI Commercial Type of Work: New / Addition-1 Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Phone: 407-630-0119 Brandon Gibbs Title: uirector Fax: Name Starlight Homes FL LLC. Street: Email: brandon.gibbs@reedcm.com Property Owner Information Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: Street: Winter Garden, FL 34787 Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/ Engineer Information n/ a Phone: City, St, Zip: Bonding Company: n/ a Address: Fax: E- mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 6"Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect• at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent ate 11ro.ncaor) g6b5 Print Contractor/Agent's Name pgg • Signature of No of Florida ere a Contractor/Agent is X Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Mechanical Plumbing Gas Roof Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING ENGINEERING: CONIMNTS: UTILITIES: WASTE WATER: Permit Application Revised: January 1, 2018 Revision f Rest onse to Comments 1 Permit # — Project Address: _ of Way-"& )fin Contact: Sarah Woolwine City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date —1 Ph: 407-730-1311 Fax: Email: sarah.woolwineCcDstarlighthomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals Building C Z&` 19 RECORD COPY r MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p 2 15.64 6.8001 • mulhelnkulp.coln June 29, 2018 Sarah Woolwine STARLIGHT HOMES - ORLANDO 1064 Greenwood Blvd., Suite 124 Lake Mary, FL 32746 Subject: Wyndham Preserve/Brisson East Community Response to failed lintel inspections M&K Project Number 181-17004 (20/73) Sarah: It has been brought to our attention that multiple lots have failed lintel inspections due to deviations from the structural drawings concerning continuous masonry lintels over adjacent windows with (1) 8" reinforced masonry cell between. It is our understanding that in lieu of continuous lintels, single span lintels have been installed over each window. Pursuant to your request we offer the following. It is an acceptable alternative to install individual masonry lintels in place of continuous lintels as specified on the structural drawings provided each lintel has a minimum bearing of 4 inches (nominal) at each end. This is acceptable for all lots in the Wyndham Preserve/Brisson East Community, If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, MULHERN + KULP. STRUCTURAL ENGIO4IG CfF 7 James G. Fr STATE O; 4 Principal ''' ,;c 0i210P:•'•\\ G A 1`\\ OSA NFORD ustin T. Smith, P.E. Staff Engineer RliVISION P, laml Res1181- Shdghl LLCIR71A170V4 - Iljndham Presenr - LLnssan Eas11CA1zV 1 06.1d - PlnonryLinld Leuel?018-0618- IWhim PresenrBnuson East - Laud laspeclion ksuedocs FINAL BOUNDARYSURVEY q- WYNDHAM PRESERVE LOT 161 PB 81, PG 93) WAXWING WAY 50' RIGHT—OF—WAY PCP S PRIVATE ROAD) 89'40'S 606.15' PCP` V 280.15 CENTER LINE 3 CONC CURBN 61 00 rn0 ui a CONCRETE 7SIDEWALK F/R N89040'51 "E z F7R 40}00 COSWM a 2 6 8 10' UTILITY Jp EASEMENT (P) Ar7 BOX N o w U 0 Ur N 15 8' CONC WALK 6.0' 2 STORY RESIDENCE 2449 WAXWING WAY FFE= 30.84 F ooa A/C, 9.9 PAD LOT 161 AREA = 4,400 S.F. +/- 9 48 40.00' F/R S89040'51 WV LOT 173 LOT 174 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' rL— Lice a rnon` LEGEND: ADUSSD-Access/Drainage/Utilities/SidewalkLBB -Licensed usiness BFP-Backflow Preventer Siht Distance Easement9 Survey PRM -Permanent Ref. Monument R Reported PCP -Permanent Control Point D -DescriptionIS FP&L -Florida Power & Light P -Plot FFE -Finish Floor Elevation D.B. -Deed Book Water Meter O.R. -Official Records Book D4 -Water Valve P.B. -Plat Book Ilf-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCD I -Reclaimed Water Valve Conc. -Concrete 0-Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk E3-Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet tNHo -Electric Handhole D.U.E.-DrainageF Util% Easement coo -Clean Out FMGD -MAG NAIL &DISK CVD4-Irrigation Control Valve P.K.-Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod LB7768 wDC-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 M-Existing Grade FlP-Found 1/2' Iron Pipe LB7768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk LB7768 -----Drainage Flow Direction FCM-Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 • -As-Built/Existin GradRNote: Some items in above leaen may not be aDDglicobleQ 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. RR LOT 160 LOT 175 SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible Improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. z v 0 o- v a v c v mCL 0 W a, o 0 J °f o r. 00 a, z c v co m om.0 PREPARED FOR: ASHTON WOODS 0 N II H W U V) FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X" DESCRIPTION: LOT 161, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 09 05 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. / GeoPoint Surveying, Inc. eS D. Leviner LS6915 Drawn: RCA Checked: JDL P.C.: Data Fiile:Brlssoifkid-Plat RIDA PROFESSIONAL SURVEYOR & MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:09/O6/18 Dwg:0t7aonEast-otlel Order No.:.--. RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: — ENVIRONMENTS FOR Q „j 1g, LI r SITE ID: 391351 LOT: 161 BLOCK HOUSE 2449 STREET: WAXWING W Y CITY: SANFORO STATE FL LP: 32771 COUNTY: SEMINOLE ACCOUNTt 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: W YNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 1011&12017 PROGRAM: HERS1700% TESTER: EFL IECC: 2009 CLIMATE LONE: PROPERTY OWNER: PROPERTY ADDRESS: 2449 WAXWANG WY, SANFORD. FL 32T71 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Ravage DATE: MI42015 I Teeter I Dave Revelle I Date I 09I142015 I Raull I PASS TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (tulty gmaksled and insulated X 5.2 Anic droovm Stair(fully asketed and insulated X 5. 4 Recessed Lighung Futures (ICAT labeled and sealed to drywall) X 5. 5 Whole -house Fan insulated gasketed to the opening X 7. 3 Fresh air ventilation installed per programspecs X Blower Door SD Ta et BD Actual R-- o,.—.- Tu1 BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL O. CODE SHELL SO. N 0' NIA 19,505 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of Sham CODE of Shell 0 12,276 7 1 497 4.6 meters Mat Bdnn 0 Bdnn 2 0 Bdrm 3 0 Sdrm 5 0 Rm 1 0 1 Rm3j 0 1 OOta 0 Bdnn 4 0 Rm 2 0 CO Detectors Energy Star Oua05sd nos? Efficient LVitirg Pauita ? X So or > Of Hardwired Lights Must Be CFL Or LED X Low Flow Fauoste, Tol ete etc? X Pmgmrrmmble Thennostet? X Certilled Oman Program Lml Requim Visual Inspoedon System Item Looadon Menuhealrer Name Model i1 Model 02 Model03 Model 94 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO36 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP038 PUMP) SYSTEM FURNACE HVAC OUTDOOR SYSTEM UNIT SYSTEM 2 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 2 PUMP SYSTEM 3 FURNACE HVAC OUTDOOR SYSTEM 3 UNIT SYSTEM 3 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 3 PUMP SYSTEM FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) mw rvun corruarannus BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT 0OFBEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE (REM) NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Dive Revak DATE: ogim OIE BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY d LOCATION PRIF) INFILTRATION HOUSE LKG ACH REM NA Ht : 4.6 CI : 4.6 ACM 50 Pascals FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL a REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION a OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % OF CFL'S PRIF INTERIOR % OF LED'S PRIF INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFL'S (PRIF) EXTERIOR FIXTURES % OF LED'S (PRIF) GARAGE FIXTURES % OF CFUS PRIF GARAGE FIXTURES % OF LED'S PRIF DISHWASHER (PRIF) REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE PRIF FLOW RING PRIF HEATING (REM) NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: Deve Revelle DATE: 09IM01111 TOTAL CONDITIONED FLOOR AREA 1 0 1 2,2E0 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM I SG FT. SERVED (CFA) 0 2,260 POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE 0 tE1 SYSTEM I DUCT LEAKAGE TO OUTSIDE 9E SYSTEM I DUCT LEAKAGE TO OUTSIDE Infinity% 4.74% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 271 SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF N\N% 0.00% CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (%OF CFM25) TARGET O 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM J DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCT BLASTER RESULT: PASS TESTER: Dm Rwa0e DATE: Oo11412015 CFM25) TARGET .. (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET O 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET alai (CFM25) ACTUAL CFA) ACTUAL V BUILDING CHARACTERISTICS DUCT LEAKAGE TO OUTSIDE REM AS DESIGN DESIGN - VALUES NA":'+f: a~i ' '1 AS BUILT • VALUES 0.043CF,M25% CFA' COMMMENT TOTAL DUCT LEAKAGE (REM) NA, 4 + 0.12 CFM25l CFA FLOW RING (PRIF) ZTopBuild' TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 2,260 ft 2 Permit Date/No.: Conditioned Volume: 19,508 ft 3 ECC Version: 2009 Property Address: 2449 Waxwing Wy, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 09/14/2018 Measured Air Leakage: 1497 CFM @50Pa Result: PASS Air Infiltration: 4.6 Confirmed ACH ACH 50 Target s 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Duct Blaster Test 09/14/2018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Targets 12.00% Phase Post Construction CFA: 2,260 ft 2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A Digitally signed by Dave Revelle Date: 2018.09.14 16:20:33 EDT Rater Of Record: %, n CN=Dave Revelle, O=TopBuild RESNET #: 4311088ha'a Home Services, OU, W EMAILADDRESS=dave.revelle 09/14/2018 Otopbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you Please feel free to contact me with any questions. Sincerely, Dave Revelle yMppTOACQ Cell: (386) 681-7452 dave.revelle@topbuild.com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 Ma 1998-089 ¢ d CCgCCITAStp This ram was galemfed 6om EFL Purled Manager, propwrty of TopBuild Home Servloss, !na 351 EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2449 Waxwing Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2449 Waxwing Wy (Lot 161) Jurisdiction: Cond. Floor Area: 2260 Cond. Volume: 19508 Envelope Leakage Test Results Regression Data: C: n: R: HOUSE PRESSURE FLOW: 1 50 Pa 1497 cfm 2 0 Pa 0 cfm 3 0 Pa 0 Clint 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 1497 ELA: 82 EgLA: 195 ACH: 4.6 SLA: 04 ACH(50) ' : 4.6 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.09.14 16:20:39 EDT y me Revelle, O=TopBuild Hoe S HomeServices, OU, EMAILADDRESS= dave.revelle Signature: @topbuild. com, C=US Printed Name: Dave Revelle Date: 09/ 14/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489. 105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing Topewld the opportunity to provide the above services for you. Please feel free to contact me with any quesuons. 10/ 25/Y017 391351 EFL This certificate is presented to Dave Re velle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. U()pB a Ie! Home Services RTIN # 4311088 4:L-- Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services 1. No. nE9 RtOITPT~ 04/05/2019 Certification Expires SITE ID: 391351 LOT: 1B1 BLOCK HOUSE 2449 STREET: WAXWING WY CITY: SANFORI STATE FL DP: 32771 COUNTY: SEMINOLE ACCOUNTV. 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 101182017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 2449 WAXWING WY, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave RevWW DATE: 09M42016 Rumblrm IR Start TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5. 1 Attic Access Panel pasketed and Insulated X 5.2 Attic tiro own Stair(fully asketed and insulated) X 5.4 Recessed Ughting Futums (ICAT labeled and sealed to drywall) X 5.5 Whols-house Fan Insulated paskated to the o eNnp X 7.3 Fresh stir ventilation Installed per programs cs X Blower Door BD Tarpst BD Actual Room Preswe Test BUILDING ORIENTATION or VOLUME CU. CODE VOLUME CU. PROGRAM SHELL CODE SHELL SO. N 0' WA 19, 50E 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACM 6D CODE ACH 50 PROGRAM of She0 CODE of Shod 0 12, 278 7 1.497 1 14. 8 Mew 0 Mgt Bdrrn 0 Bdrm 2 0 Bdrm 3 0 Bdrm 5 0 Rm 1 0 Rm 3 0 OIhw 0 Bdrm 4 0 Rm 2 0 CO Detactore emW Star OueltEetl brtoes7 EtSdaM LIgIVIrQ Packap? X W or> Of Hardwhsd LWft Must Be CFL Or LED X Low Flow Fauoab, ToOw aft? X PmWwnmable T1tsnit tlif? X C affied Green PrWvm Level Regtlras VW W Inspection g*n Item L. outlon Mwwfachaar Name Model 01 Model 02 Model A Model 04 SYSTEMI WATER HEATER GARAGE AO SMITH ENT 60110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEMI FURNACE SYSTEM 1 HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NB038 SYSTEMI HVAC INDOOR COIL SYSTEM 1 HVAC AMU ( HEAT PUMP INTERIOR CARRIER FB4CNP030 SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU ( HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU ( HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU ( HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT -VALUES COMMMENT N OF BEDROOMS (REM) NA NA CEIUNG FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE REM NA NA DUCT RETURN R-VALUE REM NA NA BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT- VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRI INFILTRATION HOUSE LKG ACM REM NA H : 4.B CI : 4.5 ACH 50 Pmcels FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL N REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION N OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINLITES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRI INTERIOR % OF CFL'3 PRI INTERIOR % OF L.ED'S PRI INTERIOR % OF PIN -BASED PRI EXTERIOR FIXTURES % OF CFL'S PRI EXTERIOR FIXTURES % LED'S PRI GARAGE FIXTURES % CFL'S PRI GARAGE FIXTURES % OF LED'S PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRI SLAB TYPE PRI SLAB AREA PRI SLAB DEPTH PRI SLAB FULL PERIMETER PRI SLAB GRADE PRI FLOW RING PRI HEATING (REM) NA NA COOLING REM NA INA AIR -SOURCE HP REM NA INA WATER HEATING REM NA INA TEST: DUCT BLASTER RESULT: PASS TESTER: Dm RevMb DATE OW142018 TOTAL CONDITIONED FLOOR AREA 0 2,2E0 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 1 12.00% SYSTEM 1 90 FT. SERVED (CFA) 0 2,260 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 131 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 28 SYSTEM I DUCT LEAKAGE TO OUTSIDE Infinity% 4.34% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 271 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NsN% 0.00% CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 90 Fr. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET 0 0 ( CFM25)ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET imi. (CFM27i ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET D U ( CFM25)ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE D SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET m (CFM21R ACTUAL . CFA) ACTUAL mim BUILDING SPECIFICATIONS BUILDING CHARACTERls.nc3 AS DESIGN - VALUES AS BUILT- VALUES COMMMEHT DUCT LEAKAGE TO OUTSIDE REM NA jj&-. rw - s= ? t4 ;it 0.049 CFM25 gCEA„ •M. _ TOTAL DUCT LEAKAGE REM FLOW RING PRI Standard Disclosure For home located at Lot 98 3878 Loon Ln, Sanford, FL 32771 City: Sanford State: FL 1. X The Rater or Raters employer is receiving a fee for providing the rating on this home. 2. X In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. 1-1 The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in this home by: OR Rater Employer Rater Employer Rater Employer Rater Employer Rater Employer Rater Employer Rater Employer is in the business Rater Rater Rater Rater Rater Rater Rater of: Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at hftp://resnet.us/standards/RESNET_Mortgage_lndustry_National HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Rater's Printed Name / Jj Raters Signature RESNET #: 4311088 Certification # October 05, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. A 4ACC nf%4 A n...w:............1 C..-...... n_.........:.._ 0....1.4... n..1......1 .. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3878 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3878 Loon Ln (Lot 98) Jurisdiction: Cond. Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Sinnla nr Midh Pnint Tect nata HOUSE PRESSURE FLOW: 1 50 Pa 1358 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1358 E LA: 75 EgLA: 177 ACH: 4.42 SLA: .04 ACH(50) ' : 4.42 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018,10.05 10:36:01 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave. revel le Signature: @topbuild. com, C=US Printed Name: Dave Revelle Date: 10/ 05/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489. 105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me wdh any questions. 1025/ 2017 397550EFL Project Name: Street: City, State, Zip: Design Location: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Wyndham Preserve Builder Name: Starlight Homes 3878 Loon Ln Permit Office: Sanford, FL 32771 Permit Number: Jurisdiction: Duct Test Time: Post Construction I CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 57 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud System Leakage Sum lines 1-4 57 Divide by 1981 Total Conditioned Floor Area) 0.0288 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digitally signed by Dave Revelle Date: 2018 1005 10:35:58 EDT Rater Of Record: r CN=Dave Revelle, O=TopBwld Home SBMCBS, OU, Printed Name: w ave ReJf ll b ld coRm cc=u"°s '°'°"` RESNET #: 4311088 Date: 10/05/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Date: 011IAE STgT6 v a G+ Dv Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 397550EFL TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve property Owner: Total Conditioned Floor Area: 1,981 ft 2 ermit Date/No.: Conditioned Volume: 18,423 ft 3 ECC Version: 2009 roperty Address: 3878 Loon Ln, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 10/05/2018 Measured Air Leakage: 1358 CFM @50Pa Result: PASS Air Infiltration: 4.42 Confirmed ACH ACH 50 Target <_ 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Dud Blaster Test 10/052018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Target 5 12.00% Phase Post Construction CFA: 1,981 ft2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target 5 N/A Phase N/A N/A Digitally signed by Dave Revelle Rater Of Record: rl , n n. Date: 2018.10.05 10:35,45 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, RESNET #: 4311088 10/05/2018 L d.J(u/ EMAILADDR ESS=dave.revelle @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. MoRToa' Sincerely, Dave Revelle h O y cG t OA Cell: (386) 681-7452 dave.revelle@topbulld.com Yi ii 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 No. 998489 A. 9CCg401TA-T% P This form was genersW born EFL Proled Manager, prope* of TopSuf/d Home Services, Inc. 550EF This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNE7) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines O IdA-U(B 0 BUI Home Services RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBudd Home Services 10 t Ma. e-os9 C09a0ITATt p 04/05/2019 Certification Expires ZTopBuild TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve 3roperty Owner: Total Conditioned Floor Area: 2,260 ft 2 3ermit Date/No.: Conditioned Volume: 19,508 ft3 ECC Version: 2009 Property Address: 2449 Waxwing Wy, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 09/142018 Measured Air Leakage: 1497 CFM @50Pa Result: PASS Air Infiltration: 4.6 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Duct Blaster Test 09/142018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Targets 12.00% Phase Post Construction CFA: 2,260 ft 2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A Digitally signed by Dave Revelle Date: 2018,09.14 16:20:33 EDT Rater Of Record: %, n CN=Dave Revelle, O=TopBuild RESNET #: 4311088 w/ Home Services, OU, EMAI LADDR ES S=dave.revelle 09/14/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. MpRTCq Q y oSincerely, Dave Revelle Cell: (386) 681-7452 dave.reve8e@topbuild.com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 N0. 98-089 colTwT~ Ms form was generated flom EFL Project klwwW, property of TopBuild Home Servlrzs, Inc, 91351 EFL