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Home My WebLink About37100 Saltmarsh Lp- 18-976; New SFRIS - q-7c COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000162 BUILDING PERMIT NUMBER: 18-10000162 DATE: February 28, 2018 TOE T I/ SSC UNIT ADDRESS: SALTMARSH LOOP 3710 LOT 1 17-20-31-502-0000-0010 d TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3710 SALTMARSH LOOP / LOT 1 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCH9OLS CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 KSPARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 1PERSONSAREADVISEDTHATTHISISASTATEMENTOFFEESDUEUNDERTHEC ?,1' v SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I - CITY OF SANFORD FEB 2 1 2018 i BUILDING & FIRE PREVENTION D L PERMIT APPLICATION Application No: Documented Construction Value: $ 2149 Soy .°O Job Address: T1 LO l 4-nr rs to LnoQ r`}o a Historic District: Yes [I No Parcel ID: 17-20-31-502-0000- d0 I c, Wyndham Preserve Lot 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 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of 7cation and the code in effect as of that date: V Edition (2014) Florida Building Code Revised: June 30, 2015 1 ' f, O Permit Application i • v NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found.in the.public records of this county, and there may be additional permits required from other governmental entities such as water ,. management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name 91 (1::, 0- -I/Y\ QAac o 1 ,Z Signature of No -State of Florida Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA fi Comm# GG113111 Contractor/Agent'is= tiA P-.astirj&W16n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical [9 Mechanical , Plumbing® Gas[] Roof Construction Type:_yP, Occupancy Use: 9_3 Flood Zone: X-1j C-F i TQGEtG Total Sq Ft of Bldg: 23L'5 Min. Occupancy Load: 12 # of Stories: 2— New Construction: Electric - # of Amps Igo Fire Sprinkler Permit: Yes No 1 # of Heads APPROVALS: ZONING UTILITIES: 5k COMMENTS: ENGINEERING: jM i C 1=1 R FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 22. y . If"e. ISZ(o voyayr-S, C-rL. Plumbing - # of Fixtures ( -7 Fire Alarm Permit: Yes No EJ WASTE WATER: BUILDING: ZX 3. 11 • lR Revised: June 30, 2015 _ __ _ Permit Application FEB C -f-, I I IL CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 119, -11 4- Job Address: LQ Loopyg r\Nzra Historic District: Yes No Parcel ID: 17-20-31-502-0000-bold Wyndham Preserve Lot I Residential ® Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use 0 Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407- 708-0161 Fax: 407-647-0700 Email:: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 M. Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kuip Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulherrikulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER:'YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO • YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found.in the.public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. a-ate_11 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 Print Contractor/Agent's Name 1 ture of No -State of Florida Date Shayne Mangel NOTARY PUBLIC c STATE OF FLORIDAomm# GG113111 Contractor/Agent"RetpimW R n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No UTILITIES: 49 2 -2/-1rd WASTEWATER: 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: 3710 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0010 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 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 K 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# 18-976 Reviewed by: Michael cash, CFM Date: March 1, 2018 1 1- 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y11 7- , Landscaping in Right -of -Way www.sanfordn.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over-100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the rramaursbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig 1. Project Location/Address: 31 L t) --!) a L+i-y %4 Y bi L-o o 19 'It4 rr16 rcl EL 3 a7 '13 2. Proposed Activity: Q Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Walkway Other. Completion Date Emergency Repairs This application is submitted by: Property n Signature: Print Name: (f \lcj ` [ e- Address: 1064 Gr enwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@stadighmomes.com Date: 2'• 0lz- 100 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right -of --way adjacent thereto. Requestor may, with written City authorization, remove said installationrimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable 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 Xaq y"nderstand the above statement and by signing this application I agree to its terms. Signature: Date: A- -M - l This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: November 2015 Official Use Only Fee: Date: Date: Date: Date: Date: ROW Use Drtveway.pdf 1111111111111111111111111111111111111111 THIS INSTRUMENT PREPARED BY: Av-yty L-a—u t Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT NALOYr SENINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9079 Pa 282 (11"3s) CLERK'S 4 2018020046 RECORDED 02/21/2018 11:55:21 AN RECORDING FEES $10.00 RECORDED BY hdevore Parcel ID Number. 17-20-31-502-0000- OD 10 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 Address:37i10 Sa trn.rsh Loopy grt{-dry' F-c_, 3a.-713 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 Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless 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 pen ties of perjury, I declare that I have read the foregoing and that the facts stated In it are true to nst n ledge and belief. m\c t Gel i c,r hr e signature Owners 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 Countyof .1 1 ll r 6 f . The foregoing Instrument was acknowledged before me this ItLh day of 20 M-.. k___A\ by l I I I ,,f )L,(-U—X— 1\ I -)Ir Who Is personally known to me Name of person making statement OR who has produced identification type of Identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 s NCE 193 Expires 6/21/2021 Notary signature 00 r L Q a/ 7 O o x 0 D or r V I cc I yJ WJ n: i V 1. / U. fJ LUMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I - I S - $ 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): 9' The specific permit and application for work 3-i l o 1,}-rYla r5 -, l ,o. Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole d at: 3 The foregoing instrument was acknowledged before me this da rs)oana llyknown of 200 1 & by Robert Willets who is 1 to me or o who has produced as identification and who did (did not) take an oath. ha a Mangel RY PUBLIC STATE OF FLORIDA 2 Comm# GG113111 S,VCE A Expires 6/21/2021 Rev.08.12) aA.4rNP_ ry-o Z21 Print or a name 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: oZ-ap—1 g Project Name:i14 V_-11r+)Ve_1v_ny1ePrcject Address: Z G SQN+ Y-14rs1- L pd p 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. Print ame ne`dT ani Signat ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets 44= Contractor Sign ture of Gen. Contractor CGC1522347 Gen. Contractor License # Oft F-a5iev-6-00k- Print Name of El. Contractor Signature of EI. tractor R,00OW96 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 r 4;-i:}a;rr.-+.v.':"'4,'•.-a-.a.....es;.. ELEc•RI AL'E v': i i?Iy :r.•_},.iv::p r• 1K?' 1. `:'f: x' '=_t<:; :, .s..:. , Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final I Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i REVISED: June 2014 RECORD COPY FORM R405-2017 , FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 1 - 1826 SL Builder Name: Starlight Homes Street: 3710 Saltmarsh Loop Permit Office: Sgrr iiflegount ft ING City, State, Zip: Sanford , FL , 32773 Permit Number. Owner: . Jurisdiction: 01dsoo Design Location: FL, Sanford" County:: Seminole (Florida Climate SANFpEtOZone2) rHn 1. New construction or existing New (From Plans) 9. Wall Types(2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned floor area above grade (ft') 1826 b. N/A R= ft' Conditioned floor area below grade (ft2) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1139.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 400.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 54.32 PASSTotalBaselineLoads: 57.42 1 hereby certify that the plans and specifications covered by Review of the plans and S74 this calculation are in compliance with the Florida Energy specifications covered by this__ 01-V14E p Code. calculation indicates compliance with the Florida Energy Code. ti u,,,,' •.• ;:€;,• ;,, PREPARED BY: Before construction is completed DATE: _` -1 S 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 Energ ode. COD wt. v OWNER/AGENT -M BUILDING OFFICIAL: DATE: DATE: ' Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/19/2018 3:58 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 1 - 1826 SL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned-Area: 1826-• • - Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 1 Wyndham 3710 Saltmarsh Loop Seminole Sanford , FL, 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 2 Floor 1 Floor 2 739 6872.7 Yes 4 1087 8804.7 No 0 0 3 1 Yes 1 Yes Yes Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Floor 1 97.3 ft 0 2 Floor over Garage Floor 2 ---- --- 739 ft2 400 ft2 19 0 0 0 0 1 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Hip Composition shingles 1274 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1139 ft2 N N 1/19/2018 3:58 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 • • I Blown 1139 ft' 0.1 Wood WALLS Adjacent Cavueity Width Height Sheathing Framing Solar Below It Or t Tn Wall Type Space R-ValF} In FI In Area R-Value Fraction Ahcnr Grade° 1 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 3 None Low-E Double Yes 0.34 0.26 N 8.0 ft' 1 ft 0 in 1 ft 0 in None None 2 S 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 3 W 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 4 N 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 N 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft' 400 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 1/ 19/2018 3:58 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 d 1' Electric Heat Pump/ ' ' Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 365.2 ft Floor 2 91.3 ft° Prop. Leak Free Floor 2 cfm 54.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma X Jun X Jul X Au Se Oct Nov Dec Heating JXJJan X Feb X Mar Apr i May Jun f Jul Au Sep[ JXJ Oct iNov fX Dec Ventin Jan [ Feb (X Mar X Apr May Jun [ Jul Aug Se X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/19/2018 3:58 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A 3710 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ftZb. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft= 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1139.00 ft2 1826 b. N/A R= ft2 c. N/A R= ft2 Area 113.00 ft2 11. Ducts R ft= a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 41.00 ftz 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 ft2 1.000 ft. 0.257 Insulation Area R=0.0 739.00 ft2 R=19.0 400.00 ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:( -1/Yl Q Date: L9 Address of New Home: 3-(C> S L-14-pg,.r5k L&P City/FL Zip: kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 3:58 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 1 - 1826 SL Builder Name: Starlight Homes Street: 3710 Saltmarsh Loop 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 oiomna and wkena 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 sr)r*nklef cover plates and walls or ceolinas- a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 1/19/2018 3:58 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 1 - 1826 SL Builder Name: Starlight Homes Street: 3710 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft. Cond. Volume: 15677 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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: Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 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 lest, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: c-TttE S74., IV O u .. a 0 l4Qc,'O12 1/ 19/2018 3:58 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 1 - 1826 SL Builder Name: Starlight Homes Street: 3710 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford . FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe 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 1826 House Duct Total Conditioned Floor Area) System Qn,out)* Leakage 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: 01,VNE ST4._, 0 1/19/2018 3:58 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 N r Project Summary Job: Starlight -Wyndham wrightsoft• Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 45401 EntFgy Air, Ct,"Orlandb, FL 32810 Phon6:,4D7-866-3729 Email: GRenner@energyair.com Web: www.energyair.com For: Notes: Lot 1 - 1826 SL, Starlight Homes 3710 Saltmarsh Loop, 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 Sensible Cooling Equipment Load Sizing Structure 16187 Btuh Structure 14578 Btuh Ducts 2141 Btuh Ducts 3174 Btuh Central vent (30 cfm) 847 Btuh Central vent (30 cfm) 578 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 18329 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 579 Btuh Central vent (30 cfm) 887 Btuh Heating Coolingg Outside air Area (ftz 1877 1877 Equipment latent load 4540 Btuh Volume (ft') 16161 16161 Air changes/hour 0.50OF 0.26 Equipment Total Load (Sen+Lat) 22869 Btuh Equiv. (cfm) 135 70 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup 8.2 HSPF 28600 Btuh @ 47°F 29 OF 899 cfm 0.049 cfm/Btuh 0.50 in H2O Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 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. 2018-Jan-19 15.59.344kwrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCA.... t Specific\Wyndham Preserve\Lot 1 - 1826 SL.rup Calc = M.18 Front Door faces: S 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: ow menergyair.com For: Lot 1 - 1826 SL, Starlight Homes 3710 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 6/16/2017 By: Plan: 1826 S Voyager Outdoor design DB: 92.6°F Sensible gain: 18329 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.9°F Latent gain: 4540 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 22869 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20927 Btuh 114% of load Latent capacity: 5192 Btuh 114% of load Total capacity: 26119 Btuh 114% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 19175 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 149% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4.7 kW 84% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 2018-Jan-19 15 59.34 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 44CCI ...t Specific\Wyndham Preserve\Lot 1 - 1826 SL.rup Calc = MJ8 Front Door faces: S Duct System Summary Job: Starlight -Wyndham wrightsafte y Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyair.com Project• • For: Lot 1 - 1826 SL, Starlight Homes 3710 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 cfm 196 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun c 696 2 35 0.263 4.0 Ox 0 VIFx 6.4 100.0 Loft c 1928 94 98 0.268 6.0 Ox 0 VIFx 4.5 100.0 bat c 122 4 6 0.255 4.0 OX 0 VIFX 9.6 100.0 br2 c 1626 36 82 0.249 5.0 Ox 0 VIFx 12.6 100.0 br3 C 1633 70 83 0.242 6.0 Ox 0 VIFx 15.5 100.0 foyer h 2784 137 74 0.171 7.0 Ox 0 VIFx 18.3 145.0 st5 kit -fam h 3821 187 176 0.147 8.0 OX 0 VIFx 40.7 150.0 st4 kit -fam-A h 3821 187 176 0.143 8.0 Ox 0 VIFx 45.7 150.0 st4 m be h 795 39 36 0.189 4.0 Ox0 VIFx 28.3 120.0 SO m br C 1694 79 86 0.198 6.0 Ox0 VIFx 21.4 120.0 st1 pdr h 703 34 15 0.150 4.0 OXO VIFx 31.9 155.0 st5 VAC C 403 18 20 0.195 4.0 OXO VIFx 23.6 120.0 SO WO h 239 12 11 0.236 4.0 Ox0 VIFx 18.6 100.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 136 142 0.189 531 7.0 0 x 0 VinlFlx st4 Peak AVF 375 353 0.143 477 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 375 353 0.143 477 12.0 0 x 0 VinlFlx st3 Peak AVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st5 Peak AVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st3 Bold/italic values have been manually overridden 2018-Jan-19 15.59 34 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 page 1 ACCA ...t Specific\Wyndham Preserve\Lot 1 - 1826 SL.rup Calc = MJ8 Front Door faces, S Return Branch Detail Table 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 0 899 899 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 t Specific\Wyndham Preserve\Lot 1 - 1826 SL.rup Calc = MJ8 Front Door faces. S 2018-Jan-19 15:59:34 Page 2 F®rocID] Job M Starlight - Wyndham Performed for: Lot 1 - 1826 SL 3710 Saltmarsh Loop 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 4'VTW Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 15:59:44 ham Preserve\Lot 1 - 1826 SL.rup level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP 3' VTR739 m br O4fm4- t8x4 20 cfm 4 Sup Riser 12 " cls2 JL 7- 18 x 8 Laun 8X4 35 cfm 10x6 82 cfm 4 " 4 TR 14X6 12" br2 Su ac 8 wic3 bat g x q in 8 x 4 3'VTR 6Cfm T 12 cfm F 6" 6 24x18 10x6 dry 98 cfm 10x6 83 cfm 14x6 Loft br3 60A VTR 3E CFM p Riser Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 1 - 1826 SL 5401 Energy Air, Ct RightSuite® Universal 2017 3710 Saltmarsh Loop Orlando, FL 32810 17.0.28 RSU02534 Sanford, FL 32773 2018-Jan-19 15:59:44 Phone: 407-886-3729 ...ham Preserve\Lot 1 - 1826 SL.rup www.energyair.com GRenner@energyair.com 0( rz WYNDHAM PRESERVE - LOT I PLOT PLAN 20' UTILITY, BUFFER, WAL. LANDSCAPE, EASEMENT LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY VMr* BOULEVARD R/W MAP COUNTY PROJECT PS-0137 WYNDHAM PRESERVE LOT I 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' Side Street = 15' CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C 1 100.00' 009'54'51 " 17.30' 17.28' S 70' 14'46" W C2 25.00' 084'37'59" 36.93' 33.66' S 22'58'210 W C3 225.00' 019' 19'48" 75.91' 75.55' S 09'40'44" E C4 25.00' 09U16'53* 39.39' 35.44' S 45*09'16" E C5 198.65' 028*25*35" 98.56' 97.55' N 14' 13'37" W C6 125.00' 024-23'30" 1 53.21' 1 52.81' N 77*29'06" E LOT AREA CALCULATIONS LOT 8,816 SO.FT. LIVING AREA= 739 SQ.FT. GARAGE = 400 SQ.FT. ENTRY = 39 SQ.FT. DRIVEWAY - 645 SQ.FT. PATIO 100 SQ.FT. WALKWAY 46 SOFT. A/C PAD = 9 SOFT. IMPERVIOUS= zz. y R SOD = 6.838 SO.FT. OFF LOT AREA CALCULATIONS R/W = 8.639 SQ.Fr. APRON = 123 SQ.FT. SIDEWALK v 1.201 SQ.FT. SOD = 1.205 SQ.FT. TOTAL AREA DRIVEWAY - 1,247 SQ.Fr. SIDEWALK - 1,047 SQ.FT. SOD = 8,043 SO.FT. 25.19' - cz i tis Q 1 IIh v I IN bo O O I LOT 1 AREA = 1 O 8, 816 S.F.0 1 Z010. 0 A/C ; 7. o PATIOo PAD' LOT 2 N O Nty w 7 PEP - oo qu ppmcnt I,EGE m:ADUSSD-Access/Drotnoge/UtlUUns/Sidewalk L8-UcensedBusinessBackflowPreventer 8fR Sight Distance Easement Survey pRM - Permanent Ref. Monument Reported PCP - Permanent Control Point Description FP& L -Florida Power dr Light Plot FFE - Finish Floor Elevation D. . -Deed Book Water Meter O.R.- Official Records Book D4-Water Valve P.B. - Plat Book 17-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Volvo Conc.-Concrete Cable Box SP-Brick Paver M-Telephone Box SW -Sidewalk MI-Oectric Box FFE-Finished Floor Elevation 0-Utility Pole Cl -Curb Inlet Guy Pole GTI-Crate Top Inlet tight Pole P.U. E.-Public Utility Easement t--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls In Water) G -Sanitary Sewer Manhole SF -Square. Feet EN//o -Electric Handhole D.U. E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL do DISK' CvD4-Irrigation Control Valve P.K. - Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod L87768 WD4-Gate Water Volvo SPKD -Set P.K. & Disk L87768 Goa Meter FIR -Found 1 /2" Iron Rod LB7768 1 -Existing Grade FIP -Found 1 /2" Iron Pipe L87768 CI -Blow-off Valve FPKD-Found P.K. Nail dr Disk L87768 -*---Drainage Flow Direction FCM -Found 4"x4" Concrete Proposed Design Grade Monument PRM L87778 As-Buflt/Exlstln GraM Note: SomeitemsinaboveleanmaynotbeapplicableDescriptionI Date I Dwn.ICk'd I P.C.IOrder No. I PROPOSED 2 STORY RESIDENCE 3710 SALTMARSH P. LOOP r 1826 VOYAGER ELEVATION - S GARAGE -LEFT FFE = 30. 1 PORCH 1 1 PROPOSED i CONC WAV- nAl , 40. 0' W0 a Ln a. A r rl o ,Z3 Q p Wow o Fib CL x= iG PCP l8' 9 7 (o Ok to construct single family home with setbacks and impervious area shown on plan. 22. y "/e "me. 18210 VOya9e,, - S , C, L v CO4 9. D zosP S eo QJL0TaoN c 5 pFOP 1 DIMENSIONNOTE: G FL Proposed building dimensions shown hereon are of the exterior. PCP t c0 BUUMWG LAYOUT NOTM A C6 Contractor and owner are to verify all PCP SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the tune of this plot pbti 2. Roads, walks, and other similar items shown hereon were taken from engineering plane and are subject to survey. 3. Elevations shown hereon are in feet and am referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do finished floor elevations shown hereon an from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan Is subject to matters shown an the construction plane for "WYNOHAM PRESERVE". City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan' ond/or Instructions per client (not field verified) 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. 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-07658. in Flood Zone "X DESCRIPTION: LOT 1, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 PLOT P:&",, NLY Phone: (321) 270-0440 Fax: (813) 248-2266 Fo. Licensed Business No. LB 77W GeoPoint Surveying, Inc. r, ATE OF _ James D. L6yfi `D` Drawn.MTP I Chocked:JDL I P.C.: Data FTIe:l3e= &rt-Plat FLOFMA PROFESSIOIt* 0 LS6915 Date: 1 / 23/, 8 Dwg: W=wEod-W1 Order No.: ^ NOT VAUD WTiHO 'R GNA'tlj f1ND THE ORIGINAL kicrn crei nv e M nam •rinrwQm1gnRvFyna Amn uAPPFR SEC. 17 — TWN. 20 S. — RNG. 31 E. I Field Bk: RECORD COPY PALMER ELECTRIC Starlight Homes 1826 Voyager LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER n 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA If. GENERAL LOADS INEC 2014 - 220.82(B)(1) - (4)) LIGHTING 1826 Sq Ft @ 3VA/Sq. Ft 5.48 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(I) 0.80 KVA 0.8 DISPOSAL(2) IpING 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT SAt F RD 7.2 SUMMER KITCHEN/JENAIR z I 2.5 MICROWAVE CIRCUIT OFPARY" 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNAMHIRLPOOL 77.2 30AMP POOL CIRCUIT # 8 - 9 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.98 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.39 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(B)) 20.39 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.39 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)l 30.78 KVA MINIMUM SERVICE SIZE 128.24 AMPS RECOMMENDED SERVICE SIZE 150 .AMPS RECORD COPY Typical 1 50,Amp Electrical Diagram Typical 150 Amp Interior0Panel SANFORD 150 A' p Mai, 1 8- 9 7 6 10V / 240V 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0001 - WP0001 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0001 Model: 1826 S Tampa, FL 33610-4115 Lot/Block: 1 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. I No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name I Date 1 IT12943753 1A1G 1/12/18 118 1 T12943770 1 V3 1/12/18 12 1 T12943754 1 A2 1 1/12/18 119 I T12943771 I V5 1 1/12/18 13 I T12943755 I A3 1 1/12/18 1 CIN(31141 I 1 14 I T12943756 I A4 1 1/12/18 15 I T12943757 I A5 1 1/12/18 16 1 T12943758 1 A6 1 1/12/18 17 1 T12943759 1 A7G 1 1/12/18 18 1 T1 2943760 1 B 1 GE 11/12/18 19 1 T12943761 182 1 1/12/18 110 1 T12943762 1 CJ1 1/12/18 11 I T12943763 1 CJ3 1/12/18 112 1 T12943764 1 CJ5 1 1 /12/18 113 I T12943765 J EJ7 1 1 /12/18 1 T12943766 1 EJ7G 11/12/18 115 1 T12943767 1 HJ7 1 1/12/18 116 1T12943768I M1GE 1 1/12/18 117 1 T12943769 1 M2 1 1/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. PA` i P\ • G ENS No 28 S TE OF 4J4 c4 O Fi 1 O \ i''Sis,O N 111111 Walter P. Ann PE No.22839 Mrrek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Date: January 12,2018 Finn, Walter I of I Job Truss Truss Type Oty Ply WP0001 r T12943753 WP0001 A1G Hip Girder 1 1 Job Reference (optional) quuuara rnm uwce, r anrpn, nanl a,uy, rrvnua ooaoo a.IJU 5 aep 10 ZV I r MI I eK Ir1OU5111e5. Inc. r-n Jan 1L Ut):Z9:39 LU1tl rage 1 I D.5c7Af685PE I PxJ638d3N KNz4S6e-j39MQ9b0EMyOGP9AP?wbpbG5A4rLNICoc7?6xRzwB 1 x I.1.0-0 4.3.11 7-0-0 11.8.9 16-3-7 21-0-0 23.8.5 28-0-0 29.0.0 1-0-0 4-3-11 2-8-5 4-8.9 4-6-13 4-8-9 2-8-5 TY11 1.0.0 5x8 = 500 12 2x4 II 3x8 = 4x6 = 18 19 5 20 21 6 22 23 7 Scale = 1:48.9 5x8 = I 10 24 25 10 26 14 27 11 28 29 1Z 11 5x8 = 2x4 II 3x4 = 5x8 = 4x10 MT20HS = 2x4 11 3x8 = 2x4 II 6-3-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 13-15 >980 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.64 13-15 >520 180 MT20HS 187/143 BCLL ' 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0-3-8, 9=2106/0-3-8 Max Horz 2=46(LC 27) Max Uplift 2=-688(LC 4). 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4682/1520, 3-4=-4540/1539, 4-5=-5410/1845, 5-6=-5409/1845, 6-7=-4243/1452, 7-8=-4540/1538, 8-9=-4681/1520 BOT CHORD 2-17=-1362/4240, 16-17=-1362/4240, 15-16=-1344/4205, 13-15=-1756/5409, 12-13=-1756/5409. 11-12=-1350/4239, 9-11=-1350/4239 WEBS 4-16=-90/586, 4-15=-482/1464, 5-15=-525/323, 6-13=0/384, 6-12=-1432/474, 7-12=-316/1297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688lb uplift at joint 2 and 6881b uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 206 lb up at 7-0-0. 111 lb down and 110 lb up at 9-0-12, 111 lb down and 110 lb up at 11-0-12, 111 lb down and 110 lb up at 13-0-12, 111 Ib down and 110 lb up at 14-11-4, 111 Ib down and 110 lb up at 16-11-4, and 111 lb down and 110 lb up at 18-11-4, and 210 lb down and 206 Ib up at 21-0-0 on top chord, and 340 lbdown and 1131b up at 7-0-0, 85 Ib down at 9-0-12, 851b down at 11-0-12, 85 Ib down at 13-0-12, 85 lb down at 14-11-4, 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 340 Ib down and l l3 Ib up at 20- 11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Q WARNING- Vortty design Parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE MIP7473 rov. 14111131015 BEFORE USE. Design valid lot use only with MnekS connectors. ]his design is based only upon parameters shown. and Is lot an Individual building component, not a huss system. Before use, the building destgtner must verify the appllcat-Aity or design parameters and poperty Incorporate this design into the overall bYdrng design. Bracing indicated Is to pevent buckling of Individual truss web aril/or chord members only. Additional temporary and petrnarnent bracing MiTek' Isalwaysrequiredforstabilityandtopreventcotlq>se with possible personal injury and popery damage. For general guldonce regarding the laLrkatlon. storage, delivery. erection and bracing of trusses and truss systems, seoANSI/1PI I Quallty Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Slreet, S1dfe 312, Alexarnddct VA 22314. Tonga, FL 33610 Job Truss Truss Type Oty , Ply wP0001 T12943753 wP0001 Al G Hip Girder 1 1 Job Relerence o ttonal Burlders FirstSaurce, Tampa, Plant City, Florida 33566 6.13U s Sep 1 b zul / MI I eK maUSules, Inc. 1-n Jan lz ub:z4:J4 zUlb rage Z I D:5c7A1685PE1 PxJ638d3NKNz4S6e-j39MO9b0EMyOGP9AP?wbpbG5A4rLNICoc7?6xRzwB 1 x LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-4=-54, 4-7— 54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert. 4=-163(F) 7=-163(F) 16=-340(F) 12— 340(F) 18=-111(F) 19=-111(F) 20— l 11(F) 21=-111(F) 22=-111(F) 23=-111(F) 24=-61(F) 25=-61(F) 26=-61(F) 27=-61(F) 28=-61(F) 29=-61(F) Q WARNING - Vordy dedyn parcmefera end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 mv. 1003,201S BEFORE USE Design valid for use only with Mnek®conneclors. Thts design Is lased only upon parametersshown. and Is for an Indlvki<wl "cling component. not a truss system. Before use, the b ulldlrlg designer must verity the appllcablilty, of design parameters and property Incorporate this design Into the overall building design. BrocIng Indicated Is to rxovent buckling of Individual Inns web and/or chord members only. Additional lernWrary and permanent bracing MiTek' Is always regrdred for slablllly and to prevent collapse wllh IassQNe personal Inhey and poperty damage. ror general guidance regarding the fabrication, storage- delivery, erection and biocing of InISSeS and tnrs systems seeANS1/TPI l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tornpo. FL 33610 SafetyInformationavallablefromTnssNateInstitute, 218 N. Lee Street, Srdle 312, Adexarxlda. VA 22314. Truss Truss Type Oty, Ply WP0001 IJob T12943754 WP0001 A2 Hip 1 1 Job Reference (optional) Builders First$ource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:35 2018 Page 1 I D:5c7Af685PE1 PxJ638d3N KNz4S6e-BGj keVice?f4HtZkMzlRgMpoM8TC R6F3xrnkf Uuzw81 w 1.0.0, 5.8.11 9-0-0 14-0-0 19-0-0 22.3-5 28.0.0 29-0-0 1-0.0 5.8.11 3-3-5 5-0-0 5-0-0 3-3-5 5.8.11 1-0-0 4x6 = 3x4 = 5 4x6 = Scale = 1:48.9 3x8 = 1e 4x6 = la 3x8 _ 3x8 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 7.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.25 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 19.0.0 DEFL. In (loc) I/defl Ud PLATES GRIP Vert(LL) -01710-12 >999 240 MT20 244/190 Vea(CT)-0.3710-12 >893 180 Horz(CT) 0.09 8 We n/a Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Harz 2=58(LC 16) Max Uplift 2=-278(LC 8), 8=-278(LC 9) FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1424, 3-4=-1846/1198, 4-5=-1681/1139, 5-6=-1681/1139, 6-7=-1846/1198, 7-8=-2104/1425 BOT CHORD 2.12=-1240/1894, 10-12=-1043/1877, 8-10=-1146/1894 WEBS 3-12=-282/432, 4-12=-310/508, 5-12=-342/246, 5.10=-342/246, 6-10=-311/508, 7-10=-282/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl , GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extenor(2) 5.0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2 and 278 lb uplift at joint 8. Q WARNING -Verify design panmoters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 61II-7473 rev. 1 a=W I S BEFORE USE. Design valid for use only with MFIek® connectors ]his design Is based only upon parameters shown. and Is for an individual building component, not a truss system. Before use. the building designer must verify the agdlicablilty of design paraneters and Ixoperly Incoipotate this design Into the overall bu0drlg design. Brachij Indicated Is to prevent buckling of Individual frLm web and/or chord members only. Addlllonal temporary and permanent tracing WOWIsalwaysrequiredforstab611yandtoixeventcollq>se with possible personal Injury and property damage. For general guidance regarding the fabrication, stoiage. deiivery. erecllon and bracing of trusses and tntss systems. seeANSI/IPI I Cuattly Criteria, DS9-E9 and BCSI Building Component 6904 Parke East Btvd. Safety Information available from truss Rate Institute, 218 N. Leo Street, Sulte 312. Mexarndria. VA 22314 TarMn. FL 33610 Job Truss Truss Type Oty , Ply W P0001 T12943755 W P0001 A3 Hip 2 1 Job Reference o lional Builders FnstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:36 2018 Page 1 I D:5c7Af685PEIPxJ638d3N KNz4S6e-fSG6rrcGmzC8VIJYXOy3vOLYZtebrf I54R UDOKzwB 1 v 1-0-0 5-2- 2 - 3 11-0-0 17-0-0 22-9-13 28.0.0 1-0-0 5-3 5-9-13 6.0.0 5.9.13 5.2-3 v1 d 5x8 = 4x6 = Scale = 1:48.9 3x6 = 1a 1L 1u U 3x6 = 2x4 II 3x4 = 3x4 — 3x8 = 2x4 II 22-9-1 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.56 BC 0.55 WB 0.42 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) 0.12 12 >999 240 Vert(CT) -0.22 12-13 >999 180 Horz(CT) 0.09 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 136 lb FT = 20%o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3.8, 7=1087/0-3-8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1497, 3-4=-1669/1104, 4-5=-1492/1080, 5-6=-1670/1104, 6-7=-2213/1498 BOT CHORD • 2-13=-1322/1986, 12-13=-1322/1986, 10-12=-784/1492, 9-10=-1225/1985, 7-9=-1225/1985 WEBS 3-12=-542/579, 4-12=-165/372, 5-10=-149/372, 6-10=-541/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Exterior(2) 5-2-3 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at Joint 2 and 273 lb uplift at Joint 7. Q WARNING - Vorlly dostgn pammetsrs and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII.7473 rev. faVI,2015 BEFORE USE. Design valld for trse oNy with Mriek®conneclors. Inds design Is based oNy upon parameters showtl, and Is for an lndivkdtral txNdtrlg component. not a truss system. Beforo use. fly-- building designer must verity fhe applicablity, of design patameters and property incorporate this design Into the overall building design. Bractng Indicated Is to prevent buckling of Individual truss web and/or chad members only. Additional temporary and permanent bracing MiTek' Is always rec"ted fof slab6lty and to prevent coflgbse w11h possible peisonal InMy and Ixoperty damage. For general guickme regarding the 6904 Parke East BlvdfabrIcatlorLstorage, delivery. erectlon and bracing of tenses and truss systems. seeAN51/1PI I Quality Criteria, DSB-89 and BCS1 Bullding Component Tampa. FL 33610SafetyInformationavallablefromTrussRateinstitute, 218 N. Lee Slreef. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty, Ply 0001 T12943756 WP0001, A4 Hip 2 1 JobP Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 06:24:37 2018 Page 1 I D:5c7AI685PE1 PxJ638d3NKNz4S6e-7egV3BduXHK?71ul48Tl RDueKHwla4MEJ5DmYmzwB 1 u 1-0-0 7-7-12 13.0.0 15.0-0 , 20-4-4 28-0-0 29-0-q 1-0-0 7-7.12 5-4-4 22 0-0 5-4-4 7-7-12 1-0-0 4x6 = 4x6 = Scale = 1:48.9 j6l 4x6 = 1J it iu a 4x6 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1087/0.3.8, 7=1087/0-3-8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7=-286(LC 13) 3x4 = 3x4 = 3x4 = 2x4 11 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TC 0.88 Vert(LL) 0.17 2-13 >999 240 MT20 244/190 BC 0.75 Vert(CT) -0.26 2-13 >999 180 W B 0.52 Horz(CT) 0.08 7 n/a n/a Matrix-SH Weight: 132 lb FT = 2096 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puffins BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2.3_ 2075/1367, 3-4=-1466/1019, 4.5— 1297/986, 5-6=-1466/1019, 6-7=-2075/1367 BOT CHORD 2-13=-1153/1840, 12-13=-1153/1840, 10-12=-639/1297, 9-10=-1059/1840, 7-9=-1059/1840 WEBS 3-13=-6/300, 3-12=-678/604, 4-12=-267/378, 5-10=-267/378, 6-10=-678/604, 6-9=-6/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 lb uplift at joint 7. 0 WARNING -Verify doslpn p ramotorsand READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/11-7473 rov. laV3/1015 BEFORE USE Design valid 101 use only with MBekO connectors. IW design Is based only upon parameters shown. and Is for an individual building component, not a truss system. Before use, Iho building designer inust vedty the aptAlcat-Alty of design Palamelels and rroperly tncor olato this design Into the overall building design. Bracing Indicated Is to prevent buckling of In dlVkduxrl truss web and/or chord members only. Additional lempofary and permanent bracing M iTek' Is always rectudted for stability and to Ixevent collapse wllh possible personal injury and propetty damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of Mrsses and Miss systems seoANSI[lP1I Quality Cdterfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Streel. SuAte 312. Alexandria. VA 22314. Tenye. FL 33610 Job Truss Truss Type Oty , Ply P0001T12943757 WP0001 A5 Common 7 1 ob Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:38 2018 Page 1 I D.5c7Af685PE I PxJ638d3N KNz4S6e-bgO1GXeW I aSrkOSxer?X_ROnUhDyJZ 10XIzJ4 Dzw81 t 1-0-0 6-9-3 14-0.0 21.2.13 28-0.0 29-0 O, 1.0.0 6.9-3 7-2.13 7.2-13 6.9-3 1.0.0 g1 4x6 = 500 F12 Scale- 1/4'=1' 3x8 = 3x8 = 3x4 = 3x6 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8=-292(LC 13) CSI. DEFL. in loc) I/defl Ud PLATES GRIP TC 098 Vert(LL) -0.22 2-12 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.48 2-12 >690 180 WB 0.43 Horz(CT) 0.08 8 rVa n/a Matrix-SH Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2078/1686, 3-5=-1777/1487. 5-7=-1777/1487, 7.8=-2078/1686 BOT CHORD 2-12=-1442/1873, 10-12=-760/1221, 8-10=-1450/1873 WEBS 5-10=-422/598, 7-10=-435/595, 5-12=-422/598, 3.12=-435/595 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 14-0-0, Corner(3) 14-0-0 to 20-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint 8. Q 0 0 WARNING - Vorlly dosign peremofon and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE M/1-7473 rev. 1&03/2015 BEFORE USE Design valid lot use oNy wllh Milek® connectors. 1Ns design Is rased only upon parameters shown. and Is for an Individual building compo nenl, nol wtafilmsystem. Before use. the building designer must verity the appxlcaWlty of design parameters and rxopefly Incorporate this design Into the overall building design. Bracing Indicated Is to b uclding of Individual truss web and/or chord members oNy. Additional temporary and permanent bcring WOWrxevent Is always required lot stability and to prevent collapse with possiblea personal May and ptoperty damage. For general guidance iegardIng the 6904 Parke East Blvd. lablcallon. storage. delivery. enectlon and bracing of fumes and trim systems, seeANSI/1PI I Quality Criteria, DSB-69 and BCSI Building Component Tonipa. FL 33610SafetyInformationavailablefromInissRateInstitute, 218 N. Lee Strool. Stdte 312. Noxandrkl, VA 22314. Job Truss Truss Type Qty, Ply WP0001 T12943758 WP0001 A6 Roof Special 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:38 2018 Page 1 ID:5c7A168SPEIPxJ638d3N KNz4S6e-bgOIGXeW IaSrkOSxer?X_RQrlhESJZwOXlzJ4Dzw81 t 1-ao 6-4-8 a-1ao as• 14•a•4 1s-a0 z2-3-s 28.0•0 •0 1-a0' 6-4-8 3•S8 •1a 4-0-4 4-3-12 3-3-5 5.8.11 1-0.0 ita' 3 4x6 = 4x6 = 4 5 2x4 II Sx8 = Scale = 1:49.7 3x8 = 1b 14 - 12 11 3x8 = 6-4-8 2x4 11 3x8 = 3x4 = 3x8 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.19 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.41 9-11 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.08 9 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 142lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 9=1087/0-3-8 Max Horz 2=63(LC 12) Max Uplift 2=-263(LC 12), 9=-321(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/1645, 3-4=-1748/1406, 4-5=-1683/1418, 5-6=-1884/1502, 6-7=-1884/1502, 7-8=-1834/1438,8-9=-2098/1703 BOT CHORD 2-15=-1390/1898, 14-15=-1390/1898, 12-14=-1113/1749, 11-12=-1049/1662, 9-11=-1457/1890 WEBS 3-14=-437/519, 4-14=-946/1152, 5-14=-837/717, 5-12=-142/279, 6-12=-264/232, 7-12=-266/295, 7.11=-244/382, 8-11=-292/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2).Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5.0-0 to 9-10-0, Corner(3) 9-10-0 to 25-0-0, Exterior(2) 25-0-0 to 29-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 2 and 321 lb uplift at joint 9 7 07 e 0 WARNING . Verify design pammofora and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M0.7473 rov. faN312015 BEFORE USE. Design valid for rise oNy with MI lek® connectors. Thisdesign Is based oNy upon parameters shown. and Is for an Individual b uldhlg comp onenl, not MR apusssystem. Before use. the building designer must verity the aprxicat-Alty of design paiarnoters and popoily Incogarate this design Into the overall building design. Bracing Indicated Is to rxeveni buckling of Individual alfrus web and/or chord members only. Additlonal ternporary and permanent tracing M iTek' is always required for stablilty, and to prevent collcylse with pos0blo personal Injury and property damage. For general guidance iogaiding the fabrication, storage, delivery, erection and bracing of trusses and tars systems, soeANSVTPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke rest Blvd. Safety Information available from irrrss Rate InsllRife. 218 N. Lee Street. Suite 312. Noxaxlrla, VA 22314. Tango. FL 33610 Job Truss Truss Type Oty, , Ply W P0001 T12943759 WP0001 A7G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 4x6 = 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:40 2018 Page 1 638d3NKNz4S6e-YD W dhCgnpCIZ_KcKmG 1 ?3sW AkUvpnLsg?3S095zwB 1 r 4.0.4 4-3-12 2-9-13 3x6 = 15 13 12 11 3x12 MT20HS 4x10 MT20HS — Sx8 = 3x4 = 7x10 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 Except' 9-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1636/0-3-8, 9=2494/0-3-8 Max Horz 2=-63(LC 32) Max Uplift 2=-451(LC 8). 9=-787(LC 9) Scale = 1:50.8 CSI. DEFL. In (loc) Well L/d PLATES GRIP TC 0.80 Vert(LL) -0.31 12-13 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.57 2-15 >582 180 MT20HS 187/143 WB 0.92 Horz(CT) 0.13 9 n/a n/a Matrix-SH Weight: 148 lb FT = 20*% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 5.5-15 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3476/967, 3.4=-3172/916, 4-5=-3132/912, 5-6=-5492/1718, 6-7=-5452/1750, 7.8=-5825/1851, 8.9=-5622/1759 BOT CHORD 2-15=-890/3158, 13-15=-1310/4710, 12-13=-1595/5492, 11-12= 1568/5140, 9-1 1=-1568/5140 WEBS 3-15=-326/243, 4-15=-614/2179, 5.15=-2646/888, 5-13=-406/1074, 6-13=-266/237, 6-12=-586/431, 7-12=-493/1879, 8-12= 217/367, 8-11=-368/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 787 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 206 lb up at 21-0-0 on top chord, and 1453 lb down and 459 lb up at 19-9-8, and 340 lb down and 113 lb up at 20-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 2-9=-20 Q WARNING- Vorfly dosign panmoton and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI11-7473 mv. 10/032015 BEFORE USE. Design valid for use oNy with Milek® connectors this design Is based oNy upon Parameters shown. and Is for an Indlvldtial building component, not a truss system. Before use. the twlidirKI designer must verify One applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stab011y and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the latrlcallm storage, delivery, erection and bracing of Misses and tnis systems, seeANSIM I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn hiss Rate InstiRrte. 218 N. Lee Street. Stdte 312. Alexandria. VA 22314. Tonga. Fl. 33610 Job Truss Truss Type Oty, Ply WP0001 A7G Roof Special Girder 1 1bEP0001T12943759Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ek Industries, Inc. Fri Jan 12 06:24:40 2018 Page 2 ID:5c7Af6B5PEIPxJ638d3NKNz4S6e-YDWdhCgnpCIZ_KcKmG1?3sWAkUvpnLsg?3S095zw81 r LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-163(B) 12=-340(B) 16= 1453(B) Q WARNING - Vorlty doslgn paremoters end READ NOTES ON THIS AND WCLUDED MFFEK REFERANCE PAGE MX7473 rev. Ia*2ml5 BEFORE USE Design vatld for rise only with Milek® connectors. This design Is based only upon paramefersshown, and Is lot an InclMdual Lullding component, not a truss system. Below use. the building designer must verity the aplAicablllty, of design parameters and Ixororly hicogotcile this design Info She overall btAding design. Bracing tncilcafed Is to rxevenl buckling of IndIvklual Truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always iecRdred for slatAlly and to pxevenl colfaixe wllh possible peisonal Inftey and Ixop erly damage. For general guidance regarding the labilcatim storage, delivery, erection and txacing of trusses and Miss systerns. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from litis Plate Institute. 218 N Lee Street. Sulfe 312, Alexandria, VA 22314. Tanya, FL 33610 Job Truss Truss Type City , Ply W P0001 T12943760 WP0001 B1GE Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:41 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-OP4?UYgPaVrObUBWJ_YEc32V2uRkW?ggDjB_hYzwBiq 1.0.0 9.10.0 19.8-0 1-0-0 9-10-0 9-10-0 ' Scale = 1:34.4 4x6 = Ig 3x4 = 17 16 15 14 13 12 11 3x4 = 5x6 = Plate Offsets (X,Y)-- 14:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 rl/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. lb) - Max Horz 2=69(LC 12) Max Uplift All uplift 1001b or less at joint(s) 10, 2, 15, 16, 13, 12 except 17=-111(LC 12), 11=-118(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 14, 15, 16, 13, 12 except 17=275(LC 23), 11=290(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=.189/339, 9-11=-196/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 9-10-0, Corner(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of wllhslanding 100 lb uplift at joint(s) 10, 2, 15, 16, 13, 12 except Qt=lb) 17=111, 11=118. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. Q WARNING - Vanity dsstgn Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rov. faUV20IS BEFORE USE. Design valld for use oNy with Mllek® connectors. Ills design Is based only Upon paramoters shown, and Is for an individual building component not a truss system. Before use. the bwllding designer must verity the applicability of design parameters and proporty Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckiing of IrYJ WLaI toss web arxd/of chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fab dcotion, storage, delivery, erection anal bracing of trusses and tnrss systems, seeAN51/TPI I Quality Crllerla, DSB-89 and 8CS1 Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Truss Truss Type Oty, Ply WP0001 Ti2943761IJobWP0001B2Common31 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ek Industries, Inc. Fri Jan 12 06:24:41 2018 Page 1 I D:5c7Af685PE1 PxJ638d3NKNz4S6e-OP4?uYgPaVrObUB W J_YEc32PhuFO W zBq DI B_hYzwB 1 q 1-0-0 5.2.9 9.10-0 14-5-7 19-8-0 1-0-0 5-2-9 4.7.7 4-7-7 5-2-9 Scale = 1.33.3 4x6 = Ig bx8 9-10-0 19-8-0 9-10-0 9-10.0 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [6:0-0-6,Edge][7:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.37 6-7 >633 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.04 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-SH Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=718/Mechanical, 2=784/0-3-8 Max Horz 2=69(LC 12) Max Uplift 6=-188(LC 13), 2= 213(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1378/1316, 3-4=-1035/935, 4-5=-1035/971, 5-6=-1397/1357 BOT CHORD 2-7=-1138/1236, 6-7=-1143/1259 WEBS 4.7=-427/552, 5-7=-404/605, 3-7=-382/582 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-5, Exterior(2) 5-0-5 to 9-10-0, Corner(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=188, 2=213. 0 WARNING. Vodly dodtfn paritmolm and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 rov. 1MM rS BEFORE USE Design valid for use only with Mllek® connectors. This design Is based only upon Mamefers shown. and Is for an Individual building component, not a truss system. Before use. the building designer must verity the opfAlcab6lty, of design parameters and properly Incorporate this design Into the overall building design. Bracing IndIcaled Is to prevent buckling of IrxltML" Inks web aril/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty and to pevent colkybso wBh possible personal UUroy and popery damage For general guidance rogaraing the fabrication storage, delivery, erection and bracing of trusses and musssystems, seeANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute. 218 N. Lee Street, SrAte 312, Norandrfa. VA 22314. Tarnpo. FL 3361D Job Truss Truss Type Oty , Ply W P0001 T12943762 W P0001 CJ 1 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:42 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-UceO6uhiLpzHDemith3T8HbgZlpOFTIzSNxXD_zwB1p 1.0.0 1-0-0 1.0.0 1.0-0 Scale = 1:6.5 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/MechanIca[ Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8). 2=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 090 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING - Vadly dssryn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114/I.7473 rev. f aN320f 5 BEFORE USE. Design valid la use only with MllekO connectors ]his design 5 based only upon parameters shown. and Is for an In dlvldtiat "ding component, not a truss system. Before use. the building designer must verify the applicability of design parameters and piopoily Incorporate this design Into the overall building design. Bracing Indicated Is to txuckltng of Individual truss web and/or chord members only. Additional temporary and perrnaneni txocing M iTek' prevent Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For genefal guidance regarding the faindcatlon. storage. delivery, erection and bracing of trusses and truss systems. seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. 6904 P. rk East Safety Information available from Truss Plate Institute, 218 N. Lee Streot. Suite 312. Atexandrta. VA 22314. Job Truss Truss Type City. Ply WP0001 T12943763 WP0001 CJ3 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24.43 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-yoBmJEif6758roLuROaihU8rti70 w?7hlg4mOzwBto 1.0.0 3-0-0 1-0-0 3-0-0 Scale = 1:10.8 2x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In- loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0.3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1). 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3 Opsf, h=1511; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone, cantilever Left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING - Verity design pammoters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MI0-7473 mv. f arD MIS BEFORE USE. Design valld for use only with Mllek®conneclois. this design Is basecl only upon paamelers shown. and Is for a1 trncflvtdrral bulding component, not MR, a truss systern Before use. the txdlc9rg designer must verity the appilcabdity of design parameters and fxopeily incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Iriss web and/or chord rnernbers only. Additional temporary and perrnanent bracing MiTek' Is always iegWied for stability and to lxevenl collapse with possible peisond trrhny and property damage. for general guidance regarding the latrk:atiort slaage. delivery• etecllon and bracing of ktrsses and truss systems. seeANSI/1Pi I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Iruss Plate Institute. 218 N Lee Sfreof.Sidle 312. Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Type Qty, Ply 0001 T12943764 WP0001 CJ5 Jack -Open 6 1bop Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 s Sep 15 2017 MiTek Industries, Inc Fri Jan 12 06:24:43 2018 Page 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e•yoBmJ Ei f6758roLuROaihU8kXi4 L_w?7h 1 g4mQzwB 10 1-0 0 5-0-0 1.0.0 5.0.0 Stale = 1:14.9 3x8 = Plate Offsets (X,Y)-- (2:0-4-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.64 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >909 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3.8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12). 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING -Verify design pammoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1011V 0IS BEFORE USE. Design valid lot use oNy with Milek® conneclors. This design Ls lased only upon Mameters shown. and is for an Individual building component, not a truss system. Before use. the building designer must verity the appllcatAlly of design patamelers and rxopetty Incorporate this design Into the overall building design. Bracing Indicated Is to rxevent buckling of Indtvi lual inm web aril/or chord members oNy Additional lernporary and permanent btacing MiTek' Is always requAted for stability and to prevent collapse YAM possible petsorxb May and property darnage. For general gu ldorlco tegarding the fatricatlm storage. delivery. eroction and txacing of trusses and truss systems, seeANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lrus Rate Institute, 218 N. Leo Streot, Su llo 312, Afexandrla, VA 22314 Torrrpa, FL 33610 Job Truss Truss Type Oty, Ply WP0001 T12943765 W P0001 EJ7 Jack -Open 9 1 Job Reference o lional Bvilders Firstgource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:44 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-Q_IBXaIHIOD?Syw5?66xDigpg6KZjMFGwhQelszwBl n 7.0-0 1.0.0 7-0-0 Scale = 1 18 8 3x8 = 7-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (pst) SPACING- 2-0-0 CST. DEFL. - In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.16 2-4 >514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 2-4 >394 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-SH Weight: 231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0-3-8. 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and nght exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Ot=lb) 3=104. Q WARNING - Vortry dosign pammefors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11.7477 mv. 1aN2MIS BEFORE USE. Design valid for use only with MITek® connectors. this design Is Lased only upon parameters shown, and Is for an Individual building component, not a truss system. Bolore use. Ito Ixillding designer must verity the applicabillty, of design parameters and property Incorporate this design Into fly-, overall btAding design. Bracing Indlcaled Is to rrevent tackling of individual Inrss web and/or chord members oNy. Additional temporary and permanent tracing M iTek' Is always regtdred for stability and to prevent collapse with p ossdlle personal htb y and Ixoperh' damage. for general guldo ce regarding the fabrication, storage, delivery, erection and tracing of tnraes and fnrs systems- seeANSI/1PI I Quality Cdterlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Instthrfe. 218 N. Lee Street. Sulto 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type City. Ply 0001 T12943766 WP EJ7G JACK -OPEN GIRDER 1 G0001n opbReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:45 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-uBJWkwjvekLs45VHYpdAmvD6mV1CSpEP8L9BgJzw81 m 3-8-2 7-0-0 3-8-2 3-3-14 2x4 11 2 3 2x4 II Scale = 1:20.5 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.11 1-3 749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.20 1-3 406 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 63 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1120/0-3-8, 3=1473/Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-298(LC 8), 3=-439(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 0°6,joint 2 = 096,joint 3 = 09,6 5) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=298, 3=439. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 698 lb down and 208 lb up at 2-0-12, and 698 lb down and 208 lb up at 4-0-12, and 700 lb down and 206 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-698(F) 5=-698(F) 6=-700(F) Q WARNING - Vorffy dosfgn panmotors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI7-7473 rov. lavz207S BEFORE USE. Design valid for use only with MI lek® connectors. this design Is based only upon parameters shown. and Is for an Individual bti0tling component, not MRatrusssystem. Before use, the building deslgnei must verify the appllcat-Alty, of design pesigaiamelersandpropertyIncorporatethisdesignIntotheoverallbtdlddIng design. Bracing Indicated Is to prevent budding of Indivkhrat truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always iogtdrod for stability and to pievenl collapse wllh possible personal Initay, and propeny damage. for general gtAdance tegarding the fabrication, storage, delivery, erection and bracing of Misses and tniss systems. se.eANSI/TPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd Safety information available from trtiss Plate Insllhite. 218 N. Lee Slreot. Sidle 312. Alexandria, VA 22314. Torrpa, FL 33610 Job Truss Truss Type Oly, Ply 0001 T12943767 WP0001 HJ7 Diagonal Hip Girder 3 1[ Wop b Relerence o honal Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:46 2018 Page 1 I D:5c7Af 685PEIPxJ638d3N KNz4S6e-MNtuyGkXP2Tji F4T6X8PI71Knv43BDnZN?vlMlzwB 1 I 1-5-0 5.8.0 9-10-1 1-5-0 5.8.0 4-2.0 Scale = 1:21.2 2x4 = `"" „ 5 5-8-0 4-2.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 40 lb FT = 20%o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=107/Mechanical, 2=449/0-4-9, 5=328/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-75(LC 4), 2=-144(LC 4). 5=-99(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/223 BOT CHORD 2-7=-266/697, 6-7=-266/697 WEBS 3-7=0/303, 3-6=-763/291 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4, 5 except QI=lb) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1-4-15, 64 lb down and 80 lb up at 1.4-15, 29 lb down and 44 lb up at 4.2-15, 29 lb down and 44 lb up at 4-2-15, and 53 lb down and 92 lb up at 7-0-14, and 53 lb down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 lb down at 1.4-15, 19 lb down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B= 46) 13=-39(F=-20, B=-20) Q WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1 aMMI S BEFORE USE. Design valid for use only with Milek® conrleclots. Inls design Is lxssed only upon parameters shown, and Is for an Individual buIlding component, not a tnrs system. Defoio use. the building designer must verity Iho applicability of design pxrarneters and property Incot orafe, Ihls design Into the overall building design. Wac7lg Indicated Is to Ixevenl buuclding of Individual truss web and/or chord members only Ackllllonal temporary and perrnanenl txactng MiTek' Is always required for slabAlty and to pxovenl co4lc43so wlih possible puxsoncb I nfrsy and ixop arty damage. for general guldanco regarding the fabk;allon. storage, delivery, erection and bacing of tnrsses and Inus systems, seoANSI/TPI I Quality Crifeda, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avatloble from Ines Plate Institute, 218 N. Lee Stroof Sidle 312, Alexandria. VA 22314. Tenye. FL 3361 D Job Truss Truss Type Qty, Ply WP0001 T12943768 WP0001 M1GE Monopitch Supported Gable 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Jan 12 06:24:47 2018 Page 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e-rZRH9cIAALbaJPegg EferKI W QJ W gwiMicfelvBzw81 k 4-8-0 4-8-0 2x4 = 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P DEFL. in (loc) I/dell Ud Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.00 1 n/r 90 Horz(CT) 0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=45/4-8-0, 2=147/4-8-0, 6=197/4-8-0 Max Horz 2=93(LC 9) Max Uplift 5=-18(LC 9), 2=-55(LC 8), 6=-79(LC 12) FORCES. (Ib) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3.6=-144/350 Stale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 4-8-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. Q WARNING - VoAly deign panmoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114111.7473 rov. 10N3/2015 BEFORE USE. Design valki for use only with MlleM connectors. This design Is based oNy upon paramofers shown. and Is for an Individual building component. not a lius systom. Before use, lho building designer must verify the applicabllty of design potainefeis aril property Incorporate this design Inlo the overall bxAdng design. Bracing Indicated Is to prevent trickling or IndIvklual Inns web aril/or chord members only. Addifkmal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible torsonxb Injury and property damage. For general guidance regarmng the fabxlcallm storage, delivery. erection arx7 bracing of tnisses and Inns systems, se:eANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tanga. FL 33610SaltyInformationavailablefromTrussRateInstitute. 218 N. Lee Street, Sudto 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0001 M2 Monopitch 4 1T12943769 0001 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:47 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-rZRH9clAALbaJPeggEferKIR7JTNwj_icfelvBzwB1 k 4.8.0 4-8-0 1.5x8 STP = 2x4 11 3x8 = 4.8.0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P Scale = 1:14.2 DEFL. In (loc) I/defl Ud PLATES GRIP Vert(LL) -0.02 2-4 >999 240 MT20 244/190 Vert(CT) -0.04 2-4 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 19 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=143/Mechanical, 2=238/0-8-0 Max Horz 2=93(LC 11) Max Uplift 4=-52(LC 12), 2=-84(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-119/280 Structural wood sheathing directly applied or 4-8-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4, 2. Q WARNING • Verify doslgn peremoters end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M114473 rev. laV1,2015 BEFORE USE Design valid for use only with Milek®conneclors. This doslgn Is rased only upon parameters shown, and Is for an Individual LuDding component, not a truss system. Before use. the twlldlng designer must verity the arolcatAlly of design parameters and Ixoraedy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of lndWWual Inns web and/oi chord mernbeis only. Addillonal temporary and pennanent bracing M iTek' is always recµlied for slatAlly and to p fevonl cotkq]se with possible personal hnfuay and plop erty dainage. for generof guidance regaiding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Pefke East Blvd. Safety Information available from Iris Rate Institute. 218 N Lee Street. Stdle 312, Alexandria, VA 22314. Tanya, FL 33610 Job Truss Truss Type Oty, Ply WP0001 T12943770 W P0001 V3 Valley 1 1 Job Reference (optional) BUllders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI I eK industries, Inc. Fri dan a U6:24:48 zui B rage 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e-Jm?f Nxmoxfj RxZDsEyAtOYri LjsBIAEsgJOrRezwB 1 j 3-0-0 3-0.0 Scale = 1 ,9.0 2x4 5- 2x4 II LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 20%6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=78/2-11-6, 3=78/2.11.6 Max Horz 1=40(LC 9) Max Uplift 1=-21(LC 12), 3=-28(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1 60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0°6 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 1, 3. Q WARNING -Verify dooign paramorars and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Ma-7473 rov. 1=0115 BEFORE USE Design valld for use only with Mllek® connectois. fill design Is based only upon parameters shown. and Is for an trndivldttal building component. not o huss system. Before use. the bulldlrly designer must verify tho applicability of design parameters and property Incoipomie this design into the overall building design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Add lion ll temporary and permanent bracing MiTek' prevent of Is always ioclulied fof stability and to pxovenf collapse with possible personal hjuiy and p foperly damage nor general guldonce regarding the 6904 Parke East Blvd. latxlcalion, stoiage, delivery, erection and bracing of rnmes and finis system& seeANSi/TPI I Quality Criteria. DS6-09 and SCSI Building Component Tampa. FL 33610SafetyInformationavallablefromInesPlateInstitute, 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Truss Truss Type City Ply 1 IJob T12943771JoboRoeofarenceWP0001V5Valley11 optional) rnmoers riTstbource, I ampa, manl t iry, rfonoa 3Jbbb a Q0 20 5-0.0 a.l3U s bep 1 b ZUl / Mr I eK InoustrleS, Inc. r-rl Jan 1 Z Ub24'4a 2U1 d rage 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-Jm?f NxmoxfiRxZDsEyAtOYrbClpmfAEsgJOrRezwB 1 j 2x4 II 2 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4-11-6, 3=152/4-11-6 Max Horz 1=77(LC 9) Max Uplift 1— 42(LC 12), 3=-54(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 Scale = 1:13.6 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0°6, joint 2 = 0°6, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING - Vorlly dmign panmoton and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MIF7473 my. IM3/1015 BEFORE USE. Design valid for use only with Mllek® connectors. This design Is based only upon parameters shown. and Is for an Individual b ul ding component, not a truss system. Before use. the building designer must verify the appllcablilty of design pararneters and Iroperly Incorporato this design Into five overall b u9Uing design Bracing Indk:aled Is to rxevent b uckllrril of IndNkhkil truss web and/or chord members only. Addlllonat ternpofary and permanent brcy-ing M iTek' Is sways reel lied for stoUlty and to provent collcpse with possible peisond Inpay and Iropeny damage. for general guidance regarding the labdeciflor t, storage. delivery, erection and bracing of trusses and puss systems, se0ANSI/1PI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Plate 1nstlRtle. 218 N. Lee Street.Sulte 312. Alexandria, VA 22314. Tonga. FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ ldr For 4 x 2 orientation, locate plates 0-'nee from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS al .2 a2-9 C_ 4WEBS a c O c7-8 C6-7 c5-6 BOTTOM CHORDS R JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 Of O 2 U a O r— Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M1[ 0 MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-brocing, is atwoys required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General proctice is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. s PL-LID LengLh ProducL Plies Net, OL FJ1 41-00-00 16- BCI 6000s-1.8 1 11 FJ1A 16-00-00 16" BCI 6000s-18 1 2 FJ3 21-00-00 16" BCI 6000s-1.8 1 6 FJ4 21-00-00 16- BCI 6000s-1.8 1 2 FJ5 16-00-00 16- BCI 6000s-1.8 1 2 FJ6 4-00-00 16" BCI 6000s-1.8 1 2 BM2 4-00-00 1-3/4- x 16" UERSR-LRM 20 31002SP 2 Rm 1 12-00-00 1-1/6- x 16" BC RIM BOARD OSB 1 10 Rml m ap m 28-0-0 m 00 m 28-0-0 11 "I :EI ._JI 'i :I 17JI ..I . I 9 -I ni iI -dl m m r` q i R 1 m m ti i 1 14 m m m pp cv m Ln 13 m m i l_ I r— I m m r- i==I JI m I Cb E "XII %I wiI z 19 11 0 8-1-0 28-0-0 8-4-0 DEARWG HEIGHT 56HEDULE 0 Hanger List H1 HTU26 H2 HGUS26-2 H3 IUS 2.37/16 NOTES: L) REFER TO HID 91 (RECOMMENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY DRAGIN6 ) REFER TO EN6INEERED ORAWIN(h FOR PERMANENT DRACING REQUIRED 1) ALL TRU5SE5 (W UOIN6 TRU55E5 "ER VALLEY FRAMW6) MUST DE COMPLETELY DECKED OR REFE TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY OUILDER 4.) ALL TRU55ES ARE DES16NED FOR 7 o.c. MAXIMUM 5PAGIN6. UNLESS OTHERWI5E NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARIN6. LI LE55 OTHERWISE NOTED. 6) 5Y42 TRIA55E5 MUST DE WSTALLED WITH THE TOP DEING UP 7) ALL ROOF TRD55 HANGERS TO DE 5IMP5ON HTU26 UN.E55 OTHERWISE NOTED ALL FLOOR TRI.55 HANGERS TO DE SIMP50N THA422 ULE55 OTHERWISE NOTED. D) DEAMMEADER/LINTEL (HDR) TO DE FUIN15HED DY DUILDER. SHOP DRAWING APPROVAL THIS LAYOUT 15 THE 50.E 50I1RCE FOR FADRIGATION OF TRI AS ADD VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TftM LAYOUTS REVIEW ADD AFMAL OF THIS LAYOUT UU51 DE RECEIVED WORE ANY TW%ES WILL DE DULT. VEtn ALL EODDITIONS TO LY1JRE A6AMT (&J&5 THAT WILL RE91T W EXTRA CHAt6E5 TO YOU ty- hl c1 on, 0. I BuilderssRstSource Orlando PHONE 407-851-2100 FAX: 407-851-7111 Plant Glty PHONE: 813-759-5951 FAX 813-752-1532 L ER Starlight Homes I: 1826 k ADDEE55. WP0001 nAn is 9/27/17 Josh Permit # # 1 8- 9 7 6 Project Location Address RECORD COPY n City of Sanford S Building and Fire Prevention Product Approval Spec' 0 SPN O z DEPA ation Form 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 5120/610019100#0230 FL9174-R 12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement . Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including 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 Roofinq 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-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Boise Cascade Engineered Wood Products EA%TARN SP CIFIEWGU 1DE for products manufactured in Alexandria [Lena,], Louisiana ESG 07/21/2014 R 08/04/2015 2 The sIM PLE FRAM NG SYS EM® Makes Designing H.o;es Easier, Architects, engineers and •,esi.rs ,ruse. 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? 0 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. 0 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. 0 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. j Product Profiles, BC/8 Architectural Specifications ......... 3 VERSA -LAW Products, Specifications, Allowable Holes..... 26 About Floor Performance, BCI° Residential Floor Span Tables, VERSA -LAMS Details, Multiple Member Connectors ........ 27 One Hour Floor/Ceiling Assembly ........................ 4 VERSA -LAW Floor Load Tables (100% Load Duration) ......... 28 BCI® Floor Framing Details .......................... 5-6 VERSA -LAW Snow Roof Load Tables (115%Load Duration) ..... 29 o BCI° Joist Hole Location &Sizing, Large Rectangular Holes ... 7 VERSA -LAW Non -Snow Roof Load Tables (125%Load Duration). 30 BCI® Cantilever Details, Web Stiffener Requirements ..... 8 - 9 i BCI® Floor Load Tables ........................... 10 - 12 VERSA -LAW Closest Allowable Nail Spacing ............. 31 Qq)BCI® Roof Framing Details ........................ 13 - 14 VERSA -LAW Design Values ........................... 31 BCI Roof Span Tables ........................... 15 - 18 VERSA -LAMS 1.8 2750 Columns, VERSA-STUDO 1.7 2650 32 BCI° Roof Load Tables ........................... 19 - 23 Computer Software: BC FRAMER°, BC CALC° ............ 33 i BCI® Design Properties, BCI°Allowable Nail Spacing ....... 24 Framing Connectors: Simpson, USP ................ 34 - 35 Boise Cascade Rmmboard Products/Properties ............ 25 Lifetime Guarantee ........................... Back Cover Boise Cascade PAP . Eastern Specifier Guide • 0810412015 BCI® Joists VERSA -LAM° VERSA -LAM" VERSA -LAM° BCI® 4500s 1.8 BCIm 5000s 1.8 BCI® 6000s 1.8 BCIm 6500s 1.8 BCI® 60s 2.0 BCI® 90s 2.0 1.72650 1.82750 2.03100 i'I ,Y' T I T I T 91/2' 11'/i' 11%i' 19 / 1'/: , 9'/i' ,. 11'/:' '/. 14" '/. 14" I , 3to W 14" 11'/i' / 14"/ 14.. ,;i to 16" , .,.i' t0 7'/i' 24,. CD I -L _ _ I_ I ` 1 ill l I I --1I --I mo-- ---I I--- 1/: 1W. 2" 25he" 29/,e" 2e/1sI" 3'/2" ' W 3'W 3'/i; to 5'/:' 1'/i' 1W Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 31/2", 5'/:' BCI1' and VERSA -LAM'' products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports. J- o.i.st_Ar_ch.ite_ctur-alSpe_ci-fi.cati.o.n Scope: This work includes the complete furnishing and installation of all BCI® Joists Design: The BCI® Joists shall be sized and detailed to fit the dimensions and as shown on the drawings, herein specified loads indicated on the plans. All designs and necessary to complete the work. shall be in accordance with allowable Materials: BCIm 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 joint at that junction. 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 BCI° 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. 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 BCIm 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 BCI® 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. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 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. THREE STAR + * * FOUR STAR * * t * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE * CAUTION BCI• 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 9%' 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 1_1360: 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" 19.2" 24" 32" o.c. O.C. O.C. O.C. 12" O.C. 16" o.c 19.2" 24" O.C. 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" I 15'-6" 14'-8" 13'-7" I 11'-9" 11'-6" I 11'-6" 10'-0'. I 10'-0" 9'-7" 18,-g" 16'-8" 15'-3" 13'-7" 11'-911 5000s 1.8 1TS" 16'-0" 15-2" 14'-1" 1Z-; 11'S" 11'-6" 10'-0- I 19-0" I 9'-11" IT-4- 1T-9" 16'-4" 14'-7" 12'-5" 9%' 6000s 1.8 18'-2" 16'S" 15'S" 14'4" 13'-4" 11'-6- 11'-6" 10'-0" 10'-0" 10'-0" 20'-2" 18'-5" 1T5" 151-9" 13'-8" 6500s 1.8 18'4" 1T-1" 16'-l" 15'-0" , 13'S" 11'S" 11'S" I 10'-0" I 10'-0" 10'-0" 20'S" 18--11- 1T-1o" 16'-T' 14'S" 4500s 1.8 20'-0" I 18'-4" 17'4" 15'-5" i 13'4" 15'-6" 14'4" 13'-5" 12'-6" 1141" 21'-10" 18,-11" 17,4" 15'-5" 13'-4" 5000s 1.8 20'-9" 19'-0" i 1T-11" j 16'-7" 13'-4" 15'S" I 14'-9" 13'-11" 12'-11" 111-9" 23'-0" 20'-4" 18'-6" 16-7" 13'-4" 6000s 1.8 21'-T' 19'S" 18'-T' I 1T-4" 14'-10" 16S" 16-4- 14'5" 13'5" 12--1" 23'-10" 21'-10" 20'-0" 1T-11" 14'-10" 6500s 1 8 22'-2" 20' 3" 19'-2" ! 1T-10" i W-10" 16-0- I 15'-10" 1 14'-11" I 13'-10" I 12'-T 24'-0- 22'5" 21--1- 18'-10" 14'-10" 60s 2.0 23'-7" ' 21'-6" 20'S" 18'-11" 16'S" 18'-T I 16-9" 15-9" ( 14'S" 13'S" 26'-1" 23'-10- 22'S" 21'-0" 16'-4" 90s 2.0 26'-T' 24'-3" 22'-10" 21'-3" 19'-4" 1F: 18'-10" 1TS" 165" 14'-10" 29'5" 26'-10" 26-3" 23'S" 19'-4" 4500s 1.8 22'-9" j 20'-7" 18'-g" 1 16'-9" 113'-11" 17'-10" 16'4" I 15'4" I 14'-3" 13'-0" 23'-10" 20,-7" 18'-9" 16,-9" 13'-11" 5000s 1.8 23'-7" 2v-7" 20'-2" 18'-0" 13'-11" 18'S" 16'-10" 16-11" 14'-9" 13'5" 25'-7" 22'-l" 20'-2" 18'-0" 13'-11" 6000s 1.8 24'-6- 22'5" 21'-2" 19'S" 16-S' 19'-2" 1T5" 16S" 15'-4" 13'-11" 2T-1" 23'-11" 21'-10" 19'S" 15-5" 14" 6500s 1.8 25'-2" 23'-0" 21'S" 20'-2" i 165- 19'4" 1T-11" I 16'-11" I 15'S" 14'-3" 2T-9" 25'-2" 22'-11" 20'S" 15'-5" 60s 2.0 26'-9" 24'-5" 23'-T j 21'5" 16'-4" 20'-11" 19'-0" 1T-11' I 16'-7" 15--1- 29'-7" 2T-0" 26-6" 21'-10" 16'S" 90s 2.0 30'-l" 2T5" 25-10" 24'-0" 1 191S" 23'-6" 21'S" 201-0" 18'S" 16-9" 33'S" X-C 28'-7" 26-0" 19'-6" 4500s 1.8 25'-2" I 22'-0" 20,-1" 17'-11" 14,-l" 19'-9" 18' 0" I 17%0" I 115'40" I 14'-l" 25'-5" 22 0" 20,-l" 17,41" 14'-l" 6000s 1.8 2T-0" 24'-9" 23'-4" 29-10" I 15'-9" 21'-2" 19'-4" 18'-2" I 16-11" 15'S" 29'S" 25'-.W 23'-4" 20'-10" 15-9" 16" 6500s 1.8 2T-9" 25-4" I 2T-11" ' 21'-1" 16-9" 21'-9" I 19'-9" 18'S" 1T-4" 15'S" 30'S" 26'-11" 24'S" 21'-1" 15'-9" 60s 2.0 29'-T' 1 2T-0" 26-6" 21'-10" ' 16'-4" 23'-2" I 21'-1" I 19'-10" I 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" 1 19'-T' 26'-0" 23'-7" 22'-2" 20'-6- 18'-7" 36-10" 33'-T' 31'4" 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 23/32' minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c. require sheathing rated for such spacing - 7/s" 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.) O-n.e=H.o-u r_F-i.r-e-Resistive-Assem.b-ly ICC ESR 1336 2 3 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. 2J/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 %" 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=54 IIC=68 or Add31/V glass fiber insulation to fire assembly: STC=55 IIC=46 or Addan additional layer of minimum %" sheathing STC=61 IIC=50 and 9%2' glass fiber insulation to fire assembly Boise Cascade EVW • Eastern Specd er G. ide • 0810412015 Floor Framing NOTE The Illustration below is showing several suggested applications for the Boise Cascade EWP products. It is not intended to show an actual house under construction. NO MIDSPAN BRIDGING IS REQUIRED FOR BCI° JOISTS FOR INSTALLATION STABILITY, Temporary strut lines (1x4 min.) 8' on center max. Fasten at each joist with 2-8d nails minimum. Dimension lumber is not suitable for use as a rim board in BCIa floor systems. S BCI° rim joist. See page 6. 4 BOISE CASCADE* Rimboard. See pages 6 and 25. For load bearing cantilever details, see page a. o•- BCI• blocking or 2x4 'squash" block on each side required when supporting a load -bearing wall above. BCI° Joists, VERSA-LAML and ALLJOISP 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-LAMT, ALLJOIST". and BCIr Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA-LAMf, ALLJOIST° and BCI° Joists are intended only for applications SAFETY WARNING DO NOT ALLOW WORKERS ON BCI& JOISTS UNTIL ALL HANGERS, BCIO 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. When Installing Boise Cascade EWP products with treated wood, use only connectors/fasteners that are approved for use with the corresponding wood treatment. VERSA -LAM" header or an BCI° header. 1%" knockout holes at approximately 12" o.c. are pre -punched. FC15 See page 7 for allowable hole sizes and location. VERSA -LAM' LVL beam. 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 -LAM'. ALLJOIST°, and BCI' Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. PRODUCT HANDLING TO AND AT JOB SITES 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 Specifier Guide • 08/0412015 oor- - raming- etas s- - - Additional floor framing details available with BC FRAMER® software Nail Boise Cascade Rimboard to BCI• Joists with 8d nail Into each flange. n orDimension lumber Is not suitable for use as rimboard I I with BCI' Joists. Dimension lumber Is not suitable for use as rim board with BCI• Joists. Blocking may be required perpendicular to wall, consult design professional of record and/or local building official. 0 BCI• rim I 2x6 S ® ®t ®1 BOISE CASCADE* Top Flange or Face One 8d nail Rimboard Mount Joist Hanger / each side at VJ bearing Solid block Note: BCI• floor all posts Joist must be t II from above designed to carry I+-1%" minimum bearing to bearing wall above when I length (13h" required for below, not stacked over 18" and deeper Joists) wall below. VERSA LAM• To limit splitting flange, start nails at least 1%" 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. 1 . For load bearing wall above stacked over wall below). BCI' bloc Blocking may be required at Intermediate bearings for floor dlaphragm per IRC in high seismic areas, consult loc4offidal. A0Load bearing wall above u(stacked over wall below) j block am12' wlth Joist ils. L<wlde Hanger Filler block. Nail with 10 - 10d nails. Backer block required where top flange Joist hanger load exceeds 250lbs. 2x block. Double BCI° Joist Connection Filler Block see chart below) Wet> Filler Nailing 12" on -center Connection valid for all applications. Contact Boise Cascade EWP Engineering for specific conditions. LATERAL SUPPORT BCI•Jolsts shall be laterally supported at the ends with han ers, rimboard, BCI• rim joist or blocking panels. BCI blocking panels or rimboard are required at cantilever supports. Blocking may be required at Intermediate bearings for floor dlaphragm per IRC in high seismic areas, consult local building offlclal. MINIMUM BEARING LENGTH FOR BCIa JOISTS Minimum end bearing: 1%" for all BCI•Jolsts. 3W is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALL* software. NAILING REQUIREMENTS BCI• rim joist, rim board or closure panel to BCI• Joist: Rims or closure panel Srh Inches thick and less: 2-8d nails one each in the top and bottom flange. BCI.450as/5000s rim Joist: 2-30d 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 BC1Dist with 2-10d box nails, one each side of flange. 9 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 Ioisttosupport: 2_ d nails, one on each side of the web, Placed 1% inches minimum from the end of the BCI Joist to limit splitting. Double Squash Block Vertical Load Size Joist Spacing )in) 12 16 19.2 24 2x4 4463 3347 2789 2231 2x6 7013 5259 4383 3506 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 and 9. Uplift on backspan shall be considered in all cantilever designs. Sheathing toBCl• Joist: Prescriptive residential floor sheathing nailing recLuires 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 bracingg spacingg for full lateral stabllitY: 18" for BCI•4500s & 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 YA" Two %' wood panels or 1.8 wood panels 2 x 5000s 3/4" or'/." Two'/." wood panels or 1.8 wood panels 2x- 6000s 1%" or two y1" 2 x + YI6" or 1.8 wood panels W wood panel 6500s 1%" or two%" 2x +Sri" or 1.8 wood panels 3h" wood panel 60s2.01 1%" or two %" 2x + T/6" Or wood panels 3/z" wood anel 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'/:" to avoid a forced fit. BCI• Joist Slope Cut Reinforcement Detail below restores original allowable shear/reaction value to cut end of BCI•joisL BCI• Joist shall not be used as a collar or rafter tension tie. 2 z 6 min, rafter. Rafter shall be supported by ridge begin or other upper bearing support iNptha12minz. Ie Heel , belowlK r 24• 2x blocking required at bearing (not shown for clarity). 3/ u min, plywood/OSB rated sheathing as reinforcement Install reinforcement with face grain horizontal. Install on both sides of the Ioist. right to bottom flange. Leave minimum V: gap between reinforcement and bottom of top flange. Apply construction adhesive to contact surfaces and fasten with 3 rows of min.l0d box nails at 6' o.c. Alternate nailing from each side and cinch. Minimum Heel Depth End Roof Pitch Wall Bearin 6/12 7/12 8/12 9/12 10/12 12112 2 x 4 4IN' 41/i 4'/." 4'/.- 4'/." 4'/.- 2 x 6 33A- 33/4" 23/." 2%' 29/4" 2'/." 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 plf) Depth in] Series No W.S!Ik W.S.Rk 9%" 4500s 1.8, 5000s'1.8, 2300 N/A 6000s1.8 6500s 1.8 4500s 1.8, 5000s 1.8, 2150 N/A 6000s1.8 6500s 1.8 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 Cascada E1NP - Eastern Specri er Guide • 08 04/20' 5 BCI° Joist_Hole_Location_& Sizi_ng__ BCI® Joists are manufactured with 11/2' round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension of largest hole (knockouts exempt) see table below) No holes (except knockouts) allowed In bearing zones see table below) A i%" round hole may be cut anywhere in the web. Provide at least 3" of clearance from other holes. Do not cut holes larger than 1%" round in cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1'/2' r'La ti i`r INA•— e • Round Hole Diameter [in] 2 3 4 5 6 6'/27 18YI/89 10 11 12 13 Rectangular Hole Side 3 5 6 7 J Any 8 1'-0" 1'-1" 1'-5" 2'-1" 2'-9" 3'-1" 3,_5" 9W Sran12 tl 1'-0" 1'-2" 2'-2" 3'-2" 4'-2" 4'-8" 5'-2" Joist 16 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter (in]; 2 3 4 5 6 6'/2 1 7 18 1 8% 9 1 10 11 1 12 i 13 Rectangu__ I----'—- angular in 2 3 4 5 7 1 8 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" 2'-10" 3'-4" 3'-9" Any Sr 12 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4'-3" 5'-0" 5'-8" 11z/i lrtl Joist 16 t'-0" 1'-10" 2'-10" 3'-9" 4'-9" 5'-3" 5'-9„ 6'-9" 7'-7" 20 1'-1" 2'-3" 3'-6" 4'-9" 5'-11" 6'-7" 7'_2" 8'-5" 9'-6" Round Hole Diameter [in] 2 1 3 1 4 5 6 6'/2 7 8 18% 1 9 10 11 12 1 13 Rectangular Hole Side I 2 i 3 1 3 5 6 6 1 8 9inI i 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" 3'-C 3'-8" Any 12 1'-0" 1'-1" 1'-3" 1'-10" 2'-6" 2'-10" 3'-1" 3'-9" 4'-3" 4'-4" 5'-0" 5'-7" 14," Stan 116 1'-0" 1'-1" 1'-8" 2'-6" X-C 3'-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5" Joist 20 1'-0" 1'-1" 2'-1" 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'-2" 7'-3" 8'-4" 9,4" 24 1'-0" 1'-4" 2'-6" 3'-9" 5'-0" 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'-0" 11'-2" Round Hole Diameter [in J 2 3 ( 4 1 5 6 6'/2 7 8 8% 9 1 10 1 11 I 12 i 13 Rectangular Hole Side I -~ 2 3 5 5 6 8 9 r 10in] -- - 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-3" 1'-7" 1'-11" 2'-0" 2'-5" 2'-9" 3'-2" 3'-7" 12 11'-0" 11'-1" 11'-2" 1'-2" i 1'-3" 1'-6" Any = 1'-10" 2'-5" 2'-11" i 3'-0" 3'-7" 4'-2" 4'-9" 5'-4" t — - -1- -- - - I--t--- 16" span 16 1'-0" 1'-1" j 1' -2" 1'-2" , 1'-8" 2'-1" Joist ] -- - -- - 20 1'-0" 1'-1" 1 2" 11'-2" 2'_1„2 7" T- - - -- 2'-6" 3'-3" 3'-11" , 4'-0" 3'_1" 1 4'-1" 4'-11" r5'-1" 4'-10"! 5,-7" 6'_4" 1 7'_2„ 6'-0" 7'-0" 8'-0" r8'-11 r- - - - - I- - - , --— i 24 i 1'-01, 1'-1" 1'-2" 1'-4" 1 2'-6" i 3'-1" I--- - - - - - -I -- 3'-9" 14'-11"'5'-11" 6'-1" 1 -- - - 7'-3" i 8'-5" ' 9'-7" I10'-9" DO NOT cut or notch rf flange N J DO out 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 1%i'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 11/2" 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. Large--Rectangular H-oles-in_-BC_-110J—J.oist_s- - 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. Single Span Joist See Max Hole Size on holeeF Chart for Joist Depth jobt Span Minimum 2x diameter/ I vddth of largest hole owl I i Simple Span Joist 6'-0• Min Notes: 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 EWP • Eastern Specifier Guide • 08104f2015 Maximum Hole Size Simple MultipleJoist Depth Span Span 9I/V 6" x 14" 6" x 12" 11%" 8" x 16" 8" x 13" 14" 9" x 18" 8" x 16" 10" x 17" 16" 11 x 18 10" x 14" 12" x 16" Multiple Span Joist g hole See Max Hole Size on hole I.— %Joist I Chartfor Jobt Depth I-- %joist --.I SpanSpanI-- Muftiple Span Joist 12'-0' Mtn I—Muttiple Span Joist 12'-0• Min Larger holes may be possible for either Single or Multiple span joists; use BC CALICO sizing software for specific analysis. Rein orced-_Load Bearing _Cantilever Table__ SUO Jo sts H- H35 Roof Total LoY45JoistaoisN 16 19.2 24 16 19.2 2424000100X2600000X2800X0XX 30 0 0 X 0 X X X X X 32 0 0 X 0 X X X X X 0 34 0 0 x o, x x x x x Ln 36 0 X X X X X X X X_ 38 0 X X X X X X X X 40 0 X 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 X X 26 0 0 1 0 X 0 X X m 28 1 0 X X X X X 30 1 0 X X X X X 0 32 t X 0 X X X X X 34 X X X X X X X Lo 36 X X X X X X X 38 0 X X X X X X X X m a0 0 X. x x I x x x I x x 24 0 0 1 0 1 0 J 0 0 1 o 1 x I x lo 2s 0 0 0 0 0 x 0 x x 28 0 0 0 0 0 TX X X X 30 0 0 0 0 0 X X X X 6 32 0 0 0 0 X X X X I X 34 0 0 X 0 X X X X X 36 0 0 X 0 X I X X X X 38 0 0 X X X X X X X 40 0 0 X1XIX X X X X 24 0 0 0 0; 0 0 0 0 X 26 0 0 0 0 0 0 0 X X o 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X cS 32 0 0 0 0 0 X 0 X X 0Ln 34 0 0 0 0 X X X X m 36 0 0 X 0 X X X X X_ X 38 0 0 X 0 X X X X X.- 40 0 0 X 1 0 X X X X X 24 26 0- 0 0 0 0 0 I 0 0 0 O WS WS 0 0 0 0 I X X 28_ 30 0 0 0 0 0 0 0 X 0 WS X 0 0 0 X 0 INS X 0 0 32 34 0 0 0 WS 0 0 0 X X 0 X X_ 0 WS 0 0 X X Q ss 0 0 WS o WS X x x x X3800X0X 0 Xx 40 0 0 X 0 X X X X X 42 0 0 X 0 X X X X X 24 26 0 0 0 0 0 0 0 0 0 WS 0 0 1 10 WS 0 0 1 m 28 0 0 0 0 0 WS 0 O X 30 0 1 0 WS 0 00 1 0 0 X 0 32 0 1 0 WS 0 I 0 1 0 1 1 X N 34 36 0 0 0 X X 0 0 W001 0 X X 38 0 0 X X X 40 0 0 X X( X 24 0 0 0 0 0 0 0 1 0 0 0 WS 12s000000 m 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 I WS 0 0_ X_ 0 32 0 0 0 0 0 1 0 WS X 34 0 0 WS 0 0 1 0 1 X 36 0 0 WS 0 0 1 0 X 0 X X_ X3800WS' 0, 0 X 40 0 0 1 o rWSf-X X, X G o C N c o O z`" Roof Total Load sf 35 45 55 Joist Spacing in 16 119.2124 116 119.21 24 1 16 19.2 24 24 0 0 1 0 1 0 1 0 0 1 0 1 0 1 1 26 0 0 0 0 0 0 1 0 0 1 X 28 0 0 0 0 1 0 0 1 0 0 X 0 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 38 0 0 0 0 0 X 0 1 X 4o 0 0 1 0 0 X 0 X X 24 0 0 0 1 0 1 0 0 0 0 1 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X 4 30 0 0 0 0 0 1 0 1 0 X H 32 0 0 0 0 0 1 0 1 X 34 0 0 0 0 X 0 1 X 36 0 0 tl 0 0 X 0 1 X 38 0 0 0 0 X 0 1 X 40 0 0 0 1 X 1 X X 24 0 0 1 0 0 1 0 0 1 0 1 0 1 0 26 0 0 0 0 1 0 0 0 1 0 1 0 28 0 0 0 0 0 0 0 010 N 0 30 0 0 0 0 0 0 32 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 WOO36000000 38 0 0 0 0 0 0 40 0 0 0 0 0 0 24 26 28 0 0 0 1 0 0 0 0 1 0 JWF 0 0 0 0 0 WS 0 0 1WS 0 0 0 0 0 WS 0 0 1 Co 30 0 0 0 0 0 WS 0 WS X y 32 0 0 0 0 0 WS 0 WS X 6 34 0 0 WS 0 0 1 0 WS X v 36 0 0 WS 0, 0 X 0 WS X 38 0 0 WS 0 1 WS X 0 X X 40 0 0 WS 1 0 jm X WS X I X 42 0 1 0 1WS1 0 IWS X WS X I X 24 0 0 1 0 1 0 1 0 WSJ 0 1 0 IWS 26 0 0 1 0 1 0 1 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 WS' 1 H 30 0 0 WS 0 0 WS 0 WS1 1 o CO 32 0 0 WS 0 0 WS 0 WS 2 34 0 0 WS 0 WS 1 0 WS X 0 0 WS 0 WS 1 0 WS X36 38 0 0 WS 0 WS 1 WS 1 X 40 0 0 WS 0 WS 2 WS' 1 X 24 0 0 1 0 1 0 1 0 0 1 0 1 0 JWS m 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 00 34 0 0 0 0 0 WS 0 WS 1 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 1 0 1 0 1 2 40 0 0 WS 0 WS 1 0 1 2 24 0 i 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS W 30 0 00 0 0 0 WS 0 0 1 0 32 0( 0 0 0 0 WS 0 WS 1 34 0 0 0 WS WS 0 0 WS WS 0 0 WS WS 2 236 38_ 40 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 WS O iWS 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/CSB-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 CALC° 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 CALC° software. N Roof Total Lo a ps o c rn c 35 145 55 Joist S aun inoO a: 16 119.2124 1 16 119.21 24 1 16 119.21 24 24 0 0 1 0 1 0 1 0 0 i 0 JWS 26 0 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS 0 30 0 0 0 0 0 WS 0 0 1 m 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 1WS 2 38 0 0 0 0 0 1 0 WS X a 40 0 0 WS, 0 0 1 0 1 1 X 24 0 0 0 1 0 0 1 0 1 0 1 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 m 32 0 0 0 0 0 0 0 0 0 orn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 1 40 0 0 0 0 1 0 0 0, 0 1 1 24 is o o 0 o O'010 6o - o 010 0 WS ws;o o ws 28 0 o WS o o ws 0 30 0 o 0 0 0 0 WSi 0 WSIWS H 32 0 0 0 0 0 WS 0 :WSJ 1 0 34 0 0 WS 0 0 WS} 0 1 WS X v i3600WS 0 0 WS 0 WS X 38 0 0 WS 0# wws 0 WS ' X 40 0 0 WS ' 0 WS I WS XX 42 0 1 0 WS 0, WS 1 X 24 0, 0 0 I 0 0 1 0 0 WS 26 0 0 0+ 0 1 0 0 --0 0 WS m 28 0 0 0 II 0 0 WS r 0 0 WS 0 30 32 0 0 0 0 0 +0 O O i 0 W 0, 0 1WS WS 10 fiWS.WS 6 34 0 0 0 0 WS' 0 WS 1 36__0 0 0 WS o 0 WSI o YWE; 1 38 0 0 WSI 0 I 0 WS 0 WS 2iWS4000WS- 0 WS WSW 2 24 0_ 010'_0L0 01 0 0'WS 26 0 0 0 0 0 0 0 ci WS 28 0 0 0 0 0 WSJ 0 S io 0 30 0 0 0 0 0 WS; 0 0 iWS 0 32 0 0 0 0 0 WSJ 0 WS1 to 34 0 0 0 0 1 0 WS 0 WS 1 to 36 0 0 WSI 0 1 0 WS 0 WS 2_ 38 0 0 WS, _0 0{WS WS 0_ WS • 2rS4000WS, 0 WS! 0 2 24 0 0 0 0 0 0 WS 26 0_ 0 0 0 0 0 0 0 0 0, WSMOtWS O y 30 32 0 0 0 0 0 i 0 0 0 0 1 0 WS 1 0 01 WS WSI 0 1 0 WS 34 0 0 0 I 0 0 WS, 0 I WS V—VS 36---6 38 0 0 0 0 0 0 O T 00 WS 0 +TWS 1 I — - WS0 WS 1 1 a40 0 0 WSI O i 0 WSI 0 WS 1 24 0 0' 0 0 0 0 1 0' 0 0 26 0 0 0 0 0 0 0 0 0 0 28 30 0 0 0 0 0 i 0 0 0 0 0 0 000 0 1 0 0 0 w 32 0 0 0 0 0 0 0 '0 ' 00_ W 34 0 0 O 0 0 0 0 00 W_ S36 38 0 0_ 0 0 0 0 0 0 - 6-1 0t—o_0 0 0' 0 WS 1 40 0 0 1 0 0 1 00 0 0 r1 KEY TO TABLE 0 .... No Reinforcement Required WS .... Web Stiffeners at Support 1 .... Web Stiffeners Plus One Reinforcer 2 .... Web Stiffeners Plus Two Reinforcers X .... Use Deeper Joists or Closer Spacing Bole Cascade EWP • castem Speaker Gr 1de • 08104/2015 Reinforced Load Bearing_ Cantilever -Detail 2'-6" 2'-0" 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 CALC'D software. PLYWOOD / OSB 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__W- all-Cantileve r--D-etails--- BCI® 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 BCI° 90s 2.0 joists. Clinch all nails. BCI• Jolst blocking Wood Structural Wood backer block 2x Closure Panel Closure Seepage 6 ofEastern 2x8 minimum Specifier Guide BCI lolst r / blocking Ceiling or tructural off it 2/ 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. See Web SmallGa D Stiffener NalllnIllo: min., 2' ma2.1 ter I n II'fs e Chart _ Web 2• min. 4" max Web stiffeners applied to both sides of the Jalst web 3%" min. bearing Minimum 1%limes Cantilever Length Back Span Web- - Stiffener---Requirements------ 16 Minimum Width BCIo Joist Series For Structural Capacity Min. Thick) Lateral Restraint in Hanger 4500s 1.8 Y:' Y:' 25he' 5000s 1.8 Y:' 25he" 6000s 1.8 2she" 6500s 1.8 1W, 1" or 1Y." 25he" 60s 2.0 25he" 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 manufacturers 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 BCI° Design Properties on page 24 or the BC CALC° software. ol Section View Maximum 3 Back Span not to exceed 4'- 0- BCI° Joist Series Stiffener Nailing'S61 edu'l'd' Joist Depth Bearing Location End Intermediate 4500s 1.8 9'/ 2' 2-8d 2-8d 11'/:' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 5000s 1.8 9'/ z" 2-8d 2-8d 11'/ e" 1-81d 3-8d 14" 2-8d I 5-8d 6000s 1.8 9'/ 2" 2-8d 2-8d 11'/ a" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 6500s 1.8 9'/ 2" 2-8d 2-8d 3- 8d 2-8d 11'/:' 14" 2-8d 5-8d 16' 2-8d 6-8d 60s 2.0 11Ys" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 90s 2.0 11'/:' 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d t3oise Gescade tvw • Eastem Specter Guide • 0810412015 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'/2" BCI® 4500s 1.8 11%11 BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/2" BCI® 5000s 1.8 117/8" 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. Base Cascade EWD • tastem Specd er G:nde • 08/0412015 Floor Load Tables _ 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 9'/i' BCI® 6500s 1.8 11'/e' 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 Total Load 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 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 Cascade EW.0 • Eastern Specife, Guide • 08/041201 rt-I.--- v Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16" Flange Width 3'/z' Flange Width 11 %11 BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11 %11 BCI® 90s 2.0 14" BCI® 90s 2.0 16" 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 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 CALC° software. Boise Cascade EWP • Eastern Specifier Guide • 08104/20 i5 0] FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. I /. I Blocking not shown ' 1 for clarity. 0] SAFETY WARNING BCI° Rafters Structural ridge VERSA-LAM10 or load -bearing wall required. Blocking or other lateral support required at end supports. R05 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 BCIm Rafters may be required. DO NOT ALLOW WORKERS ON BCIv JOISTS UNTIL ALL HANGERS, BCI'D SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO RIM JOISTS, RIM BOARDS, BCI° BLOCKING PANELS, X-BRACING AND PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. 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, 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. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within Y2 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. BCI® Ceiling Joist with Bevel End Cut (For Limited -Access Attics Only) BCIa 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. Rafter Strut Roof Rafter 2'-6" o.c. or BCI.45005) Ceiling Loads: 3'-0• ox- or BCI. 6000s) Live Load a s psfMinimumHeelDepth Dead Load = 7 sfSeetableetright) p 12 2X Blocking Mln. 6 9%', 11'/: or 14" Web BCl• 4500s/5000s/6000s/6500s Filler Ceiling Joist @ 24" o.c. Maximum 3'h" Minimum Bearing 2x4 wall) Each End Maximum Span Lengths Without Roof Loads 91W BCI° 4500s 1.8 / 5000s 1.8 16000s 1.8 / 6500s 1.8 20'-0" it%" 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" it root loads present, see Notes 2 S 3 at right) Minimum Heel Depths Joist Depth End Wall 2x4 2x6 9Y," 21S' I 1 h" 117:' 3S" 2N' 14" 4W 3IN' 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 (3" long) box or larger nail. 6) 1x4 milers 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 BCI° Joist per building code requirements for ceiling joist to roof rafter connection. Boise Cascade EWP • Eas:em Speufer Gjtde • 08IC412015 Roof Framing_ Details Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope®1 Rimboard / VERSA -LAM* blocking. greater than Ventilation'V' cut 1/a of length,'/z of depth* fitRange VERSA-LAM• blocking. ntilation "V" cut: length, 1/2 of depth blockin4g TiFlange of BCI• Joists may for soffitsupport. foe birdsmouth cut only at I sthe low end of the Joist. 2'f' ma~x. Birdsmouth cut BCI• Joist Simpson VPA or USP TMP connectors or equal can Flange of BCI• Joists may be blydsmouth cut only atange must bear fully onwebstiffenerbeusedinlieuofbeveledplateforslopesfromthelowendoftheoisLBirdsmouthcutBCI• Joistlate, equired each side. 3/12 to12/12. flange must bear fully on plate, web stiffener required each side. Bottom flange shall be fully supported. 1 1 Simpson or USP LSTA24 strap, nailing 1 , Simpson or LISP LSTA24 strap where slope Sod nails 4 idf135 PLF max. at 6' o.c. 2khoriz.k per governing building code. exceeds 7/ 12 (straps maybe required for lower 40 PLF max. BCI• blocking g slopesIn high -wind areas). Nailing per governing VERSA -LAM* LVL Holes cut building code. support beam. for ventilation. VERSA-LAM' LVL support beam. Backer block. Thickness per corresponding BCI• series. ck locking cut ouble- 0beveled Beveled web stiffener 4'-0" horiz.tilation. wood plate. on each side. Blocking on both sides of ridge may be required for 2'.6shear transfer per design professional of record. Simpson LSSUI or LISP TMU hanger. 1 1 1 st may be r Backer block Lhen L exceeds r minimum 12' wide). 2'-0'ing. i Joist Nall withl0-10dnails. max 1 Hanger g as required. Nail 1 outrigger 1 through BCI• C web. DO NOT bevelcut joist iller 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 250 lbs. flange. Outrigger Install tight to top flange. acing no greater n 24" on -center. LATERAL SUPPORT BCI• Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rlmboard, 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 BCIe 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 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 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 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 Back i ernessFiller Block Thickness 4500s 1. 8 5/" or 2/4 wood anels 5000s 1. 8 woo °r"odpanels Two i'4" wood panelsor 2 x _ 6000s 1.8 1%" or two %' wood panels 2 z+ %," or %" wood panel 6500s 1.8 1;4" or two wood panels 2x _ + ii' or i4' wood panel 60s 2.0 1'h"woodanels or two ' 2 x _+ %," 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 to avoid a forced fit. 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 BCI° 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 BCI' 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. Boise Cascade EVVP • Eas:Ern Specd.e, G.nde • 0804120' 5 Maximum clear span in feet and inches, based on horizontal spans. yJ' U,IkV ILAJ:`-'•:': BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 91/2' 111/81' 14" 16" 91/z, 11%" 14" BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 5000s 1.8 BCI° 5000s 1.8 BCI° 5000s 1.8 Live Dead 4/12 4/12 1 8/12 4/12 4/12 i 8/12 4/12 4/12T8/12 4/12 4/12 18/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12orLoadLoadortotoortotoortotoortotoortotoortotoortoto psf] [psfj Less 8/12 112/12 Less 8/12 I12/12 8/12 I12/12 Less; 8/12 112/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 23'-10" 22'-6" 20'-10" 26'-5" 26'-9" 24'-10" 32'-3" 30'-5" 28'-3" 35-9" 33'$" 31'-3" 4'-10' 23'-5" 121'-9" 29'-T' 2T-11' 25'-11' 33'-8" 31'-9" 29'-5" Snow 20 15 122'-T' 21'•3" 19'-7" 26-11" 26-3" 23'-4" 30W" 26-9" 25-6" 33'-6" 31'-10" 29'4" 23'-6" 22'-1" 20' 5" 28'4" 26'-4" 24'-4" 1'-10'129'-11' 27'-7" 1259/. 20 20 21'-7" 20'-2" 18'-7" 25'$" 24'-0" 22' 1" 29'-2" 1 2T-4" 25'-1" 31'4" 3D'-3" 2T-10" 22'-5" 26'-9" 25'-0" 123'-0" 30'-5" 28'-5" 26'-2" 25 10 22'$" 21'-5" 17-11" 29-11" 26-6" 23'$" 39-7 29'-0" 26-11" 37.3" 31'-T' 291•10" 23'-7" 22'4" 20'-9" 28'-1" 26'-7" 24'-9" 1'-11" 30'-2" 28'-1" 25 15 21'-7" 20'4" 18'-10" 25'-9" 24'-2" 22'-5" 28'-2" 2T-5" 25-6" 39-1" 29'-4" 28'-3" 22'-6" 21'-2" 19'-7" 6'-10" 25'-3" 23'-4" 30'-3" 28'-8" 26'-7" 12" O.C. o.c. 30 10 21'$" 20'$" 19'-1" 25'-9" 24'-5" 22'-9" 28'-3" 27'-9" 26-11" 39-7' 29-8" 28'$" 2T-7" 21'-4" 19'-11 6'-10" 25'-5" 23'-9" 30'-4" 28'-11"1 2T-0" Snow 30 15 20'-5' 15-7" 18'-2" 24'-5" 2S4" 21'$" 26-7" 26-11" 24'-7" 29-5" 2T•5' 26-10" 21'-7" 20'-5" 18'-11 25'4" 24' 4" 22'-7" 28'-6" 2T-8" 25-8. 115% 1 24-7' 2T-0" 25$" 26'-1" 20'-0" 19'-8" 18'-7" 24'-5" i 23'-5"' 22'-2" 27'-2"; 26'-8" 25'-2" 40 15 19'-5" 1 17'-1" 22'-1" 21'$' 20'-0" 25-1" 1 23'-7" 25$" 2S-T 24'$" 20'-2" 19'-1" 1T-10' 23'-8" 22'-9"' 21'-3" 5'-10" 50 10 21%7 , 29-10" 19'-9" 11" 23'-r' , 27-1a' 27-5' 24'-6" ; 24'-4" ` 24'-0" 19'-0" 18'-3" 17'-3" i --- 22'-8" 21'-9" 20'-7" 1- --- 4'-10" 24'-6"' 23'-5" 18'-3" ' 1T$" 16'-r' 50 15 1T-11" 17'4"16'-3" 29 4" . 29-T ; 19'4" 274' 21'-9" , 21'-3" 2Y-91. 23-3' ; 22'-9" 19'-0" 18'4'16-11 1'-10" 21'-5" 20'-2" 23'-9", 234" 22'-10' Non- 20 10 21'-T 20'-5" 18' 11" 25' 9" 24'-3" 22' 6" 29' 3" 27'-1" 25'-T' 31'-5" 30'-T' 28'-4" 22'-6" 21'-3" 19'-8'. 6'-10' 25' 4" 23'-6" 30'-6" 28'-9" 26'-8" Snow 20 15 20'$" 19'-3" 17'-9" 24' 4" 22' 11" 21' 1" 27'-2" 26'-0" 24'-0" W22'- 7' 26'-7" 21'4" 20'-0" 18'-6" 25' S" 23'-10' 22'-0" 8'-11' 27'-1" 25'-0" 125% 20 20 19'-6" 18'-3" 16A0" 23'-3" 21'-9" 20'-0" 25'4" 24'-5" 22AT'-7' 24'-11" 20'-4" 19'-0" 17'-6" 24'-3" 22'•8",20'-10' 27'-2" 25'•10' 23'-9" 25 10 2U-6" 15-5" 18A" 24'-0" 23'-1" 21'$" 26'-1" 26-T' 24'-5"-0" 26'-7" 21'4" 20'-2" 18'-10 25-0" 24'-1" 22'-5" 28'-1" 27-4" 25-6" 25 15 19'-7" 19-5" 1T-1" 27-0" 21'-9" 20'-0" 24'4" 23'-S' 27-11"-4" 24'-5" 20'-5" 19'-2" 17'-9" 24'-0"'-22'-10"21'-2" 26-2" 25-6" 24'-1". C. 16" 30 10 19'-T' 18'-7" 17'-0" 27-5" 27-0" 20'-7" 24'-5" 24'-0" 23'-5"$" 25'-0" 20'-5" 19'-4" 18'-1" 24'-1" 23'-1" 21'-6" 26'-3" 30 15 18'-7" 17'-9" 16'S" 21'-1" 29-7" 19'-7" 23'-0" 22'-5" 21'-5'4'-0 23'-3" 19'-7" 18'-6" 17'-2" 22'-8" 22'-0" 20'-5" 24'-8" 25!."4'24-Fo.c. Snow 115% 4 10 1T" II 17'-1" 16'-2" 20'-1",19-9" 19-3" 21'-10" 21'-7" 21'-1"3'-0 22'-7" 18' 7" 17'-10 j16'-10' 21'-7"' 21'-3" 20'-1" 23' 6" I 1 16-10", 16.6- 115'S" 19'-1" 1 18'-8" 18'-2" 20-10". 20'-5" 119-10' 27-3 J21'-1(r 21'-3" 18'-1" 17'4" 16'-1" 20'-0", 20'-1",19'-3" 22'-4" 21'-11", 21'-4" 40 50 15 10 16'-2" 1177'-3" l 20' 10' 50 4 15 15'': ]Sri" 14' 8" 17' 7" 16'- 0" 19-2" 16-10I 185' 20' 5. 20'-1 19'$^ 16- 8"1164";15'4" 18'- 0" 18'-6" 18'-8" 20'-7" 20-2";19'-9" Non- 20 10 20'-4" 19'-2" 1T-9" 24'-2" 22'-10" 21'-2" 26-10 26-11" 24'-1" 28'•8" 28'•0" 26'$" 21'-2" 19'-11' 18'-6" 25'-2" 23'-9" 22'-1" 28'-8" 27'-0" 25-1' Snow 20 15 19'-3" 18'-1" 16-8" 27-9" 21'-6" 19'-10" 24'-9" 24'-0" 22'-T' 1 26-5" 25$" 24'-8" 20'-0" 18'-10' 17'4" 3'-10' 22'-5" 20'-8" 26'-7" 25'-6" 23'-6" 125% 20 20 194 17'-2" 15'-9" 21'-2" 29-5" 18'-9" 23-1" 22'4" 21'-3" 24'-8" 23'-10" 22'-9" 19%1" IT-10' 16'-5" 22-9"121'-4" 19'-7" 4'-10' 23'-11'122'-3" 25 10 19'-3" 1 19-3" 17'-0" 21'-10" 21'-5" 29-2" 23-10 23'4' 27-6" 25'$" 24AV 24'-3" 20'-1" 19'-0" J= 23' 6" 22'-7" 21'-1" 25'-7" 25'4" 2T-11' 25 15 18'-0" 17'4" 16'-0" 20'-7 15-10" 19'-1" 22'-3" 21'$" 20'-19' 23'-9" 23-1" 22'4" 19'-2" 18'-0" 16'-8" 21'-11" 21'-4" 19'-11' 3'-10" 23'-3" 22'-5" 1 30 10 19-Y' 17'-5" 16'-3" 20'-5" 29-1" 19'-5" 22'-3" 21'-11" 21'-4" 23'-19 23'-S' 22'-10" 1T-2" 18'-2" 16'-11 22'-0" 21'-7" 20'-2" 3'-11" 23'-6"22'-11' O.C. o.c. Snow 30 15 16'-11" 16'-7" 15'$" 19'$" MAT 18'-2" 29-11" 29-5" 15-10" 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'-7' 16-11"i 15'-2" 18'-3" 18'-0" 1T$" 19'-11"I 19'$" 19'-3" 21'4" 21'-0" 20'-7" 17'-4" 16'-9" 15'-10 19'-8" 19'4"'18'-10' 21'-5"121'-1", 20'-8" 1_ 19-3 1 20'-4" 20'-0"1 19'-5" 50 10 14'-9" , 14'$" 14'-$1" 16-9' i 16$ 16' 2" 18-2" 18'-0 . 1T$ 15-5' 18'•"115-7!14'-11'; 15'- 0" 15'-6"; 14'-8" 118-8°' 18' 9„+1T- 5" 1 T-5" 19'-7" 19' 4" 19'-0" I 50 15 14'-1" ,13'-10" 13'-7" 16'-0" , 16-T , 15'4" 17'-5" 17'-7' 16-T 18$ 1B" ,1T-11' 14'4" 17'-2" 16-11" 16'-6" 18'-9" 18'-5" 18'-0" Non- 20 10 18'-10" 17'•9" 16'$" 22'-0" 21'-1" 19'-7" 24'-0' 23'•5' 22'4" 25'-7" 26-0" 24'-3" 19'-7" 18'-6" 1T-2" 23'4" 22'-0" 20'-5" 25'-9" 25'-0" 23'-3" Snow 20 15 1T-10" 16'-9" 15'-5" 29-3" 19'$" 18'-4" 22'-1" 21'-5" 20'-T' 23'-8" 27-11" 22'-0" 18'-6" 17'-5" 16'-1" 1'-10' 20'-9" 19'-2" 23'-9" 23.4' 21'-9" 125% 20 20 16'$" 15'-11" 14'-7" 18'-11" 18'-3" 17'-5" 29-8" 19'-11" 19'-0" 22'-1" 21'-3" 294" 17'-8" 16'-7" 15'-3" 20'-4" 19'-8" 18'-2" 22'-2" 21'-5" 20'-5" 25 10 17'-3" 16-10" 15'-5' 19-6- 19'-2" 18'-7" 21'-3" 20'-10" 20-3" 27-9" 27-3" 21'$" 18'-6" 1T-7" 16'4" 21'-0" 20'-T' 19'-6" 2'-10" 22'-5" 21'-9" 25 15 16-1" 16-T 14'-10" 19-7' 1T-9" 17'-1" 19-10" 19'4" 18'$" 21'-3" 20-8' 19'-11" 17'-3" 16'-8" 15'-5" 19'-7" 19'-1" 18'4" 21'4" 20'-9" 20'-0" O.C. 30 c. 10 16'-1" 15'-10" 15'-1" 18'-3" 1T-11" 17'$" 19'-11" 19'-7" 19'-1" 21'-3" 29-11" 20'-5" 17'-4" 16'-10" 15'-8" 19'-7" 19'-3" 18'-9" 21'-5" 21'-0" 20'-6" Snow 115% 30 15 16-2" 14'-9" 14'4" 1T-2' 16'-9" 16'-3" 18'-9" 18'-3" 1T$' 29-T 19$" 18'-11" 16'-3" 15'-11"14'-11 18'-5" 18'-0" 17'-5" 20'-1" 19'-8" 19'-0" 40 10I10 40 i 15 14'-5" 14'-2" 13'-11" 13'$ 13'-5" 113'-1" 164, 16' 1" 15' S' 3" 114'-10" 1T-10 17'-T'; 1T-2" 16-11" 16'-7" 16-7' 15-0 18-9" 16'-5" 19-1" 1T-9" IT-3" 15' 6" 15'-3" 14'-7" 14'-9" 14'-5" 14'-0" 17'-7" 17'4"'16'-11' 16' 8" 16' 4" 15'-11' 19'-2" 18'-10" 18'-6"' 18'-2" 1T-10'117'4" 50 10 13'-2" 13'-0"' 12'-9" 14AI"; 14'-9"; 14'-6 16'-3" 16'-1" 15-T 17 4" 1T-7' 16-10" 14'-2"!13'-11" 13'-7" 16'4"15'-10" 15'-7" 1T-5",1T-2"' 16'-7" 50 15 12'-7" 12'4" 117-1" 14'-3': 14'-0" 13-9" 1 15'-T' 164" •14'-11" 16-T! 16-9' 1 15'$" 1 13'S"i 13'4"! 13'-0" 154" 14'-11" 14'-3" 16'-2" 1568",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 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 Specifef Guide • 08/0412015 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. BCI® 6000s 1.8 Series 25/16" Flange Width z s BCI° 6000s 1.8 B_C_I°_6000s 1.8 BCI° 6000s 1.8 BCI° 6000s 1.8 eadLive LI[Psfl 4/12 - 4/12 8/12 4/12 4/12 8/12 4/12 4/12 i 8/12 4/12 - 4/12 8/12I Loadoad or to I to or to to or to to or to to psq Less 8/12 12/12 Less 8/12 12/12 Less 8/12 I 12/12 Less 8/12 12/12 Non- 20 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% 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" 2T-9" 25'-10" 33'-4" 31'-6" 29'-4" 36'-10" 34'-10" 32'-5" 25 15 23'-0" 22'-2" 20'-6" 28'-0" 26'-4" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" 12" O.C. 30 10 23'-7" 224" 20'-10" 28'-0" 26'-7" 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" Snow 30 15 22'-7" 21'-4" 19'-9" 26-11" 25'-4" 23'-6" 30'-7" 28'-10" 26'-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" 20'-T 19'-5" 25'-6" 24'-6" 23'-1" 29'-0" 2T-10" 26'-3" 31'-4" 30'-9" 29'-0" 40 i 15 21'-1" 20-0" 18'-7" 25'-1" 23-9" 22'-2" 2727,-11"- 27'_1" I 25-2" 29'-10" 29'-3" 27'-10" 50 10 19'-10" 19'-1" 18-1" 23'-7__ I 22'-8" 21'-6" 26'-9" 25'-9" 24'-6" 28'-8" 28'-3" —2T-1" E 50 15 19'-10" 18'-11" i 17'-8" 23'-7" I 22'-6" i 21'-0" 25'-8" 25'-3" 23'-11" 27'-5" I 27'-0" i 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" Snowl 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%1 20 1 20 21'-3" 1 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" 2T-10" 22'-1" 28'-3" 27'-2" 25'-2" 30'-3" 29'-5" 2T-9" 16" O.C. o.c. 30 10 21'4" 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 284" 27'-4" 25'-0" 30'-4" 29'-9" 28'-3" Snow 30 15 20'-6" 19'4" 17'-11" 244" 23'-0" 21'4" 26'-8" 26'-0" 24'-3" 28'-6" 27'-10" WAY' 115%' 40 1 10 19'-5" 18'-7" 1T-7" 23'-1" 22'-2" 20'-11" 25'-5" 25'-0" 23'-10" 27'-2" 26'-9" 26'-2" f_ 40 15 19'-1" 18'-1" 16'-10" i - - --- 22'-2" 21'-6" 20'-1" 24'-2" 23'-8" 22'-10" I - ---- 25'-10" 25'-4" 24'-8"- 50 10 18'-0" 1T-3" 16'-4" 21'-3_-i--20'-0" 19'-6" 23'-2" 22'-11" 22'-2" 24'-9" 24'-0" 24'-1" 50 15 1T-11" 1T-1" 161-0 20'-4" r 20'-0" 19'-0" 22'-2" 21'-10" I 21'4" 23'-9" 1 23'4" I 22'-10" Non- 1 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" Snow 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'-4" 26'-7" 24'-7" 30'-8" 29'-5" 27'-2" 125%1 20 1 20 19'-11" 1 18'-8" 1 17'-2" 23'-9" 22'-3" 20'-5" 26-10" 25'-4" 23'-3" 28'-8" 27'-8" 25'-9" 25 1 10 21'-0" 1T-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" 17'-5" 23'-8" 22'-5" 20'-9" 25'-9" 25--1" 23'-T' 2T-7" 26'-10" 26-11" 19.2" O.C. 30 10 20'-1" 19'-0" 17'-9" 23'-9" 22'-7" 21'-1" 25'-10" 25'-5" 24'-0" 27'-8" 27'-2" 26'-0" Snow 30 15 19'-3" 18'-2" 16'-10" 22'4" 21'-7" 20'-0" 24'4" 23'-9" 22'-10" 26'-0" 25'-5" 24'-7" 115%I-40 10 40 4 15__ 18'-3" 17'-6" 1 16'-6" 17^10" 17'-0" 1 15-10" 21'-3" 20'-10" 19'-8" 10 23'-2" 22 -0 22'-10" 22'4" 21'_7" t 21'-0"— 24'-9" 23'-0"_ 24'-5" 2T-11" 2T-1" J 22'-0" 20_2" 19'-101,- 50 10 16-10" ' 16'-2" 15'-4" y18 21-1" 20'-10" 20'-6" 22'-7" 22'-4" 21'-11" 19'-5" 19'-2" 50 15 16'-4" 16'-1" 15'-0" 18'-7" , 18'-3" 18'-3"-- 1T-10" 20'-3" 19'-11" 19'-5" 21'-8" I 21'-3" 20'-10" Non- 20 10 1 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" 17'-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" 17'-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" O.C. 30 10 18'-7" 1T-7" 16'-5" 21'-2" 20'-10" 19'-6" 23'-1" 22'-8" 22'-2" 24'-9" 24'-3" 23'-8" Snow 30 15 17'-7" 16'-9" 15'-7" 19'-11" 19'-6" 18'-7" 21'-9" 21'-3" 20'-0" 23'-3" 22'-8" 21'-11" 115% 40 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" 15'-11" 15'-7' 14'-8" 18'-0" 1T-8" 17'-2"_19'-8_ 19'-3_ 18-9' 21'-0" 20'-T' 19- 10015r5O 15'-3" 14'-11" 14'-3" 17'-4" 1T-1" 16'-10" 18'101, 18' 8" 18'-4" 19'-10" 19'-5"18'-9" 15 14'-7" 14'4" 13'-11" 16'-7" I 16'-4" I 15-11" 17'-11" 1T-4" 16'-0" 18'-3" 17'-8" 16'-10" EU1? • Eastem Specd er Guide • 08/04/2015 Roof Span_ Tables -----___ ._ 1 Maximum clear span in feet and inches, based on horizontal spans. an BCI06500s 1.8 Series 29/16" Flange Width 9'/z" BCI° 6500s 1.8 11 M." BCl* 6500s 1.8 14" BCI° 6500s 1.8 16" BCI° 6500s 1.8 Live Dead 4/12 4/12 8/12 4112 4112 1 8/12 4/12 4/12 8112 4112 4/12 8112 Load Load or to to or toI to or to to or to I to psfj psf] Less 8/12 12/12 Less 8/12 1 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 1 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%1 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36'-1" 1 33'-10" 31'-1" 25 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" 25 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" 12" O.C. 30 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" Snow 30 15 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" 1 21'-3" 20'-0" 26'-4" 25'-3" 23'-10" 29'-11" 28'-8" j 27'-1" 33'-0" 31'-8" 29'-11"_ 40 ' 15 21'-9" 20'-7"— 29'-3" 26-11" 24'-6" 22'-10" 29'-5" 27'-10" 1 26-11" 31'-5" 30'-9" 28'-8" 50 10 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 20'-6" 19'-6" 18'-3" 24'-4" i 23'-2" 21'-8" 2T-0" 26'-4" 24'-8" 28'-11" 28'-5" ! 27'-3" Non- 1 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 1 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%1 20 1 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" 26-11" 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" O.C. 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-1" 29'-9" 28'-2" 26'-4" 31'-11" 31'-2" 29'-1" 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 I 10 15 20'-0" 19'-3" 18'-2" 19'-9" 18 -8" 17'-5" 23'-10" 23'-4" 22'-10" _21'-7" 22'-2" 20'-8" 26'-9" 25 -5" 26'-0" 24'-6" 24'-11" f 23'-6" 28'-7" 28'-2" 27'-1" 27'-2" 26'-8— " 25' 11" 440-1 50 10 18'-6" 17'-9" 16'-11" 22'-1" 21'-2" 20'-1" 24'-5" 1 24'-1" 22'-10" 26' _V' 25'-9' 25'-3" 50 15 18'-6" 17'-8" 16'-6" 21'-5" I 21'-0" 19'-8" 23'-5" i 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" Snowl 20 1 15 21'-7" 20'-3" 18'-9" 25'-8" 24'-1" 22'-3" 29'-2" 27'-5" 264" 32'-3" 30'-3" 27'-11" 125%1 20 1 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" 19.2" O.C. 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" Snow 30 15 19'-10" 18'-9" 17'-5" 23'-6" 22'-3" 20'-8" 25'-7" 25'-0" 23'-6" 26'-9" 25'-11" 115% 40 10 18'-10" 18'-1" 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 2_3'-0" 27'-5" 26'-1" 25' 8" 25'-2"_ 440 15 18'-6" 17'-6" 16'-4" 21'-3" 20' 10" 19'-5" 23'-2" 22'-9" 22'-1" 24'-9" t 24'-4" 23'-8" 50 10 17'-5" 16'-8" y 15'-10" 20'-5"-19'-10" 18'-10" 22'-3" 22'-0" 21'-5" 23'-9" I 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" 18'-6" 25'-1" 23'-8" 22'-0" 28'-6" 26'-11" 25'-0" 31'-4" 29'-9" 27'-7" Snow 20 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'-11" 28'-0" 25'-11" 125% 20 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" 24" 30 10 19'-2" 18'-2" 16'-11" 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" O.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- ; 10 40 15 17'-5" 1_6'-8"_ ' 15'-9" 16'-9" 16'-2" 15'-1" - 20'-_ _L19'-8" 19'-0" 18'-7" 18'-9" 18'-0" - 21'-9" 20'-8" 2_1'-5" 20_'-4' 21'-0" 19'-3" 23'-3" 21'-7" 22_1_1'_-22'-3" 19'-8" 50 10 16'-1" 15'-5" 14'-8" 18'-3' 18'-0" 17'-5"- 19'-6" 19'-0" 18'-5" 19'-10" 20'-9" 19'-5" 18'-9" 50 15 15'-5" 15'-2" J 14'-4" 17'-3" I 16'-8" 15'-11" 17'-11" 17'-4" 16'-6" 18'-3" 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 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 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 E"1P • Eastem Specifier Gwde . 0810412015 Roof Spa n-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 Wdth 3'/2' Flange Width 11W BCI° 60s 2.0 14" BCI° 60s 2.0 16" BCIm 60s 2.0 11Y." BCI° 90s 2.0 14" BCI° 90s 2.0 16" BCI° 90s 2.0 Live Dead 4/12 4112 8/12 4/12 ; 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 to1 to or , to to or to to or to to1 or to to or to toIpsf] psfl Less 8/12 12/12 Less : 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 112/12 Less 8/12 12/12 Non- 2 0 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 33'-11" 42'-11" 40'-6" 37'-7" 39'-0" 136'.10" 34'-2" 44'-3" 41'-9" 38'-9" 49'-0" 46'-3" 42'-11" Snow15 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" 40'-3" 125%20 30'-10' 28'-10" 26'-6" 35'-1" 32'-10" 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 1 33'-0" 30'-4" 39'-11" 37'-5" 34'-5" 44'-3" 41'-5" 38'-1" 25 1 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" 39'4" 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" 44'-4" 41'-9" 38'-8" 12 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" 44'-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" 42'-8" 40'-3" 37'-4" 115% 40 10 28'-2" 27'-0" 25'-6" 32'-1" 30'-9" 29'-0" 35'-6" 34'-1" 32'-2" 32'-3",30'-11" 29'-2" 36'-6" 35'-0" 33'-1" 40'-6" 38'-10", 36'-8" 33'-1" 36'-0" 34'-0" _31'-9" I39'-10"' 37'-9 35'-2" 40 15 27'-9" 26'-3" 24'-6" 31'-7" 29'-10' 27'-10' 34'-11" 30'-10' 31'-9" 30'- 2 '-0" 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'-51,;30'-10' 37-6" 35-11", 34'-2" 50 15 1 26'-1" 24'-10" 23'-3" 29'4" 28'-3" 26'-5" 32'-11" 31'4" 29'-3" 29'-10" 28'-5", 26'-7" 33'-10" 32'-3"' 30'-1" 37'-6"' 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" Snowl 20 15 29'-3" 127'-11" 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%1 20 1 20 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" PAT 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 ! 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" 1 30'-0" 36'-8"' 35'-2" 33'-3" 0 154 25'-1" 23'-9': 22'-2'_ 28'_7" 25'-3" 31'-8" 30'-0" 27'-11" 28' 9"' 2T-2"' 25'-4" 7" 32'-30'-10" 28'-9" 36_1 34_2 50 10 23'-7" 22'-8" 21'-6" 26'-10' 2T1" 25'-9" 24'-6" 29'-9" 28'-7" 27'-1" 27'-0" 25'-11" 24'-7" 30'-7" 29'-5",27'-11" 33'-11" 32'-7"'30'-11" j 50 15 23'-7" 22'-6" 21'-0" 26'-10' 25'-7" 23'-11" 28'-7" 27'-8" 26'-5" 27'-0" 25'-9" 24'-1" 30'-7" • 29'-2" 127'-3" 33'-11"i 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" Snowl 20 1 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% 1 20 1 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" 25 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" 1 O.C. 30 10 26'-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" c. Snow 30 15 25'-3" 23'-10' 22'-2" 28'-9" 27'-1" 25'-2" 31'-10" 30'-0" 27'-11" 28'-10" 27'-3" 264" 32'-9" 30'-11" 28'-8" 36'-3" 34'-3" 31'-10" 24'-0" 26'-2" 24' -8" 30'-2" 29'-0" 27'-4" 27'-5" 26' 3" , 24'-10" 31'-0" 29'-10"I 28'-2" 34'-5" 33'-0" j 31'-2" 115% 40 I 10 23'-0" 21'-9" 27'-3" 40 15 23'-7" 22'-4' 20'-10" 26'-10' 25'-5" 2--8" 28'-1" 27'-0" 25'-7" 26'-11"125' 6"}23'-10" 30'-7" 28'-11"i 27'-0" 33'-10'y 32'-1" 29'-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" ; 23'-1" 28'-8" 27'-7"' 26'-2" 31'-10"; 30'-7" 29'-1" 50 15 22'-2" 21'-2" 19'-9" 23'-9" 23'-0" 121A1" 23'-9" 23'-0" 21'-11" 25'-4" 24'-2" 22'-7" 28'-8" i 27'-5" 25'-7" 29'-8" ; 28'-8" , 27'-5" Non- 20 10 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" Snow 20 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" 35'-0" 33'-2" 31'-0" Snow 30 15 23'-4" 22'-1" 20'-6" 26'-7" 25'-1" 23'-4" 27'-4" 26'-1" 24'-5" 26'-9" 25'-3" 23'-5" 30'-3" 28'-7" 26'-7" 33'-7" 31'-8" 29'-5" 115% 40 I 10 22'-2" 21'-3" 20'-1" 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"i 30'-0" 28'-10" 40 15 21'-10" 20'-8" 19'-3" 22'-5" 21'-6" 20'-5" 22'-5" 21'-6" 20'-5" 24'-11"1 23'-7" 122'-0" 27'-9" 26'-8" 25'-0" 28'-0" 26'-11"; 25'-6" 50 10 20'-6" 19'-8" 20'-8" 20'-2" 19'-6" 20'-8" 20'-2" 19'-6" 23'-5" 22'-6" , 21'-5" 25'-7" , 24'-11"' 24'-1" 25'-9" ' 25'-2_" 24'-4" j 50 15 19'-0" 18'-4" 18'-9" 17'-6" 19'-0" 18'-4" 17'-6" 19'-0" 18'-4" 17'-6" 23'-4" 22'-4" - 20'-11" 23'-6" ' 22'-9" 21'-8" 23'-8" 22'-11", 21'-10" Boise Cascade EVVQ - Eastem Specifier G..ide • 08:04/2015 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'/z" per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 13/4" Flange Width 9'/z" BCI®450I0s 1.8 11 %" BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load I Deflect. Total Load I Deflect. Total Load I Deflect. Total Load I Deflect. Span Length Non- I Snow Snow 115% I 125% ! U240 Snow 115% Non- Snow 125% U240 Non- I Snow Snow i 115% 125% U240 Snow 115% Non - Snow 125% U240 6 315 343 - 338 367 353 383 I - 356 387 7 270 ' 294 - 289 315 302 329 305 332 8 236 ' 257 j - 253 275 264 287 i - 267 290 9 210 228 - 225 245 235 255 - 237 258 10 189 205 i - 202 220 211 230 - 214 232 11 172 i 187 184 200 192 209 I - 194 211 12 147 160 169 183 176 ' 191 - 178 193 13 125 136 156 169 162 177 i - 164 179 14 108 118 107 139 151 151 164 - 152 166 15 94 102 88 121 131 141 F 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 1 67 I 51 84 91 99 108 - 113 123 19 58 I 58 44 75 82 73 89 i 97 i - 102 I 111 20 49 49 38 68 74 63 80 87 - 92 100 21 43 43 33 61 67 54 73 79 - 83 90 22 56 61 47 66 72 - 76 82 23 i 51 54 42 61 t 66 i - 69 75 24 I 47 48 37 56 60 1 54 64 69 25 I 43 43 32 51 56 48 59 64 26 r 47 I 51 42 54 59 27 I 44 48 38 50 54 1 - 28 41 44 i 34 47 51 1 46 29 i 43 47 41 30 i I I j 40 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 %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. Boise Cascade EWP • Eastern Specifier Guide . 08/04/2015 d Ta Allowable Uniform Roof Load in pounds per lineal foot [PLF]) and •. • 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 Deflect. Total Load I Deflect. Total Load Deflect. Span Length Snow 115% Non -Snow I 125% I U240 Snow 115% Non -Snow 125% U240 Snow 115% Non -Snow 125% U240 6 315 343 I - 338 367 353 383 7 270 294 - 289 315 302 I 329 f - 8 236 257 253 275 264 287 9 210 228 i - 225 245 235 255 10 189 1 205 - 202 220 211 230 11 172 i 187 - 184 200 192 209 f - 12 157 i 171 - 169 I 183 176 191 13 145 158 - 156 169 162 177 14 125 136 120 144 157 151 164 15 109 1 118 98 135 147 141 153 16 95 104 ! 81 122 133 132 143 17 85 89 68 108 118 124 135 - 18 75 ( 76 58 96 105 114 124 19 65 65 49 87 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 1 62 47 70 76 68 24 i 54 54 41 64 1 70 j 60 25 48 48 37 59 64 54 26 43 43 33 55 59 48 27 51 55 _ 43 28 1 47 1 50 ; 38 Boise Cascade EVVP • Eastem Specifier Guide • 08/0412015 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'/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'/d' BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load ! Deflect. i Total Load I Deflect. Total Load Deflect. Total Load ! Deflect. Span Length Non- ; Snow Snow 115% i 125% L/240 Snow 115% Non- Snow 125% L/240 Non- Snow Snow 115% 125% L/240 Non - Snow Snow 115% 125% L/240 6 360 392 - 375 408 I - 390 424 - 398 I 432 7 8 309 336 - 270 i 294 - 322 281 350 306 j - 334 364 - 293 318 - 341 298 371 324 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 j - 187 204 195 212 I - 199 216 13 166 180 - 173 188 180 196 - 183 199 14 145 158 135 161 175 167 182 - 170 185 i - 15 126 137 I 111 150 163 156 169 - 159 173 16 111 121 92 140 153 146 159 - 149 162 17 98 101 78 126 1 137 I - 137 149 - 140 152 18 86 86 1 66 112 122 1 108 130 141 - 132 i 144 19 74 74 1 56 101 110 92 120 130 - 125 136 20 63 63 j 48 91 99 I 80 108; 117 - 119 129 21 55 42 83 90 69 98 107 - 112 122 22 55 48 48 1 36 75 79 60 89 — 97 -- 88 102 111 23 42 j 42 1 32 69 70 53 82 89 78 93 101 24 11 61 61 47 75 81 68 86 93 25 f 54 54 42 69 75 61 79 86 26 49 49 37 64 69 54 73 79 27 1 43 43 33 59 63 48 67 73 65 28 55 57 ' 44 63 j 68 I 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 CALCo software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least 'A 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 EbVP • Eastern Specifer GJlde • 08/04/2015 Roof_Load__ t-.- - _ 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® 6500s 1.8 Series 29/16" Flange Width 9'/2" BCI® 6500s 1.8 11'/e" BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load I Deflect. Total Load I Deflect. Total Load I Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125% L/240 Snow 1150/6 Non- Snow 125% U240 Snow 1159/6 Non- Snow 125% U240 Snow 115% Non - Snow 125% L/240 6 360 392 375 408 390 424 398 432 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 10 216 235 225 245 234 254 238 259 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 39 60 66 52 31 51 46 46 35 57 62 47 32 42 42 32 53 56 43 33 50 51 39 34 47 47 36 35 43 43 33 Boise Cascade EUP • Eastem Specifier G"Ide . 0810412015 00 _ oa __ _a _ es 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® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3'/2' Flange Width 11'/e" BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11%" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Total L Total Load Lfl—ect Deflect. Total Load IDeflect Total Load bpflect Total Load beflect- Span Length Non- Snow I Snow o f o41 Snow I j Non- Snow M%) 11240o Tatal-Load I Non- Snow Snow f o 11940o Non- Snow Snow 0 Non- Snow ! Snow 0 l o i I fU240o; Non - Snow Snow o 6 413 449 413 449 413 449 507 551 510 555 514 559 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 1 - 9 275 299 275 299 275 299 338 367 340 370 343 372 10 247 269 247 269 247 269 304 330 306 333 308 335 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 13 190 207 190 207 190 207 234 254 235 256 237 258 14 177 192 177 192 177 192 217 236 218 238 220 239 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 17 145 158 145 158 145 158 178 194 180 196 181 197 18 137 149 137 149 137 149 169 183 170 185 171 186 19 130 141 123 130 141 130 141 160 174 161 175 162 176 20 123 106 123 134 123 134 152 165 153 166 154 167 21 118 134_ 121 92 118 128 118 128 144 157 134 145 158 147 159 22 106 106 81 112 122 112 122 138 150 118 139 151 1 - 140 152 23 93 93 71 107 117 103 107 117 132 136 104 133 144 134 145 24 82 82 63 103 112 1 91 103 112 120 120 92 127 138 128 139 25 73 73 56 99 106 81 99 107 107 107 1 82 1 122 133 117 123 134 26 65 65 50 94 94 72 95 103 96 96 73 117 128 104 118 129 27 58 58 44 85 85 65 91 99 87 86 86 65 113 123 1 94 114 124 28 52 52 40 76 76 58 88 96 78 77 77 59 109 110 1 84 110 119 29 47 36_ 69 69 52 85 92 71 70 70 53 100 100 76 106 115 102 30 43 47 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 57 1 44 82 82 63 99 108 85 32 51 51 1 39 69 69 53 52 52 40 75 75 57 96 101 1 77 33 47 47 36 63 63 48 48 48 36 69 69 1 52 92 92 1 71 34 43 43 33 58_ 58 44 44 44 33 63 63 1 48 85 85 1 65_ 35 53 53 1 41 40 40 31 1 58 58 1 44 78 1 78 59 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. Boise Cascade EWP • Eastem SpeaLe, G.ide • OW0412015 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 analyyzing 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 -Prop erties BCI® Joist Series Depth inches] Weight plf] Moment ft-Ibs] El x 106 lb-in2][Ibs] K x 10e Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 1' h" Bearing 3'/2" Bearing 3'/2" Bearing No WSOi j WS(2) 5%" Bearing No WSM WS(2) NoWSMWS(2) No WSOi WSRi 9'/ 2 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 1 2525 2750 4500s 11'/e 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 j 3000 1. 8 14 2.7 3585 380 8 1825 1 950 1525 1450 1725 2350 3050 2525 3200 16 3.0 4090 515 9 1975 1 950 1625 1475 1975 2400 j 3200 2525 3350 9'/ 2 2.3 2725 175 5 1475 950 1125 1125 1275 2100 2350 2525 ; 2750 5000s 11% 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 3050 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 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 ; 3350 9'/ 2 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6500s 11'/e 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 13350 2950 13350 11% 3.2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 13250 2. 0 14 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 i 3650 16 3.8 8520 895 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 4. 3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 j 4350 90S117/e 2. 0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 0 16 4.9 1 130501 1330 9 2550 1475 2150 1900 2350 1 3425 4000 4200 14650 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) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Parallel to Glue Lines Narrow Face) 0 = Swl' 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] C- losest-AlIowa b-le-Nail-Spacing- --- 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 ( 0.11To x 2.5') 2 1'/2 4 1'/2 8d Common ( 0.131'e 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'e 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'e x 3.5' 3 2 6 4 RC;I® nianhranm TahIP (1) Diaphragm Capacity R)1'1 [lb/ft] BCI SeriesUnblockedBlocked 4500s, 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 in buildingcode6000s, 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 buildingcode60s, 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. If more than one row of nails is used, the rows must be offset at least 2 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. NOTES: 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-II-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Boise Cascade EVP • Eastern Speaker Guide • 08104/2015 Boise Cascade Rimboard Product Profiles 9'/2' 11,/8', 14" 16" rr 111 1'/e1, 15/,6'r 13err BC 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. t(M Perpendicular See chart for vertical load capacity. 14 Min. 8d nails at 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. Parallel See chart for vertical load capacity. Exterior Wall Sheathing Max. r'/v' thickness ends• rPerpor \ Perpendicullarorparallel to rim 0 dia through bolts (ASTM A307 Grades A&B, SAE 1429 Grades 1 or 2, or higher with washers and nuts) or %' dia lag screws (full penetration), staggered Minea noetien far and n „<f doer marlin.. Deck Joist Length Connection 12'-0" J4 less 2 rows 16" bott or lag suew, 24• o. c. 300 pff max. 12'-1' — 18'-0" 2 rows %' boh or lag screw, 16" o. c. (450 pif max.) Note: For snow bads greater than 40 pst and/or dead bads greater than 10 pst sae connection per max pff values shown above. Treated Ledger - Use only fasteners that are app oved for use with Con espondins wood treatrnenC BOISE CASCADE' Rimboard I II Notes: '14' J 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, Prescriptive record's specification for shear transfer. Resddenhal Wood Deck Construction Guide. B-o- ise C.ascade_Rimb-oar_d-_P_r_oninr_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(n2 Ib/in2 Ibin2 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 ill 4400 I 3500 180 Limited span capabilities, see note 2 Vha" VERSA - LAM* 1.4 1800 0) 6000 4450 Permitted per building code for all nominal 1800 1,400,000 225 525 2" thick framing floor diaphragms 1'/:' VERSA - LAM° 2.0 3100 (') 5700 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 1" BC RIM BOARD° (2) 1" BC RIM BOARD° OSB (2) 1%" BC RIM BOARD° OSB ( 2) V/te" VERSA -LAM 1.418000) 1W VERSA - LAM* 2.031000) 8d Box ( 0.113'o x 2.5') 3 3 3 3 8d Common ( 0.13Vo 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) 3 3 10d & 12d Common & 16d Sinker 16d Common ( 0.162"o x 3.5") 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 • 08/0412015 VERSA-LAM-0 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 LAMBB-eam_Ar_ch.itectur_al-Sp-e-cifi.catio-ns 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. C— Al.l.owable-H_o.les-in VE-RSA=LAM° Beams 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'/ 2 ' 3/.. 7'/ 4" 1" 9' W and greater 2" W, i/ 3 Depth 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 EWP • Eas,em Specifier Guide . 08/04/2015 VERSA -LAM°_ Beam_ Details___ Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrier and restraint at bearing. rfi" air space required Strap per code if top plate is not continuous over header. Verity hK capacitlateral hanger manufaVERSA-LAM• between concrete column Pandwood. n connector sign Trimmers sional ord Slope seat cut Bevel cut Beam to concrete/masonry walls Bearing framing into wall I/ I Wood top plate must be flush with Inside of wall Strap per code If Sloped seat cut I Hanger top plate Is not Not to exceed I continuous Inside face I of bearing. DO NOFVERSA4LAAMOLAM• beyondllwithoutBlockingnotBoise shown for clarity. Ceering Molsture barrier between concrete and woodorBCCALLsoftwareanalysis. VERSA -LAM' Installation Notes Minimum of'W 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 lop bearing framing). M-u Iti p-le-M em-ber-C-on.necto-r-s Side-LoadedApplications Maximum Uniform Side Load [plq Nailed RI Number 2 rows 16tl 3 rows 16d of Sinkers @ Sinkers @ Members 12" o.c. 12" o.c. Dla. Through Bolt ni Dia. Throu h 8 W11 2 rows @ 24" o c sta ered 2 rows ® 12" o.c. sta eyed 2 rows @ 6" o.c sta Bred 122, ows @ 4" o c sta eyed 2 rows @ 12" o.c. sta eyed 2 rows @ 6" o.c. staggered I%" VERSA -LAM° (Depths of 18" and less) 2 1 470 705 505 1 1010 2020 560 1 1120 2245 3RI 1 350 525 1 375 1 755 1 1515 1 420 1 840 1 1685 40) use bolt schedule 335 670 1345 370 745 1495 31/2' VERSA -LAM° 2M use bolt schedule 855 1 1715 1 N/A 1 1125 1 2250 N/A 1%" VERSA -LAM- (Depths of 24") Number Of Members Nailed Ri 14" Dia. Through BoIN'i I %" Dim. Through BoIN'I 3 rows 16d Sinkers @ 12" o.c. 4 rows 16d Sinkers @ 12" o.c. 3 rows @ 24" o c. 8" sta ered 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" staggered 2 705 940 755 1010 1515 840 1120 1685 3 (2) 525 705 565 755 1135 630 840 1260 4 r'i use bolt schedule 505 670 1010 560 745 1120 1. Design values applIy to common bolts Nat conto m (o ANSIIASME standard 818.21-1981 (ASTM A307 Grades AdB, SAE J42 Grades 1 or 2, or higher) A washer not less I han a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt 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 top -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 RI Maximum Uniform Load From One Side Depths 11%: 3 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%: & less 2 rows 16d box/sinker nails @ 12" o.c. 300 pif 3) 1%"" plies() 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 W bolts @ 24" o.c., staggered 335 pff Depth = 24" 3 rows b" bolts @ 24" o.c., staggered eve 8" 505 If Depths 18" S less 2 rows W bolts @ 24' o.c., staggered 855 plf2) 3r5" plies Depth 20" - 24• 3 rows %" bolts @ 24' o.c., staggered eve 8" 1285 plf 1. The nail schedules shown apply to and by 25%for non -snow load 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 8. FastenMaster TrussLok, Simpson 3.5' length, 16d sinker nails = 0.148' diameter x 3.25' length. CALC'software to size beams. 6. An equivalent specific gravity of Strong -Tie SDW or SDS, ancfUSP WS screws may also be used to 3 Beams wider than 7' must be designed by the engineer of record. 0 5 may be used when designing specific cony Lions with connect multiple member VERSA - LAM' beams contact Boise 4 Ali values in these tables may be VERSA -LAMS Cascade E& Engineering for further Information. increased by 15%for snow -load roofs Boise Cascade EWP - Eastern Specifier Guide - 08/0412015 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 property, 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 live load, 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14" _ n Find: A multiple I W' 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'/2+18'/2= 16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC• to size beam. A Triple VERSA - LAMB 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 pit 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: %:" diameter 2 rows @ 12" staggered: 755 pit is greater than 450 plf OK o. VERSA-LAM°_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 f t] 1'/." VERSA -LAM• 2.0 3100 Double Ply 13/." VERSA- LAM• 2.0 3100 or 3%" VERSA -LAM 2.0 3100 Triple Ply 1Y" 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'/." 1 91/2' 1 11'/:' 14" 7'/;' 91/2' 11M." 14" 16 18" 24" 9/2' 1 11%" 14" 1 16" 18" 20" 24" 11M." 1 14" 1 16" 1 18" 1 20" 1 24" 763=. 4. 1/iO.3 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 7838 5697 7179 8773 10463 10459 10451 6 7621525 1. 8/4.41.8/4.4 2.4/6.1 3.3/8.2,4.1/10.35/12.6 6/15 6/15 2.4/6.1 3.3/8.2,4.1/10.3 5/12.6 6/15 6/15 6/15 3.3/8.2,4.1/10.3 5/12.6 6/15 6/15 6/15 479 746 1 979 1 1207 957 1 1492 1957 12414 1 2886 3402 3913 2237 2936 3622 4328 5103 5876 5870 3914 4829 5771 6803 7W4 7826 8 322 724 643 1447 2171 1. 5/3.7 2.3/5.7 317.5 3.7/9.3 1.5/3.7 2.3/5.7 3/7.5 3.7/9.3,4.4/11.1 5.2/13 6/15 2.3/5.7 317.5 3.7/9.3,4.4/11.1, 5.2/13 6/15 6/15 3/7.5 3.7/9.3,4.4/11.1; 5.2/13 6/15 1 6/15 243 551 745 1 909 487 1 1102 1 1489 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 1 4296 5003 1 5763 1 6251 10 165 370 724 329 741 1447 1111 217l 2894 1. 5/3 2.1/5.3 2.9/7.1 3.5/8.7 1.513 2.1/5.3 2.9/7.1 3.5/8.741/10.34.8/12 6/15 2.1/5.3 2.9/7.1 3.5/8.7,4.1/10.14.8/12 5.5/13.8 6/15 2.9/7.1 3.5/8.74.1/10.3. 48/12 5.5/13.8 6/15 182 413 665 808 364 825 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 1.7/4.4, 2.8/7 3.4/8.5 1.5/3 1.7/4.4 2.8/7 3.418.5 4/10.1,4.7/11.71 6/15 1.7/4.4 2.8/7 3.4/8.5 4/10.1,4.7/11.75.4/13.4 6115 2.8/7 3.418.5 4/10.1 4.7111.1,5.4/13.4 6/15 139 317 585 728 279 634 1170 1456 1709 1977 1 2601 950 1755 1 2184 2564 2965 3390 3901 2340 1 2912 1 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 1.513 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 3.919.94.6/11.45.2/13 6/15 109 248 488 662 217 496 1 976 j 1324 1550 1 1789 1 2399 744 1464 1986 2326 2683 3059 3598 1952 2647 3101 3577 1 4078 4797 13 75 1 169 329 540 150 337 659 1079 506 11.5/3.1 988 1619 1317 2159 1. 5/3 1.5/3.1 2.4/6.1 3.3/8.3 1.513 1.5/3.1 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.2 6/15 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.25.1/1271 6/15 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.25.1/12.71 6/15 86 198 390 1 585 1 173 395 1 779 1171 1418 1633 2226 593 1169 1756 2128 1 2449 2786 3338 1558 2342 2837 3265 3715 1 4451 14 60 135 264 432 120 270 527 864 1290 1 - 405 791 1296 1935 1 - 1055 1728 2580 1. 5/3 1.5/3 2.1/5.3 3.2/7.9 1.5/3 1.5/3 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 6115 1.5/3 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 5112.5 6/15 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 5/12.5 6/15 70 160 1 316 509 139 320 631 1018 1 1307 1 1502 1 2076 479 947 1527 1960 2253 2558 3113 1262 2036 2614 3003 341D 4151 15 49 110 214 351 98 220 429 703 1049 1493 329 643 1054 1573 2240 858 1405 2098 2987 1. 5/3 1.513 1.8/4.6 2.9/7.4 1.5/3 1 1.513 1.8/4.6 2.9/7.4 3.8/9.5,4.3/10.4 6115 1.5/3 1.8/4.6 2.9/7.4 3.8/9.5,4.3/10.94.9/12.3 6/15 1.8/4.6 2.9/7.4 3.819.5 4.3/10.94.9/12.3 6/15 57 131 259 427 113 262 518 854 1 1151 1390 1944 393 777 1281 1727 2085 2364 2917 1036 1 1708 2303 2780 3151 3889 16 40 90 W7 289 80 181 353 579 864 1230 271 530 868 1296 1846 707 1158 1728 2461 - 1. 5/3 1.5/3 1 1.6/4 2.6/6.6 1.5/3 1 1.5/3 1 1.6/4 2.6/6.6 3.618.9,4.3/10.7 6/15 1.5/3 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 1 1018 1 1274 1826 325 645 1065 1527 1 1911 1 2196 2739 860 14"20362547 2929 3652 17 75 147 241 67 151 295 483 720 1026 226 442 724 1081 1539 2111 589 962052 2814 1. 5/3 1.5/3.6 2.3/5.9 1.513 1.5/3 1.5/3.6 2.3/5.9 3.3/8.44.2/10.5 6/15 1.5/3 1.5/3.6 2.3/5.9 3.3/8.4,4.2/10.54.8/12 6/15 1.5/3.6 2.3/.2/10.54.8/12 6/15 90 180 298 77 181 360 596 894 1134 1701 271 540 894 1341 1701 2051 2552 720 112268 2735 3402 18 64 124 203 56 127 248 407 607 864 191 372 610 910 1296 1 1778 496 813 1214 1728 1 2371 1. 5/3 1.5/3.2 2.1/5.2 1.5/3 1.513 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 15.91141 1.513 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 4.8/11.95.9J14. 1.5/3.2 2.1/5.2 3.117.8 4/9.9 4.8/11.95.9/14. 76 152 252 65 152 304 504 758 1016 1592 229 457 757 1137 1524 1863 2388 609 1009 1516 2032 2484 3184 19 54 105 173 48 108 211 346 516 13.7/9.45.8/14. 735 162 316 519 774 1102 1512 422 691 1032 1470 1 2016 1. 5/3 1.5/3 1.9/4.7 1.5/3 1.5/3 1.5/311.914.7 2.8/7 1.5/3 1.5/3 1.9/4.7 2.8/7 3.7/9.4,4.6/11.45.8/14. 1.513 1.9/47 2.8/7 3.7/9.44.6/11.45.8/14. 65 130 215 54 129 259 430 1 647 915 1496 194 389 646 971 1 1373 1678 1 2243 519 861 1295 1830 2237 2991 20 46 1 90 148 41 93 181 1 296 442 630 1493 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987 1. 5/3 1.5/3 1.7/4.2 1.513 1.5/3 1.5/3 1.7/4.2 2.5/6.3 3 6/8.9,.8/14. 1.513 1.5/3 1.7/4.2 2.5/6.3 3.6/8.9,4.3/10.85.8/14. 1.5/3 11.714.2 2.5/6.3 3.6/8 9 4.3/10 85 8/14. 96 160 95 192 320 482 692 1 1304 142 288 480 1 724 1038 1 1382 1956 384 640 965 1383 1 1842 2608 22 1 68 111 70 136 223 332 473 1 1122 104 204 334 499 710 1 974 1683 272 445 665 947 J 1299 2244 1. 5/3 1.5/3.5 1.513 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. 1.5/3 1.5/3.5 2.1/5.2 3/7.4 3.9/9.95.6/13. 72 122 71 145 243 368 529 j 1092 106 1 217 1 365 1 552 1 793 1 1095 1 1638 290 486 736 1057 1460 j 2184 24 52 1 86 54 105 172 256 365 1 864 80 1 157 1 257 1 384 1 547 1 750 1 1295 209 343 512 11.8/4.412.5/6.313.4/8.6 729 1 1000 1 1728 1. 5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/4.4 2.5/6.3.!5.1/12. 1.5/3 1 1.5/3 1 1.5/3 1.8/4.4 2.5/6.3 3.4/8.65.1/1' 1.5/3 1.5/3 1/12. 56 94 54 111 1 188 1 286 412 927 80 167 282 429 618 855 1390 223 376 572 824 1139 1853 26 41 67 42 i 82 1135 1 201 287 680 63 124 202 302 430 590 1020 165 270 403 574 787 1359 1. 5/3 1.513 1 1.5/3 J 1.5/3 1 1.5/3 1.5/3.7 2.1/5.3,4.7/11. 1.5/3 1 1.513 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3,4.7/11. 1.5/3 1 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3,4.7/11. 74 1 87 1 148 226 326 1 792 61 130 222 338 489 1 678 1188 174 296 451 652 904 1 1584 28 54 1 66 1 108 161 11.5/3.211.8/4.6F4.4/10. 230 1 544 51 1 99 162 242 344 1 472 816 132 216 322 459 630 1088 1. 5/3 1 1.5/3 1 1.5/3 1.5/3 1 1.5/3 1.513 1.5/3.2 1.8/46 2.5/6.34.4/10. 1.5/3 1.513 1.5/3.2 1.8/4.6 2.5/6.3".4/10. 59 68 1 118 180 262 639 112 176 271 393 546 959 137 235 361 523 728 1279 30 44 54 88 131 187 442 80 132 197 280 384 664 107 176 262 373 512 885 1. 5/3 1.5/3 1.513 1.5/3 1.6/4 3.8/9.5 1 1.5/3 1.5/3 1 1.5/3 1 1.6/4 2.2/5.5 3.8/9.5 1.5/3 1.5/3 1 1.5/3 1 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 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 Cascade EWP - Eas!em Specife, GL He - 08104120' 5 VERSA -LAW -Roof Load_ Tables_ VERSA -LANs° 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [pIq KEY TO TABLE Middle Figure Allowable Live Load [pIq 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 Th" VERSA -LAM 2.0 3100 Triple Ply i%" 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 7Y.." 9%i' 111%" 14" 71/." 19%i' 111%" 14" 16" I 18" 24" 19/," 11Y:' 14" I 16" 1 18" 1 20" 24" 11%" 1 14" I 16" I 18" 120" 1 24" 878 1223 1639 12065 1755 2446 3278 4130 1 5047 5232 5226 3669 4917 6195 7570 7848 7845 7838 6556 8260 10094 10463 10459 10451 6 2/5 1 2.8/7 13.8/9.4;4.7/11. 2/5 1 2.8/7 13.8/9.4,4.7/11.85.8/14.5, 6/15 6/15 2.8/7 3.8/9.4,4.7/11.85.8/14.5' 6/15 1 6/15 6/15 3.8/9.4,4.7/11.85.8/14.5, 6/15 6/15 6/15 598 ' 858 1 1126 1 1389 1197 ' 1717 2252 1 2779 13321 3915 1 3913 2575 3379 4168 4981 1 5872 5876 5870 1 4505 5558 1 6642 7829 7834 7826 8 482 i 965 1.8/4612.6/6.6 35/8.6i4.3/10. 1.8/4.6 2.6l6.6 3.5/8.64.3l10.65.1/12.71 6/15 1 6/15 2.6/6.6 3.518.64.3/10.65.1/12.71 6/15 1 6/15 6115 3.5/8.64.3/10.65.1/12.71 6/15 6/15 6/15 326 637 857 1046 1 651 1274 1714 2092 2472 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 2.4/6.1 3.3/8.2 4/10 1.5/3.1 2.4/6.1 3.3/8.21 4/10 4.7l11.95.5/13.8 6/15 2.4/6.1 3.3/8.21 4/10 4.7l11.95.5/13.8 6/15 6/15 3.318.2 4/10 4.7/11.95.5/13.81 6/15 6/15 244 526 765 931 487 1 1052 1531 1861 2192 2543 2839 1577 1 2296 2792 3288 3814 14265 4259 3062 3723 4383 50a5 5687 5679 11 186 418 371 835 1253 1.5/3 2.2/5.6 3.2/8.1 3.9l9.8 1.5/3 12.2/5.6:3.2/8.1 3.9/9.8i4.6/11.65.4/13.4 6/15 2.215.6i3.2/8.1 3.9/9.8i4.6/11.65.4/13.4 6115 6/15 3.2/8.1 3.9/9.8'4.6/11.65.4/13.4 6/15 6/15 187 424 674 838 374 80 1347 1676 1968 2276 2601 1272 2021 2514 2952 3414 3903 3901 2694 3353 3936 4552 5203 5201 12 143 322 628 286 643 1256 965 1884 2512 1.5/3 2/4.9 3.1/7.8 3.9/9.7 1.513 2/4.9 3.1/7.8 3.9/9.7 4.5/11.35.2/13.1 6/15 2/4.9 3.1/7.8 3.9/9.7 4.5/11.35.2/13.t 6/15 6/15 3.1/7.8 3.9/9.7 4.5/11.35.2/13.1 6/15 6/15 146 332 1 573 J 762 292 665 1146 1524 1785 2060 2399 997 1 1719 2287 2678 3089 1 3522 3598 2292 3049 3571 4119 4696 4797 13 112 253 1 494 1 - 225 506 988 759 1482 1976 1.5/3 1.7/4.212.9/7.213.8/9.5 1.5/3 1.7/4.212.9/7.2,3.8/9.5 4.5/112.5 1/12.9 6/15 1.7/4.2!2.9/7.2 3.8/9.5 4.5/11.25.1/12.95.9/14.71 6/15 2.9/7.2 3.8/9.5 4.5/11.25.1/12.95.9/14.7 6l15 116 265 493 674 233 530 987 1349 1634 1880 2226 796 1480 2023 2450 2621 3208 3338 1973 2697 3267 3761 4278 4451 14 90 203 396 648 1 180 405 791 1296 608 1187 19" 1582 2593 1.5/3 1.5/3.6 2.7/6.713.6/9.1 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 2.7/6.7 3.6/9.1 4.4/11 5.1/12.75.8/14.4 6/15 2.716.7 3.6/9.1 4.4/11 5.1/12.75.8/14.4' 6115 94 215 423 586 188 429 846 1173 1505 1730 ' 2076 644 1268 11759 1 2258 2595 1 2946 1 3113 1691 i 2346 3011 3459 3928 4151 15 73 165 1 322 527 146 329 643 1 1054 i - 494 965 1581 1286 1 2108 1.513 11.5/3.1 2.5/6.113.418.5 1.5/3 1.5/3.1,2.5/6.1 3.4/8.54.3l10.9 5/12.5 6/15 1.5/3.1 2.5/6.1 3.4/8.54.3/10.9 5/12.5 5.7114.2. 6/15 2.5/6.1 3.4/8.54.3/10.9 5/12.5 5.7/14.2 6/15 77 176 347 515# 1.5/3 352 695 1029 1327 1601 1944 528 1042 1544 1990 2402 2723 2917 1389 2058 2653 3202 3630 3889 16 60 136 265 434271 530 868 1296 407 795 1303 1944 1060 1737 2593 1.5/3 1.5/3 2.2/5.4 3.2/7.9.5/3 12.2/5.4 3.2/7.9,4.1/10.24.9/12.3 6/15 1.5l3 2.2/5.4 3.2/7.94.1/10.24.9/12.3 5.6/14 6/15 2.2/5.4 3.2/7.94.1/1024.9/12.3 5.6114 1 6/15 63 146 289 455 127 292 577 910 1173 1468 1829 438 866 11365 1760 1 2201 2531 2743 1154 1820 2346 2935 3374 3657 17 50 113 221 362 101 226 442 724 1081 339 663 1086 1621 884 1448 2161 1.5/3 1.5/3 1.9/4.8 317.5 1.5l3 1 1.5/3 11.9/4.8 3/7.5 13.9/9.6 4.8/12 j 6/15 1.5/3 11.9/4.8 3/7.5 3.9/9.6 4.8/12 5.5/13.8 6/15 1.9/4.81 3/7.5 3.9/9.61 4.8/12 5.5/13.8 6/15 53 122 242 399 106 244 484 799 1045 1307 1726 367 726 1198 1567 1961 2364 2588 968 1598 2089 2614 3151 3451 18 42 95 186 305 85 191 372 610 910 1296 286 558 915 1366 1944 744 1220 1821 2593 1.5/3 1.5/3 1.714.3 2.8/7 1.5/3 1.5/3 1.7/4.3 2.8/7 3.6/9.14.5/11.4 6/15 1.5/3 1.7/4.3 2.8/7 13.6/9.14.5/11.45.5/13.71 6/15 1.714.3 2.8/7 3.6/9.14.5/11.45.5/13.71 6/15 103 205 339 89 206 I 410 677 1 936 ; 1171 1634 310 j 615 1 1016 1404 1757 2147 2450 820 1354 1872 ' 2342 1 2862 3267 1g 81 158 259 72 162 316 519 774 1102 243 475 778 1161 1653 633 1037 1548 2204 1.5/3 1.5/3.8 25/6.3 1.5/3 11.5/3 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 1.5/3.8,2.5l6.3 3.4/8.64.3/10.85.3/13.1; 6/15 88 175 1 289 75 176 350 579 843 1055 1551 263 525 868 1265 1583 1934 2326 699 1157 1686 2110 2579 3101 20 69 136 222 62 139 271 445 664 945 - 208 407 667 996 1418 - - 543 889 1327 1890 - 1 1.5/3 1.5/3.4 2.3/5.6 1.5/3 1.5/3 1.5/3.4 2.3/5.6 3.3/8.24.1/10.2 6/15 1.5/3 1.513.4 2.3/5.6 3.3/8.24.1/10.2 5/12.5 6/15 1.5/3.4 2.3/5.6 3.3/8.24.1/10.2 5/12.5 6/15 65 130 216 54 130 260 431 649 869 1407 194 390 647 973 1303 1593 1 2111 520 1 862 1297 1738 2124 2815 22 52 102 167 46 104 204 334 499 710 157 306 501 748 1065 1461 - 408 W 997 1420 1948 1 1.5/3 1.5l3 1.9/4.7 1.513 1.5/3 1.5/3 1.9/4.7 2.8/7 3.7/9.3 6/15 1.5/3 1 1.5/3 J 1.9/4.7 2.8/7 3.7/9.3,4.5/11.3 6/15 1.5/3 1.9/4.71 2.817 3.7/9.3,4.5/11.3, 6/15 99 164 98 197 329 496 711 1259 146 1 296 493 1- 744 1066 1334 1 1889 395 1 658 992 1422 1779 2518 24 79 129 80 157 257 384 547 121 236 386 I 576 820 1125 - 314 515 768 1094 1500 1.5/3 1.6/3.9 1 1.5/3 15/3 11.6/3.9 2.3/5.9 3.3/8.35.9/14. 1.5/3 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3,4.2/10.45.9/14. 1.5/3 1.6/3.9 2.3/5.9 3.3/8.34.2/10.45.9/14. 76 128 75 153 256 387 555 1069 112 229 383 590 1 833 1132 1604 305 511 773 1110 1510 2139 26 62 101 63 124 202 302 430 1020 95 185 304 453 1 645 885 1529 247 405 604 860 1180 2039 1.5/3 1 5/3.3 1 1.5/3 1 1.5/3 11.513.31 2/5 12.817.1 5 4/13. 1.5/3 1 1.5/3 1.5/3.3 2/5 2.8/7.1 3.8/9.6 5 4/13. 1.5/3 1.5/3.31 215 2.817.113.819.6 5.4/13. 60 101 58 120 202 WIS 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 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 L3O 81 95 161 132 246 i 355 797 68 f 143 I 242 i 369 533 738 11196 190 61 323 LS3 492 710 984 11594 1 1327 1 I-!15-/3 1.5/3 1.5 3 1.5//3.712.185.3,4.7//111. 15/3 1 1 1.53 1.5/3.712.1/5.3129/7.3- 4 7111. LS/3 1 i1593.712.1//55.3 2.9//77.3,4.7/11. 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 pprovided at each support and continuously along the top edge and applicable compression edges of the beam. Boise Cascade Eb'W • Eastem Speut er GWu' - CW0412015 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 of the beam. For 2-pry, 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 abroad range of applications. It maybe possible to exceed the limitations of this table by anatyzing a specific application with the BC CALC• software. VERSA- LAW -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 3'A" VERSA -LAM 2.0 3100 Triple Ply 1'/." VERSA -LAM' 2.0 3100 or 5/." VERSA -LAM 2.0 3100 Quadruple Ply 1'W VERSA -LAM* 2.0 3100 or 7" VERSA -LAM 2.0 3100 7Y." 9W' 11'/i' 14" 7'/." 911V 11'/." 14" 16" 18" 24" 9%" 11Y.." 14" 16" 18" 20" 24" 11'/."' 14" 16.. 18" 20" 24" 954 1330 1782 1 2245 1908 1 2660 3564 4491 5234 5232 5226 3990 5346 6736 7951 7848 7845 1 7838 7128 1 8981 10467 1 10463 10459 10451 6 2.2/5.5 3.1/7.6,4.1/10.25.1/12. 2.2/5.5 3.1/7.6,4.1/10.25.1/12.9, 6/15 6115 6/15 3.1/7.6,4.1/10.25.1/12.9, 6/15 6115 6/15 6/15 1/10.25.1/12.9, 6/15 6/15 6/15 6/15 640 1 933 1225 1 1511 1279 1867 1 2449 1 3022 3611 3919 3913 2.917.11 2800 3674 4532 5417 5879 5876 5870 4899 6043 7222 7838 78U 7826 8 482 965 2/4.9 2.9/7.1 3.8/9.44.6/11 2/49 2.9/7.1 3.8/9.4,4.6/11.65.5/13.8 6/15 6/15 3.8/9.44.6/11.65.5/13.8 6/15 6/15 6/15 3.8/94,4.6111.65.5113.8 6115 6/15 6115 326 693 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 1 4033 4698 4695 4688 3729 4550 5378 6263 6259 6251 10 247 556 494 1111 166712.7/6.613.6/8.9.4.4/10.9.5.2/12.9. 1 11.5/3.1 2.7/6.6 3.6/8.94.4/10. 1.5/3.1 2.7/6.6 3.6/8.9,4.4/10.95.2/12.9 6115 1 6/15 6/15 6/15 6115 3.6/8.94.4/10.95.2/12.9 6/15 6/15 6115 244 552 833 1 1012 487 1 1104 1665 2024 2384 2765 2839 1656 2498 3037 3576 4148 4265 4259 33 1 4N9 4767 1 5531 5687 5679 11 186 418 815 371 TM 1631 1253 2446 3262 1.5/3 2.3/5.8 3.5/8.8 4.3/10. 1.5/3 2.3/5.813.5/8.8 4.3/10.71 5/12.6 5.8/14.6 6/15 2.3/5.8 3.5/8.8,4.3/10.71 5/12.6 5.8/14.6 6/15 6/15 3.5/8.8,4.3/10.71 5/12.6 5.8/14.6 6/15 6/15 187 424 733 912 374 848 1465 1823 2141 2475 2601 1272 2198 2735 1 3211 1 3713 3907 3901 2931 1 3647 4281 4951 5209 5201 12 143 1 322 62813.4/8.414.2/lO..-1.5/3 286 643 1256 965 1884 2512 1.5/3 2/4.9 2/4.9 3.4/8.44.2/10.54.9/12.35.7/14.3 6/15 2/49 3.4/8.44.2/10.54.9/12.35.7/14.3 6115 6/15 3.4/8.4,4.2/10.54.9/12.35.7/14.3 6/15 6/15 146 332 1 623 829 292 665 1247 1658 1 1942 1 2240 2399 997 1 1870 2487 2913 3360 1 36N 3598 2494 3316 3884 4480 4606 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 tg76 3238 1.5/3 1.7/4.2 3.1/7.8 4.1/10. 1.5/3 1.7/4.2 3.1/7.8 4.1/10.44.8/12.1 5.6/14 6/15 1.7/4.2 3.1/7.8 4.1/10.4,4.8/12.1, 5.6/14 6/15 6/15 3.1/7.8;4.1/10.4,4.8/12.1 5.6/14 6/15 6/15 116 265 521 734 233 1 530 1 1043 j 1467 1 1777 1 2048 1 2226 1 796 1 1%4 2201 1 2W6 1 3068 3345 33M 2085 1 2934 3554 1 4091 1 4459 4451 14 90 203 396 648 180 1 405 1 791 1 1296 608 1187 1944 1582 2593 1.5/3 1.5/3.6 2.8/7 4/9.9 1.5/3 1.5/3.6 2.8/7 1 4/9.9 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 6/15 2.8/7 4/9.9 4.8/12 5.5/13.8 6115 6115 94 215 423 638 188 429 846 1276 1638 1682 2076 644 1268 1914 2456 2823 3120 3113 2552 3275 3763 4159 4151 15 73 165 322 527 146 329 643 1054 1573 494 965 1581 2360 2108 3146 1.5/3 1.513.1 2.516.1 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 1.5/3 1 2.5/6.1 3.7/9.2,4.7/11.85 4/13.6 6/15 6/15JA2.5/6.13.7/9.2 4.7/11.65.4/13.6 6/15 6/15 77 176 347 560 153 352 695 1120 1443 1742 1944 528 1042 1680 2165 2613 2923 2917 1389 2240 1 2887 3484 3897 3889 16 60 1 136 1 265 434 121 1 271 630 868 1296 407 795 1 1303 1944 1 - 1060 1737 2593 1.5/3 1 1.5/3 2.2/5.4 3.5/8.6 1.5/3 1 1.5/3 2.2/5.4 3.5/8.64.4/11.1,5.4/13.4 6/15 1.5/3 2.2/5.4 3.5/8.64.4/11.15.4/13.4 6/15 6/15 2.2/5.4 3.5/8.64A/11.15.4/13.4' 6/15 6115 63 1 146 289 1 476 127 1292 1 577 1 951 1 1277 1 1597 1829 438 1 866 1 1427 1 1915 1 2395 2749 2743 1154 1902 2553 1 3193 1 3665 3657 17 1 50 1 113 221 1 362 101 1 226 1 442 1 724 1 1081 1539 339 1 663 1 1086 1621 2308 884 1448 2161 3078 1.5/3 1 1.5/3 1.9/4.8 3.1/7.8 1.5/3 1 1.5/3 1.9/4.8 3.1/7.8,4.2/10.55.2/13.11 6/15 1.5/3 1.9/4.8 3.1/7.8,4.2/10.55.2/13.1 6/15 1 6/15 1.9/4.8 3.1/7.8,4.2/10.55.2/13.ti 6/15 1 6/15 242 399 106 244 484 799 1137 1422 1726 367 726 1198 1705 2133 2572 2588 968 1598 2274 2845 3429 3451 18 ik 186 305 85 191 372 610 910 1296 286 558 915 1366 1944 744 1220 1821 2593 1.7/4.3 2.8/7 1.5/3 1 1.5/3 1.7/4.3 2.8/7 1 4/9.9 4.9112.3 6/15 1.513 1.714.3 2.817 4/9.9 4.9/12.35.9/14.9 6/15 1.7/4.3 2.8/7 4/9.9 4.9/12.35.9/14.9, 6/15 103 1 205 339 89 206 410 677 1016 1275 1634 310 615 1016 1524 1912 2336 2450 820 1354 2032 2549 3115 3267 19 81 158 259 72 162 316 519 774 1102 243 475 778 1161 1653 2268 633 1037 1548 2204 3024 1.5/3 1.5/3# 1.513 1.5/3 1.5/3.8 2.5/6.3 3.7/9.34.7/11.7 6/15 1.5/3 1.513.8 2.5/6.3 3.7/9.34.7/11.75.7/14.3 6115 1.5/3.8 2.5/6.3 3.7/9.34.7/11.75.7/14.3 6/15 88 175 289 75 176 350 579 869 1149 1551 263 525 868 1 1303 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 9961944R17232105 543 889 1327 1890 2593 - 1.5/3 1.5/3.4 2.3/5.6 1.5/3 1.5/3 1.5/3.4 2.3/5.6 3.4/8.44.4/11.1 6115 1.5/3 1.5/3.4 2.3/5.6 3.4/8.44.4/11.15.4/13.6 6115 1.5/3.4 2.3/5.6 3.4/8.44.4/11.15.4/13. 6/15 65 130 216 54 130 260 431 649 928 1 1407 194 390 647 973 1393 1735 1 2111 520 862 1 1297 1857 1 2313 2815 22 52 102 167 46 104 204 334 1 499 710 1 - 157 306 501 748 1065 1461 1 - 408 668 997 1420 1948 1.5/3 1.5/3 1.9/4.7 1.5/3 1.5/3 1.5/3 1.9/4.7 2.817 4/99 6/15 1.5/3 1.513 1.9/4.7 2.8/7 419.9 4.9/12.3 6/15 1.5/3 1.9/4.7 2.8/7 4/9.9 4.9/12.3 6/15 99 164 98 197 329 496 711 1288 146 296 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 12911.6/3.9 80 157 257 384 547 121 236 386 576 820 1125 314 515 768 1094 1500 1.5/3 1.5/3 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3 6/15 1.5/3 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3,4.5/11.3, 6/15 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3,4.5/11.3 6/15 76 128 75 1 153 256 387 1 555 1164 112 229 383 580 833 1150 1747 305 511 1 T73 1110 1 1533 1 2329 26 62 101 63 1 124 202 302 430 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 15/3.3 2/5 2.8/7.1i5.9/14. 1.5/3 1.5/3 1.5/3.3 2/5 2.8/7.1 3.9/9.73.9/14. 1.5/3 1.5/3.3 2/5 2.8/7.1 3.9/9.715.9/14. 60 101 58 120 202 306 441 1001 87 180 303 459 661 914 1501 240 404 612 882 1219 2001 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 1.5/3 1.7/4.3 2.4/6.15.5/13. 1.513 1.5/3 1.5/3 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 3.4/8.45.5/13. 81 1 95 161 246 355 861 68 143 242 369 533 738 1291 190 323 492 710 984 1721 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.5/3 1.5/3 1.5/3 1.5/3.7 2.1/5.35.1/12. 1.5/3 1.5/3 1 1.5/3 J 1.5/3.7 2.1/5.3 2.9/7.35.1/12. 1.5/3 1 1.5/3 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. Cheek 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 o1 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 Cascade E'NP • Eastern Specrfer G.nde • 0810412015 VERSA - LAM® Allowable_ Nailing_ and_Design Values__ 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-LAM°/VERSA-RIM°. Use nails as specified by Simpson Strong -Tie. Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 18W 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_ V-alues, -- - y Allowable Allowable Moment Allowable AllowableF63.3 Width Depth Weight Shear Moment of Inertia Width Depth Weight Shear Moment Grade in in Ib/ft lb]ft-lb] in' Grade in in Ib/ft lb]ft-lb) 0 m Q N ww 1'/2 3'/2 1.5 998 776 5.4 5'% 8.0 5237 6830V) 5'/2 2.4 1568 1821 20.8 5'/2 8.4 5486 7457 7% 11.0 7232 12566 166.7 7% 3.2 2066 3069 47.6 9'/. 14.1 9227 19908 346.3 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 5'/. 9% 4.7 3076 6636 115.4 11'/. 18.1 11845 31913 732.6 1% 0 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 1792.0011 %. 6.0 3948 10638 244.2 0 0 C-J Q o: 0 Q Q W w 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 9% 16.6 12303 26544 461.7 5'/2 5.6 3658 4971 48.5 7% 7.4 4821 8377 111.1 g,/2 171 12635 27916 500.1 9'% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9'/2 9.6 6318 13958 250.1 11'/6 21.4 15794 42550 976.8 3'/2 711% 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 14.2 9310 29035 800.3 18 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 11Equivalent Tension Compression Specific Gravity Modulus of Horizontal Parallel to Compression Perpendicular to for Fastener Elasticity Bending Shear Grain Parallel to Grain Grain Design E( x 106 psi)(') Fb (psi)t2lt3I F,. (psi)l2x4> F, (psi)t2xsl F.„ (psi)t 1 F.1(psi)I1fl6> SG) DesignPropertyGradeVERSA- LAM°Beams 2.03100 1 2. 0 3100 1 285 1 2150 3000 750 0.5 VERSA - LAMB Studs 1.72650 1.7 2650 285 1 1650 3000 750 0.5 VERSA - LAM° Columns 1.82750 1.8 2750 285 1 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/L)18 where L = 2 This value is based upon a load duration of 100% and may be 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)19 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 EWP • Eastern Specifier Guide • 08/0412015 VERSA -LAMS 1.8 2750_Columns_ C t Allowable Axial Load (lb) is 31/2' x 3%' 31/:" x 4'/:' 3% x 51 ' 3%" x 5%' 31/:" x 7" J 100% 115% 125% 100% 1 115% 125% 100% 1 115% 125% 100% 1 115% 125% 100% 115% 1 1250% 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 22,530 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 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 12,330 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 10,850 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 91065 91325 9,475 12 31935 41040 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 1 4,420 4,480 5,185 1 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 1 3,900 3,950 4,585 1 4,685 4,740 4,805 4,905 4,965 6.115 6,250 6,325 31/:" x 71/: ' 51/: ' x 51/. ' 51/: ' x W/2" 51/: ' x 7" 51/: ' x 71/: ' 100% 115% 125% 100% 115% 125% 100% 1 115% 125% 100% 115% 1 125% 100% 1 115% 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 31,260 11 9,390 9.660 9,810 18,500 19,340 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 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 10,820 11,090 11,240 11,210 11,480 11,640 20 7,455 7,625 7,720 7,810 7,990 81090 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): F, = 2750-(12/d)"' psi Perp to Gluelines (Plank): Fb = 2500'(12/d)19 psi Compression Parallel to Grain: Fp cu = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): F,ii = 750 psi Perp to Gluelines (Plank): F_ L = 450 psi Tension Parallel to Grain: Ft = 1650 psi V-_E,RSA-STU-D® 1.7 26-5-0 Allowable Design Values Product Bending Fb [psi] Compression Parallel to Grain Fc [psi] Modulus of Elasticity E [psi] Horizontal Shear Fv [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 Cosrade EVVP • Eastem Specifier Guide • 08104120'5 Computer: Software-..--.---, ---- ul.e v n, wo...crv.ra•ww..e. i-7 Il I Ire New BC FRAMER® represents a huge technological leap L 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 FRAMER® 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. BC CALC® Sizing Software 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® 8t 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. 7FRaa 7r• ut GIDR CIRI S 1!E'Ic 6• IlOGI ILr CvrL. C!w a Wlpsb. ri..l nit t_u"Jiil Cb lr '.M• Yt C"V_ wa 7::t r.roa b,eim a r+ n.l t}r. LIb u7: V INWs u.os.11o,trat r.. Its tlrs07+ MtM :rt le.l•rlss t 4^rrltR. pl is s .., airt, va.r.•v ASrG t1 ftd 1< A7 r t1.dr. ti.rtN iN.•'I; 0 !fO Boise Cascade EWP • Eastern Specifier Guide • 0610412uio 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, 12800024 1GB Minimum 1024768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. Give Us ; a Try! Analysis for Engineeredred Wood Products 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. For questions regarding BC CALC®, call 1-800-405-5969 or email EWPSupport@BC.com To Download BC CALC US, https://www.bcconnect.com/bcdeployer/index.htm rr...e.+w.nlw.>tirW b.ap. st.11.,7 (Q.l. r u sw...l i r 1 17 M.111T fll_I. riU 11n r WI Mllw ftt tw tt.sry Grip Orr Olaas.w L C)r?, Wh aC. qT IK.7r Owlll/r.Ylb•l /r.1 •.. ft. t7. 11 rartwol. uum Qsm tIaft 2% 1 W1 p ra•Mi. •bra rrr w/!rA t O.f i .as.. t•wr•..w,n U.Isatptl 4XLVEiDT 7A as . IYIN 11M.9111h 7r. Mr. o U6,11"S .,IJI..I....a..l.., r r.t•I Mr.lf r.r. I.Y.aG.Vlrl r•.:.• p iIs1 R.. ts7 t1,7 t> Lt:1 A,7 pR•Iu •..a. RI.M.rlr..l .M 91 t7r:7>• 1,IR a7 t1,lp lw a1 a., Mann, r'r t..111I.OW N--ft" Woes ptr..rayl:n6w rill.. 1• f M W rit-Ift" %* OC24 I LWi 7> IOn 111IC" Cr I7,.;IfM TA IMD3 MCM 0"M30t7.Mwnr'L vlr. tnr rslGR. Im.01Iy11N.Y1}P lri lYlt•.Cr .L¢ilialib N•M1IIapW rGr Y. sr.l0.-YP, Iwnuatsetrxr. rw. ICL• WIM/'.USIA MlRJ.7 PLi+ r,ICaaLyrl O-.LIY tlllt•• q Ct!•fY1flT M1Ii .N'017 a:IaN R' p' aYRmces rrurrf//0tsrte cG7arar. at, Iasw s711e-...+ornr.yyl,.allaw/. aM.. M tnc•. r. r Framing Connectors - Simpson Strong -Tie__ - - ITS lus SUR/L Joist Dept' BCI° Hanger apace Ib Nairn Header Joist Joist De th gCl• Hanger apaaty Ibs] Hader ails Joist Joist De th gCl° Hanger apaa Fibs] ty Head r N ilino Joist 4500s ITS1.81/9.5 993 6-10d 9 4500sj IUS1.81/9.5 950 8-10d 9/'• 4500s SUR/1.1.81/9 1081 12-16d 2-10dx1%' 5000s 60005 ITS2.06/9.5 ITS2.37/9.5 993 1225 6-1Od 6-10d 50005 60005 IUS2.06/9.5 IUS2.37/9.5 950 950 8-10d 8-1Od 5000s 6000s SUR/L2.06/9 SUR/L2.37/9 1097 1343 14-16d 14-16d 2-10dx1%; 2-10dx1%' 6500s ITS2.56/9.5 1225 6-10d 65005 I IUS2.56/9.5 950 8-10d 6500s SUR/L2.56/9 1343 14-16d 2-10dx1%; 11Y; 4500s ITS1.81/11.88 1068 6-10d 11%" 4500s IUS1.81/11.88 1185 10-1Od 4500s SUR/L1.81/11 1306 16-16d 2-10dx1%" 5000s ITS2.06/11.88 1068 6-10d 5000s IUS2.06/11.88 1185 10-1Od 5000s SUR/L2.06/11 1350 16-16d 2-10dx1%; 6000s 6500s ITS2.37/11.88 ITS2.56/11.88 1237 1237 6-10d 6-10d 6000s 6500s IUS2.37/11 88 IUS2.56/11.88 1185 1185 10-1Od 10-1Od 6000s 6500s SUR/L2.37/11 SUR/L2.56/11 1385 1385 16-16d 16-16d 2-10dx1%" 2-10dx1l'A" 605 ITS2.37/11.88 1237 6-10d 60s IUS2.37/1188 1185 10-1Od 60s SUR/L2.37/11 1385 16-16d 2-10dx1%" 905 ITS3.56/11.88 1518 6-1Od 90s IUS3.56/11.88 1420 12-10d 90S SUR/L410 1906 14-16d 2-10dx1%" 14 4500s ITS1.81/14 1075 6-10d 14" 4500s IUS1.81/14 1420 12-10d 14 4500s SUR/L1.81/14 1675 20-16d 2-10dx1%; 5000s ITS2.06/14 1081 6-10d 5000S IUS2.06/14 1420 12-10d 5000s SUR/1.2.06/11 1693 18-16d 2-10dx1%" 6000s ITS2.37/14 1262 6-10d 6000s IUS2.37/14 1420 12-10d 6000s SUR/L2.37114 1693 18-16d 2-10dx1W 6500s ITS2.56/14 1262 6-10d 6500s IUS2.56/14 1420 12-10d 6500s SURVL2.56/14 1693 18-16d 2-10dx1%' 60s ITS2.37/14 1262 6-10d 60s IUS2.37/14 1420 1240d 60s SUR/L2.37/14 1 1693 18-16d 2-1Odx1W 90s ITS3.56/14 1520 6-10d 90s IUS3.56/14 1420 12-10d 90s SUR/L414 2050 18-16d I 2-1OW16" 16 4500s ITS1.81/16 1081 6-10d 16 4500s IUS1.81/16 1660 14-10d 16' 4500s SUR/0.81/14 1887 20-16d 2-10dx1'/:' 5000s ITS2.06/16 1087 6-1Od 5000s IUS2.06/16 1660 14-10d 5000s SUR/L2.06/11 1920 18-16d 2-tOdx1%' 6000s ITS2.37/16 1268 6-10d 6000s IUS2.37/16 1660 14-10d 6000s SUR/L2.37/14 1920 18-16d 2-10dx1%' 65005 ITS2.56/16 1268 6-10d 6500s IUS2.56/16 1660 14-10d 6500s SURUL2.504 1920 18-16d 2-10dx1%; 6Os ITS2.37/16 1268 6-tOd Gas IUS2.37/16 1660 14-10d 60S SUR/L1.37/14 1920 18-16d 2-10dxl'/ 90s fr--SS33.,,5yy6/1661 152200 1 6-10d I 90s IUS3.56/ ry16p 14r2 5 1ry4-10d 2250 1p8-16d 2-10dx1%; r90ysry ryS UR/L414 r y l:.l•.l.:l!AJ. C A1C7lS u-li / D • • Cl!11C15 UT 1.7 Ul!`.l•.AAAS IYU:AAJ Cll.• •,' isllu:l C1w1.1'.0 C.l'.UCJI!tG' •CI I i MIT B U / HU MIU LSSU Joist D th gCl° Hanger Capacity bs Nailin Had r Joist Joist Depth BCI• Hanger CapacityNailing-Joist Fibs]Header joistDe th BCI° Hanger Capacity b Nailin Header Joist 9/'" 4500s MIT49.5 2305 8-16d 2-10dx1 Y" 9/' 4500s MIU3.56/9 2305 16-16d 2-10dx1%; 9%' 4500s LSSUl25 995 9-10d 7-10dx1%' SOOOs MI4.12/9.5 2305 8-16d 2-10dx1%" 5000s 60005 MIU4.11/9 M/U4.75/9 2305 2305 16-16d 16-16d 2-1Odx1%; 2-10dx1%; 5000s 6000s LSSU2.06 LSSU135 995 995 9-10d 9-10d 7-10dx1%" 7-10dx1%' 6000s MIT359.5-2 2305 8-16d 2-10dx1%' 6500s MIT39.5-2 2305 8-16d VOdx1%" 6500s MIU5.12/9 2305 16-16d 2-10dx1%'" 6500s LSSUH310 1425 14-10d 7-10dx1'/." 11'/." 4500s MIT411.88 2305 8-16d 2-10dx1%" 11%" 4500s MIU3.56/11 2880 20-16d 2-10dx1'/:" 4500s LSSUl25 995 9-10d 7-10dx1%" 5000s MIT4.12/11.68 2305 8-16d 2-10dx1%; 5000s MIU4.12/11 2880 20A6d 2-tOdx1%:" SOOOs LSSU2.06 995 9-10d 7-10dx1'/:" 6000s MIT3511.88-2 2305 8-16d 2-10dx1%' 6000s 65005 MIU4.75/11 MIU5.12/11 2880 2880 20-16d 20-16d 2-10dx1%; 2-tOdx1%" 60005 LSSUl35 995 9-10d 7-10dx1%' 6500s MIT311.88.2 2305 8-16d 2-tOdx1%" 60s MIU4.75/11 2600 20-16d 2-10dx1%" 11'/: 6500s LSSUH310 1475 14-10d 7-10dx1%" 60s MIT3511.88-2 2305 8-16d 2-10dx1%" 90s I B7.12/11.88 3800 14-16d 2-10dx1%' 905 I HU412-2 3275 22-16d 2-10dx1%" 60s LSSU135 995 9-10d 7-10dx1%" 14' 4500s MIT414 2305 8-16d 2-10dx1'/a" 14' 4500s MIU3.56/14 3170 22-16d 2-10dx1%" 90S LSSU410 1625 14-10d 12-10dOW 5000s MIT4.12/14 2305 8A6d 2-tOdxl'A' 5000s MIU4.12/14 3170 22-16d 2-10dx1%; 45005 LSSU125 995 9-10d 7-10dx11W 6000s MIT3514.2 2305 8-16d 2-10dxl'A* 6000s MIU4.75/14 3170 22-16d 2-10dx1'/,' SOOOs LSSU2.06 995 9-10d 7-10dxl% 6500s MIT314-2 2305 8-16d VOdx1%" 6500s MIU5.12/14 3170 22-16d 2-1Odx1%" 6000s LSSU135 995 9-10d 7-10dx1%' 60s MIT3514-2 2305 8-16d 2-10dx1%; 60s MIU4.75/14 2700 22-16d 2-10dx1'/:" 14 6500s LSSUH310 1600 14-10d 7-10dx1%' 90S B7.11/14 3800 14-16d 2-10dx1%" 90S HU414.2 3870 2648d 2-tOdxl%" 60s LSSUl35 995 9-10d 7-tOdx1%' 16' 4500s MIT416 2305 8-16d 2-10dxl' 16" 4500s MIU3.56/16 3455 24-16d 2-10dx1/; 90S LSSU410 1625 14-10d 12-10dx1%; 5000s LBV4.12/16 2460 1046d 2-tOdx1%,' 5000s MIU4.12/16 3455 24-16d 2-10d,r" 6000s MIT4.75116 2305 8-16d 2-10dx1%" 6000s MIU4.75/16 3455 24-16d 2-10dx1'/; For more information. call Simpson Strong -Tie at l-800-999-5099 cJ or visit their website at www.strongtie.com General Notes Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong -Tie for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI• Joist end reaction capacities -whichever is less. All capacity values are downward loads at 100%load duration. Use sloped seal hangers and beveled web stiffeners when BCI• Joist slope exceeds Y7 per foot. Leave'hi clearance ('/•" maximum) between the end of the supported joist and the head of the hanger. At max design capacity shown, hangers may exceed standard deflection by /u". For proper installation of the VPA, the 2-10dx1%" joist nails through the bend tabs must be installed at approximately a 45-degree angle. Support Requirements Support material assumed to be Boise Cascade structural composttelumberorsawnlumber(Douglasfirorsouthem Minimupine eeles). Minimum support width for single- and double -joist top mount hangers is 3'. Minimum support width for face mount hangers with 10d and 16d nails is 1%" and 2", respectively. 6500s MIT5.12/16 2305 8-16d 2-10dx1%" 6500s M1U5.11/16 3455 24-16d 2-10dx1%; 60s MIT4.75/16 2305 8-16d 2-10dx1%" 60S MIU4.75/16 2725 24-16d 2-1Odx1Y." 90s I B7.12/16 1 3800 14-16d 2-1Odx1%' 90S HU414-2 3780 26-16d 2-tOdx1%" THAI n VPA T Joist Depth BCI ° Hanger apaaty Fibs]Header Nailing Joist Joist Depth BCI ° Hanger Capacity f Top Plate t ner Rafter 9%; 4500s THAI1.81/12 1181 6-1Od 2-10dxlY," 9%" 4500s LSSU125 995 9-1Od 7-10dx1%' 5000s 6000s THAl2.06/22 THA13522 1181 1393 6AOd 6-1Od 2-10dx1%' 2-10dxlY," 5000s LSSU2.06 995 9-10d 7-10dx1'/:' 6000s LSSU135 995 9-10d 7-1061W 6500s THA1322 1393 6-1Od 2-10dx11/2' 6500s LSSUH310 1425 14-10d 7-1Odx1%; 11/. 4500s THAI1.81/22 1443 6-1Od 2-10dx1%" 11/• 4500s LSSU125 995 9-10d 7-10dx 5000s THAl2.06/22 1443 6-1Od 2.10dx1%; 5000s LSSU2.06 995 9-10d 7-10dx1Y; 6000s THA13522 1443 6-1Od 2-10dxl'/," 6000s 6500s LSSU135 LSSUH310 995 1475 9-10d 1440d 7-10dx1Y" 7-10dx1W6500sTHA132214436-1Od 2-1Odx1%" 60s THA13522 1443 6-1Od 2-10dx1%' 60s LSSU135 995 9-10d 7-10dx1%; 90s THA1422 1715 6-1Od 2-10dx1%" 90S LSSU410 1625 14-10d 12-10dx1%' 14' 4500s THA11.81/22 1600 6-1Od 2-10dx1%" 14 . 4500s LSSU125 995 9-10d 7-10dx1%; 5000s THAl2.06/22 1600 6-10d 2-10dx1%" 5000s LSSU2.06 995 9-10d 7-10dx1%; 6000S THA13522 1600 6-10d 2-10dx1'W 6000s LSSU135 995 9-10d 7-10dx1'/:" 6500s THA1322 1600 6-10d 2-10dx1%' 6500s LSSUH310 1600 1 14-10d 7-10dx1YV 60s THA'3522 1600 6-1Od 2-10dx1%" 60s LSSU135 995 1 9-10d 7-10dx1%; 90S THAI422 1715 6-10d 2-10dx1%" 90s LSSU410 1625 1 14-10d 12-1Odx1%" Bore Cascade EW-1 • eastern Speaf e, Guide . 08,04/20 i b Framing Connectors - USP Structural Connectors_____ __ _I,, THO TFL THE SKH Joist gCl• Hanger Capacity Nailm Joist gCl• Hanger Capacity Nai i Joist gCl• Hanger apauty Nailin D pth 11111 ] Joist D th [Its Header Joist D pth Header ist 4500s TH 017950 993 6 10d 2 10dx1%" 4500s THF17925 910 8 10d 2 10dx1%" 4500s SKH1720L/R 1153 14 10d 10 10dx1'A" SOOOs TFL2095 993 (6)10d 2 10dx1'/ 5000s THF20925 910 8 10d 2 10dx1%; . 5000s SKH2O2OL/R 1153 14 10d 10 10dx1%" 9/'" 6000s TFL2395 1225 (6)10d 210dx1'/; 9h 6000s THF23925 1275 12 10d 21Odx1%" 9/' 6000s SKH2320LIR 1384 14 10d 1010dx1'/; 6500s TFL2595 1225 (6)10d 210dx1%; 6500s THF26925 1275 12 10d 210dxl'/," 6500s SKH2520UR 1384 14 10d 1010dx1'/," 4500s TH 017118 1068 (6)10d 2 10dx1'h" 4500s THF17112 910 B 10d 2 10dx1%" 4500s SKH1720L/R 1434 16 10d 10 10dx1%" 50005 TFL20118 1068 6 10d 2 10dx1%' SOOOs THF20112 910 8 10d 2 10dx1'/,' 50005 SKH2O20L/R 1434 16 10d 10 10dx1%' 11%" 60005 T L2c 8 1237 6 10di T 10dx1%; 17,. 6000s THF23118 1 1300 14 10d 2 10dx1%: 11,/; 60005 SKH232%!/R 1434 16 101 1010dx1%w 14" 16" mm 1 THO Double BPH THE Double HD LSSH Joist BCI• Hanger Capacity Nailin Joist BCI• Hanger Capacity Nailin Joist BCI• Hanger Capacity Nailin D t H d r oft D t bs H ad r i D th s Header I Joist 4500s TH035950 2050 (101 10d 2 10dx1%' I 4500s THF35925 1370 12 10d 2 10dx1%; 4500s LSSH17 140 (10110d711061W 5000s TH020950-2 2330 10 16d (6)10d 9%. 5000s THF20925.2 1390 12 10d (6)10d gy,• SOOOs LS 0 0 Od 10 6000s TH023950-2 2825 10 16d 6 10d 6000s THF239I5.2 1625 14 10d 6 10d 6000 LS 2 0 0 0 0 6500s TH025950-2 2825 10 16d 6 10d 6500s THF25925-2 1390 12 10d 6 10d 6500 S 2 1 10 0 0 4500s TH 035118 2050 10 10d 2 10dxl%" 4500s THF35112 1825 16 10d 2 10dx1%" 500 S 9 0 0 10d 0 dxl 5000 LSSH20 1140 0 10 7 10 r 5000s TH020118-1 2330 10 16d 6 10d I 5000s THF20112-21855 16 10d (6)10d , 6000s SSH240 0 0 0 6000s TH023118-2 2925 110 16d 6 10d 11/." 11%; 6000s THF23118.2 1855 16 10d 6 tOd 6500s SS 2 1140 0 0 Y 10dxl'F- 14" 16" 6500s 60s THF25118- 2 THF23118. 2 1855 1855 16 10d 16 10d 6 10d 6 10d us 90S IS 2 LSSH3519 114U 0 14" 500 L 0 90sHD712022551616d610dSOOOsLS1011 14" 4500s THF35140 2320 16 10d 2 10dxl% 6500 LSSH23 1 5000s THF20140•2 2320 20 tOd 6 10d 5 6000s THF23140.2 2540 20 10d 6 10d 60 6500s THF25140-2 2500 20 10d 6 10d 90s LSSH35 60s THF23140.2 2540 20 10d 6 10d 16" 4 0 90S HD7140 2820 20 16d 8 10d 6 0 0 11 16" 4500s THF17157-2 2425 22 10d 2 10dx1%; 000 5000s i -- 0 LJJ6000s THF23166.2 3050 24 10d 6 10d 0 Po MSHTMP Joist BCI• Hanger Capacity Nailin Joist BCI• Hanger Capacity Fast ner D th Header Joist D th b TOD Plate Rafter 45005 I 4500s TMP175 J125 6 10d 410WA 9%" SOOOs 9'" 5000s TMP21 1125 6J110d4 10dxl' ' 6000s 6000s TMP23 1375 6 10dxl' " 6500s 6500s TMP25 1375 6 Od 1' " 4500 500 TMP175 50 610d 1' " 5000s 5000s TMP21 1290 6 10dx1' ' 6000s MSfu13Y 1431 6 10d 4 10dx1%" 11Y; 6000s TMP2 1425 6 1Odx., " Owus DVuus nnr-n icau 0 iva q luaxi 72 14" 6000s MSH2322 1550 6 10d 4 10dx116 14 6000s TMP23 1525 6 10d 4 10dx1' " 16500SI MSH322 1550 6 10d 4 10d 1' " 6500s TMP25 15 5 6 10d 4 10dx1' " 60 S 2 22 550 6 10d 4 10d 1' " 60s TMP23 15 5 6 10d 4 Od 1' " 905 1 90s TMP4 1850 6 10d 4 10d 1' " 45005 MSH1722 1668 6 10d 410dx1%; 45005 TMP175 1150 6 10d 410dx1%; 5000s 5000s TMP21 1290 6 10d 410dx1'; 16- 6000s H2 22 1668 10d 4 1Odx1'; 16" 6000s TMP23 1550 6 10d 4 10d 1':" 6500 SH 2 1668 161 6Od 4 Od 6500s TMP25 1550 6 10d A4 10dx1W 505 SH 322 1712 6 10d 4 lOdr 1' i 60s IP23 1550 6 10d 4 10d ' 90s _ 90s TMP4 1900 6 10d 4 10 x1% V S P For more information, STRUCTURAL contact V CONNECTORS* USP Structural Connectors TM^ 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 support conditions contact supplier or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI• Joist end reaction capacities — whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seal hangers and beveled web stiffeners when BCI• Joist slope exceeds'/." per foot. Leave Via" clearance Cis maximum) between the end of the supported joist and the head of the hanger. For BCI• Joist applications, consult USP for capacity reduction. Support Requirements Support material assumed to be Boise Cascade structural composite lumber or sawn lumber Douglas fir or southern pine species). Minimum support width for single- and double -joist top mount hangers is 3": (1 %" for THO hangers). Minimum support width for face mount hangers with IOd and 16d nails is 1%" and 2", respectively. Boise Cascade F-%ArP - Eastern Specifier G.ide - 0810412015 Nf"b •r .,, _ , -. __ — . ti 1- -. .. ... .. ... ^ - =^ii-Y F,'i tip + .. z ''.'" ' r. renhanceCascade has a proven track record of providingywoodproductsandanationwidebuildingmaterialss ution network for our customers, helping them to their own businesses. 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/ su sta i nability/certification-aud its/ or view our green brochure at www.bc.com/instl1. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSC® Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEEDO 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 Quality and Performance Boise Cascade warrants its BCI® Joist, VERSA -LAM®, and ALLJoisr 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 ell used according to our Installation Guide. 011 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! IFortheclosest Boise Cascade EWP distributor/support center, call 1?1-800-232-07881 `? 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 QD Boise Cascade Engineered Wood Products Great products are only the beginning® If no dealer is listed, call 1-800-232-0788 Copyright © Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 1 /2/2b 18 Florida Building Code Online 6usiness 8t Professional Re ulation 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 brida r Product Approval lam, USER: Public UserQivp Product Approval Menu > Product or Application Search > Application List > Application Detail D.!;09'- cS vI- FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/A&ww.floridabuiIding.org/pr/pr_app_dti.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6; f. ClassicCraft Fiberglass Door, Limits of Use Approved for use in HVHZ: Yes, Approved for use outside HVHZ: Yes Impact Resistant: No' Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any,__\ additional use limitations, installation instructions and product, Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration' Installation Instructions' FL15036 R2 II (a) Inst 15036.6.pdf iVerified By: Lyndon F. Schmidt, P.E. 43409; Created by Independent Third_ Part_ y: Yes Evaluation Reports TI-15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes; hftps://www.florida-biuilding.6rg/prTpr_app al.4spx 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 L ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Cooyrlght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls 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: E a]gq_ 0 Credit Card Safe hftps://www.floridabuilding.org/pr/pr app_dtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sioned & Sealed by Lyndon F. Schmidt, P.E. oeoeeeeele Signed & Sealed by SCHA4 Lyndon F. Schmidt, P.E. ENS No 43409 k L O:. STATE OF Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 00%jWK 7 17 R' MAX sic -Craft - FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 3C. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Jal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes OVERALL WIDTH 0z Z Z N Z 7 O w w LU = i w i U J LL J J LU W a O b N a a OVERALL_DESIGO PRESSURE (PSF-) SWING._ . FRAME.:.. If n!'1TIiiL•' -111C^ATII%C'. EXTERIOR to m 4.11" I--1.48" I 1 2 roP Rna r arcH snr 42 1.49" f .30 f: SG >= 0.67) ILL EXTERIOR N w • O 0.15' C'SINK TYP.) INTERIOR EXTERIOR 3 4 5 4 4 4 20 J) 8 7 INTERIOR 40 EXTERIOR 71 U I 9 10 3 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck INTERIOR EXTERIOR C a 7 ° a a 8 INTERIOR OSS SECTION i - inswing INTERIOR EXTERIOR see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR p O O D D 0 o o OR0 10 I— V T STRIKE JAMB MASONRY OPENING FRAME 2X BUCK I FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN:::CLEARANCE ::MIN:: CLEARA ..,.-_ , 70 MASONRY:: TO:ADJACENT::..: ANCHOR::.". ih o 0 LOCV MASONR OPENIN( to ui N 2X BUCK i N J HINGE JAMB BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF l MASONRY TYP. HEAD OPENING JAMBS FRAMEEn 2X BUCK F I FRAME ANCHORING Masonry 2X buck constn for DP > 48 PSF and DP <= 75PSF iE K 10 TYP. HEAD JAMBS C; FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tarjoints, additional concrete anchors q CENTER" dimension are not exceeded. Ta.-MASONRY:..::.'::I::'.".'.:TO ADJACENT,".:*: HINGE JAMB A MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck constriction For DP > 48 PSF and 17C Der - Ur -= WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE SCREW STEEL BETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL 2ETE SCREW STEEL STEEL W 1.15" MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 3NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE to rlt 4.56' I-- 2.36" --I 19 yp HEAD & SIDE Jamb M LQ I 4.63" _ M O 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' En SELF ADJUSTING SADDLE THREHOLD33 4.56' to N O i R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Plione 813.659.9197 Florida Board of Professional Engineers Certificate of Autliorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,Inc. Wendell W. Haney, P.E. e , Es9ca1[;8° Pap Signed & Sealed by ee ° ScH1' ° po Lyndon F. Schmidt, P.E. F• sevoo t,G tAl S000e Signed & Sealed by moLyndon F. Schmidt, P.E. u No 43409 sroP Lyndon F. Schmidt, P.E. STATE OF :14/ U a FL PE No. 43409 n , L O R , V \e` o 10/16/2017 ssic-Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. stal sill item #39 under active doors and all sills used under sidelites meet IVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail 53.13' MAX. OVERALL WIDTH ZZ 3 h z o w w w = i w U- J LL- JQJ W ty W O O O i o rn a a SG >= 0.67) LAILKI%Jr% 4.11 1.48" bo J L 42 TOP RAIL 43 LATCH STILE 1.49". 3CY' 1 1.49' T 01 TLA EXTERIOR III& Ir M4 r /--N to 0%wro,% a A n a II 5' GLASS BITE 23 EXTERIOR 25, INTERIOR 25 G >= 0.42) e frame screws) is SEE NOTE 1 22 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR 5'GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR 1/8" TEMPERED GLASS N' AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 10 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR I 14 50 11 INTERIOR EXTERIOR 20 0.15" C'SINK TYP.) MONTAL CROSS SECTION ving shown - inswing 7pproved EXTERIOR NOTE: 115' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP,) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 40 SEE NO' IN E) INTERIOR EXTERIO5 o u 4 a l 63 19 nz U -- INTERIOR 60 61 SS SECTION nswing INTERIOR EXTERIOR 44VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for " HVHZ" Water infiltration requirements INTERIOR II• itoc7[OI7 EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck EXTERIOR INTERIOR 7 8 r p p z_ d L 7:E W 19 M E0Z N oU SEE NOTE 1 EXTERIOR EXTERIOR ICAL CROSS SECTION SEE NOTE 1 a ing shown - inswing pproved z a -- i m E w EXTERIOR INTERIOR 50 e e D 5 VERTICAL CROSS SECTION Outswing configuration 39 E J A e D Shown w/1 X sub -buck 19 z NOTE: 1. Anchors ass'y thn sill at 4" in from e( INTERIOR EXTERIOR AULLION OWN FOR FERENCE ONLY IORING MASONR OPENING 0 10 FRAN CL iV N Q 2X Bl hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. SEE DETAIL 1 L Y TYP. HEAD — JAMBS TYP. _ IE 0 ICK F EnIL TYP. — C N I SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWING L INSWING M OUTSWING L INSWING LATCH b DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) LON Eq 14 ro N J HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) a - a. SEE DETAIL 1 J TYP. HEAD & _ MASONRY JAMBS OPENING M ) TYP. FRAME 1 X BUCK N a a a SEE DETAIL 2 a. FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:: CLEARANCE::..'MIN::CLEARANCE.: TO:MASONR.Y.:.:: :'':TO ADJACENT ..: i HINGE JAMB 10 Ui N fo Ui to Ui 04 INSWING OUTSWING INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL zzzr— Attar strike as sh F__ WUUL) 24 1 /4" IN I tKC;UP I SPAULK 51 EEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2" PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL I-- 2. Eo 4.63" 16 OUTSWING SIDELRE 1 BUMP FACE THRESHOLD I 2.59" Spacer 2.15 1.68" —1 2.14' ' 1.69' -- { 5.75' 1.69" R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) 1,C r = D6j Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA 99813) o° .•'G f•N S f p Fyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeat C Institute, certifying that Therma Tru Corporation is manufacturing products : -0 4 within a quality assurance program that complies with ISO/IEC 17020 and STET E ?F ZU Lyndon F. Schmidt, P.E. . Guide 53. •,•F rr `. oo FL PE No. 43409 10/16/2017 Sheet 1 of 1 LQ •-.....- , i r S Q y oe• OPLEt]st:tiC`i Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. weVVI\V ssic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet HVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I in pressures & general notes I Slazina detail 68.S' MAX. OVERALL WIDTH Z Z N z z O w 0 w Hw w U- J LL J J De Q W ixLU O O O Q o EO P P u 44 INTERIOR 1 HORIZONTAL CROSS SECTION EXTERIOR 4.11 o 29 42 TOP RAIL LATCH LE 1.49" cl Eo L ILEJ T— lim INTEI m HINGE STILE,_ BOTrOM RAIL 5" GLASS BITE 23 EXTERIOR 25, INTERIOR 25 SG >= 0.42) e fraMe screws) is 22 25 24 29 G 1 GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR 1 HORIZONTAL CROSS SECTION 3 5' GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE 1 /8" TEMPERED INTERIORGLASS 25 22 25 24 18 SGLAZING DETAIL 5 insulated glass w/ pvc lite frame 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACF 1/8" TEMPERED GLASS B EXTERIOR INTI INTERIOR EXTERIOR 0.15" C'SINK nP•) IZONTAL CROSS SECTION Mng shown - inswing approved 15' INK P.) 3 r INTERIOR TE 1 SEE NOTI INTERIOR S EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5" & 66". 0.15, 20 C'SINK --{ TYP.) I 8 7 XTERIOR 40 4 JTERIOR (10) i' 1 (12) r INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet 1 z for "HVHT' Water infiltration requirements LAILKIUK 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck 60 61) EXTERIOR INTERIOR j rn Z N C) SEE NOTE 1 ICAL CROSS SECTION Ong shown - inswing pproved EXTERIOR o n J z L C6 A w 19 le-11 EXTERIOR SEE N01 INTFRIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration QY 50 M SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck 0 19 NOTE: 1. Anchors ass'y thn sill at 4" in from e, INTERIOR EXTERIOR f Krk 14: W IL N STRIKE JAMB ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to rtar joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN:::CLEARANCE:::MIN:: CLEARA. ADJACENT:: ANCHOR:.;:.: ; 2" 1" 4„ 4" MASONR' OPENING FRAME f 2X BUCK M TYP. F TYP. SILL I SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTSWING INSWING DUTSWING INSWING DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) Eo XQ d N E2 U n O Lq W) F N N HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) kSONF ENIN( L VON I E FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. AX. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN::CLEARANCE.'' :MIN 'CLEARANCE TO MASONRY: i TO. -ADJACENT.:.` NCHOR HINGE JAMB fn Wi N ATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) INSWING OUTSWING WING 4 Attac strike as sh, rrvvv 44 1/4 nviLn,,,izri orn%,Ln JICCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC 1CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1 -1 /2'PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2"PFH SCREW STEEL PE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL to i -\- = u') 10 OUTSWING SIDEME 16" 2.59" 16 Spacer 1.68 --1 2.14" 11 1.69" --1 LN O cCi oiymp-FACE THRESHO 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer'or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. o .ram ^•r}q;/P oBi4. Quality Assurance oo. Certificate of Participation issued by National Accreditation and o •.• \ C Management Institute, certifying that Therma Tru Corporation is l 4;i4Og e manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. rj STATE4E OF : L a Lyndon F. Schmidt, P.E. U o FL PE No. 43409 i^~ ' (O n;•"•%o 10/16/2017 Sheet 1 of 1 kc,4D ...•^r .tom %•, OQa.RUG d no Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ 74.5' MAX. OVERALL FRAME WIDTH ssic-Craft.. ERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ!') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes Is o Z o x - C _ w x w 11J x i w ce J 6L J J W a WLLIW O o00 D7ME EXTERIOR MOO 44 EXTERIOR 4.11" 2 42 TOP RAIL 43 LATCH STILE 1.49" N OAK (SG >= 0.67) INTI 3 INTERIOR EXTERIOR C) A nT, II II II II 8 INTERIOR a Irl lu EXTERIOR 10 H 9 10 61 4 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck 4 A 4 A 4 INTERIOR EXTERIOR E v v I G a a 63 19 Eo z a: U -- INTERIOR L ROSS SECTION on - inswing j INTERIOR EXTERIOR see general notes, sheet 1 for "HVHT' Water infiltration requirements 0• d v d e a J vd e A K64 63 40 (1 INTERIOR 8 INTEJCRRIOR EXTERIOR 61 62 63 2 VERTICAL CROSS SECTION 4 Shown w/1X sub -buck 60 EXTERIOR INTERIOR rxM MASONRY OPENING 2X BUC corners may be adjusted to maintain the min. BUCK ANCHORING I as 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN. CLEARANCE-` :MIN. CLEARANCE TO'MA'SONRY.-. '.'::;.TO ADJACENT:.:- DMEN.T ....:...:. :..:.......... ANCHOR;::: IId" 2„ In II I I t 10 SEE DETAIL 1 „t„ iEAD MBS ASTRAGAL SHOWN FOR REFERENCE Q ONLY - v O F TYP. 2„ SILL I FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN ::CLEARANCE::MfN-GLEARANCE. u11N:`.::::: ...... ..... TO' -MASONRY.:: ;::".:TO ADJACENT.::: ANCHOR`-::' MASONRY OPENING FRAME 2X BUCK, III - DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 TYP. HEAD JAMBS SEE DETAIL 7, Zo SEE DETAIL ASTRAGAL SHOWN FOR - REFERENCE X a ONLY _ CV 0 F TYP. SILL — FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF n 63 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 O 1 Eq LON h tnN I HINGE JAMB K 10 HINGE DE 10 SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE Q CL ONLY :F -7 0 AIL F TYP. 21' SILL FRAME ANCHORING sonny I X buck construction or DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN. CLEARANCE. TO: -MASONRY:-.`.'..-:` TOANAPEDMENT-'-' ANCHOR:`,:.,.:, 21' 4" MASONR' OPENING FRAM IX BIJ DETAIL I SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR E REFERENCE ONLY CK F SEE DETAIL TYP. 71 SILL Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 60PSF DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 2 LON Ui CN Ln HINGE JAMB 95.25' 8" 18.39' 20.63' 18.5 14.39' 13 )TYP. 3.25" SEE NOTE 1 3 _ 0.06" o cam; 0.13. ASTRAGAL DETAIL TYP. 13 3.25' 7' 0.75" THQ()W ATTHPT()P ANTI vv vvv WOOD ONCRETE SCREW STEEL CRETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15" MIN. EMBEDMENT STEEL ALUM. STEEL STEEL 2 ALUM. EATHER-STRIP FOAM iEATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL VURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25" THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 4.30 En o 19 Zp HEAD & SIDE Jamb I Ti 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' ItEn K"• SELF ADJUSTING SADDLE THREHOLD33 to r 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 10 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 AT[ 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed 8, Sealed bV No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) eetttbaa:c,seAbaa Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 400vE • SIC, o1 Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o ' •'` G l% & c•e Oe yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance >& Certificate of Participation issued by National Accreditation and Managemerii Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISO/IEC 17020 and STATE OF : ,. a Lyndon F. Schmidt, P.E. rcJ a FL PE No. 43409 Guide 53. %QAN f ;•••e o 10/16/20174Rjt *, aASheet1of1 a ,c, Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. sovvinv sic-Craft. SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material co. t is required to be protected with an impact resistant covering that 1C. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHZ". j configurations using sill items #31 & #33 under the active door do not ents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I general notes detail ZZ 3 y F- z O w _ W w = w Cie a U_ CX J U_ J JJ W W 1 W O O Q X iQi b Eo o o. 105.5" MAX. OVERALL FRAME WIDTH CIL11 11_I L J IJ LII IJ LI oil t7X I t7KlUK p El El 4.11 3(Y 1.49' N, o E2 42 TOP RAIL 43 LATCH STILE 1.49" f - 39' T 0.67) inTrom PAU EXTERIOR INTEF 5" GLASS BITE 23 25 EXTERIOR /7, INTERIOR 25 iG >= 0.42) frame screws) is SEE NOTE 1 24 29 G I GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR HORIZONTAL CROSS SECTION 5' GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE 1/8„ TEMPERED INTERIORGLASS 25 1.0811 zo eunee err rnn . nru 22 25 24 18 SGLAZING DETAIL 5 insulated glass w/ pvc lite frame I--1.53" --i emee rm ern e 1 /2" MIN. GLASS THK. r — 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 INTERIOR EXTERIOR 0.15, C'SINK TYP.) 1 4 RIZONTAL CROSS SECTION 11 wing shown - inswing approved 5 4 3 mb ad tical 31 ", INTERIOR EXTERIOR A/) III ` I IJ EXTERIOR 5 A 5 A 5 5 HORIZONTAL CROSS SECTION 4 Shown w/l X sub -buck IOTE 1 0.15, 20 C'SINK TYP.) 8 7 MW EXTERIOR t INTERIOR 10 12 1 c v L INTERIOR EXTERIOR VERTICAL CROSS SECTION 5 Inswing configurationseegeneralnotes, sheet 1 for "HVHT' Water infiltration requirements 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck INTERIOR a rd M r zCL H SEE NOTE 1 U—M— _ EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing ilso approved EXTERIOR Z_ d w EXTERIOR SEE NOl Z v 5 VERTICAL CROSS SECTION 6 Outswing configuration E J D D e e ° D D D A MANA/ SEE NOTE 1 INTERIOR EXTERIOR Aft VEDYCAL CROSS SECTION Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR MASONR OPENIN( L FRAN C14 C, u C14 d T 2X BI BUCK ANCHORING. a comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. M --- .-, fEARA -IN.' C'LEARANC E DMENVI"', TO .. EDGE'.: .:-.: ANCHOR: - 1/4" 2" 4" 1/4" lot 4" ASTRAGAL STRIKE JAMB SEE DETAIL 10 TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE—/ TYP. ONLY x CL: 0 ICK N F TYP. SILL SEE DETAIL 2" ILL!= DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) FRAME ANCHORING Masonry 2X buck construction I UL U4 I DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL LOCN Li LOC*4 L.) Lli C4 J HINGE JAMB 12 10 HINGE D! I I l i I I I I I I I l SEE DETAIL J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL 11 I 1 1 I I I I FRAME ANCHORING Masonry 1 X buck construction s may be adjusted to maintain the min. X. ON CENTER" must be adjusted to ar joints, additional concrete anchors I CENTER" dimension are not exceeded. CLEARANCE: ::MIN: -:CLEARANCE: TO;MASONRY .::::. ;::':. TO.:ADJA;CENT•. `.: ANCHOR:::.,:'. LIDN iCL U o SIMON& SAPlit HINGE JAMB Ln vi LATCH & DEADBOLT i HINGE DETAIL 95.25' 1.88" 18.M' 20.63" 13) TYP. TYP. 3.25' SEE NOTE 1 0.06" N 0.1 F ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 7' 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL 7-RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1/2" PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 1 66 1 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.12" o 16 OUTSWING SIDELITE Spacer 2.14" 1.69" - — Ci 2.20' — I— 4.63' 31 BUMP FACE THRESHOLD LOW P 5.75' 1/2/2618 Florida Building Code Online l ..'' r-r ?gy m. . , I ... • 1 . I'' i,. "' ; i"; " i€J BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear db a prfi rr:. Product Approval V: USER: Public User Product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE n Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuiIding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00498E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes J - Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510805D.pdf RATINGS Created by Independent Third Party: Yes a Ylvo-61 acEnv, REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.Ddf 15332. 4 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332. 8 SERIES 430/440 ALUMINUM SGD Limits of Use SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"! d Installation Instructions FL15332 R4 II 08-02249C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.Ddf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 II 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.12df Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf SERIES 430/440 ALUMINUM SGD XXX 143x80" NON - REINFORCED rej https:// www. Installation Instructions 0 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.Ddf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Rdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls 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: R `g"—M Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL; EXTRUDED ALUMINUM. 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFO IIR 0 FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE - OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REWSMS 0C5CRpnoN DATE A ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTINC 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWSDOORS LLC 1RIfL650DWMARDKETSTREETS /// i GRATZ. PA 17030 VGENSF9J+ k• 67 * = SERIES 420 SGD 96" X 80" NON —REINFORCED oTAiNOTES1 ; $TAT OF y OAF 'cC0RM • ' S/'% NA N>RAVN: owc No eLv 08—OOE1498 E Sc" WENTS 02/23/09 1 OF 10 Luis R. Lomas P.E. L ROSERM LDA SP.E. 14= WOODFORD RD LEwb VALE. NC 77= 4Nd1fA-0G09 rn.,aS6Ww wp. CM FL No.: 62514 I Fi HE 6' MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART g3 FOR NUMBER OF LOCATIONS REOUIRED 17' D.C. MAX r 6" MAX 17" MAX O.C. l0' i O X LAX AME/ ICHT 6' MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEEGHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 481/2•x79• Z MAXIMUM D.L.O.: 44 W x 74 Sr8• FIAT MOUNTED HANDLE SET (PART METALLIC TANDEM ROLLERS (PART SCHEDULE LOCATED 38 314' ON CENTER FROM PANEL AT EACH END OF PANEL BOTTOM RAILS 6" MAX RLVtS"* 0CSCRWn0N DATE APPRwm ADDED CHARTS 03/05/12 R.I. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEALS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART I t WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET r Design pressure chart (ps0 Fram Shgle Panel and Total Frarro Wlth (in) Height 30.0 1 36.0 1 420 48.0 on) 60.00 1 7200 1 84.00 96.00 Pos I Hap I PCs Nog Pos Nog POs Nog aD.O 40.0 55.1 40.0 482 40.0 a3.4 40.0 a0.0 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOTREOUIREO. SEE NOTE 9 SHEET T Design pressure chart (psi) Frartn Si Io Panel ano TOMI Franc Width (U504FbgAt 30.0 36.0 420 60.00 7200 84.00 Pos Neu Pos Nag Pos Nog 80.0 55.1 55.1 482 48.2 43.4 43.4 CHARTa3 Num bar of anchor lou Uons repu(rod Frame SUMO Panel and mo WidthToLalFradth (i1) Haig fu 30.0 36.0 420 48.0 In 60.0 720 84.0 98.0 H&S I Jamb I H&S I Jamb H&S Jamb H65 I Jamb 90.0 4 5 I 5 5 6 1 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F.A 08-00498 I NTS 0`TE 02/23/09 -2 OF 10 L A08EATO LOMAS P.E. 1432 WOODFORD AD LEWISVILLE, NC 2:023 43440-009 fqwn226wbM&Sw.cam SIGNED: 06/20aO 17 5 0 rr/// C E 11,9 257• t TAT: OF : Zct:zr ZOR10": Luis R. Lomas P.E. FL No.: 62514 96• MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17- 6' MAX MAX r _ O.C. I 6' MAX I 17- MAX O.C. MAX FRAME HEIGHT 6• MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATNG SEE CHART #4 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED 6' MAX SEE CHARTS /1 AND 02 SHEET2 FOR OTHER UNITS RATNIGS NOTES: 1. MAXIMUM PANEL SIZE: 4E 11r x 79' 2. MAXIMUM D.L.O.: 44 W x 74 51r HARDWARE SCHEDULE O) FLAT MOUNTED HANDLE SET (PART 299-04.145) LOCATED 3e 9(4- ON CENTER FROM PANEL BOTTOM 3. 1 (1) METALLIC TANDEM ROLLERS (PART C99-17-195) AT EACH END OF PANEL BOTTOM RA., S FtrV ocscRv om CATE' APPROVED ADDED CHARTS 03/05/12 R.L. 8 REVISED PER HEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DEtAIIS 06/20/17 R.L. CHAR Tf4 Numb-olandWl—dw ro0Wr4d Framo VIO Rural aw Tow UN Wdih (In) MWMI M) 70.0 36.0 1 420 4.0 60.0 no 1 84.0 0S0 HAS lamb HaS I bmb HLS Jamb NtS Jamb AD 4 1 5 5 5 6 5 1 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80` NON -REINFORCED FIN ELEVATION DKWM 01YG N0. F.A. 08-00498 SCALE NTS DATE 02/23/09 SKEET3 OF 10 L ROSERTO LOMAS P.E 1477 WOODFORD RO LEMSVIUE. NC 27027 434-6W-0609 n:onus xromsspu.aom SIGNED: 06a012017 R ! IC O4r 7=9 T;Ai QF-_Z: ip F A ORIOP • LuI3 R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEQMENT BY OTHERS 1/4- MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR II II II II INTERIOR f/10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: f. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM El f 12 1 3/8' MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT MIN. STANCE RLV190R5 DESCRPI10N DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEw TESTING 10/29/13 R.L. ADDED FLANGE AND FW INSTAL ATiONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLADON DETAILS 06/20/17 1 R.L. ' 1/4• MAX. FSHIM SPACE INTERIOR k_ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCX INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAVR: arc No. F.A.08-00498 c" NTS 0A1` 02/23/09 52 4 OF 10 L. ROSERrO LOMAS P.E. 14V WOODFORD RD LEWISVU LE AIC JOZJ 434- M&CM rawrw Nortusyr.cum SIGNED: 0612012017 tl fllLr0// i O,E6 N 6F94p TAT SEOF o FS aR10•G S,DMA1iEa\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN, EDGE DISTANCE 1 /4' MAX. SHIM SPACE SMS OR DRILLING N vr7 ILL TO BE SET IN BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 1/2' Mll EDGE DISTf I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV DESCroaraN DATE APPRaym A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS oRm t on NIL F.A. 08-00498 suLE NTS a"TE 02/23/09 —5 OF 10 L R06ER110 LOWS P.E. I4V WOODFORD RD LEWISVXLE. NC 2TOJ 434-666-0609 .COM SIGNED: 0612012017 lk to CENSF;9iP 0„6¢51 1t 0TrA T1FE OF i cA`' A.ZORIDt • rjs/ONAL0\G`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. Rlv 0E5CFWyfQN DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L. i " C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L n : • 1 1/4' MIN. a. EMBEDMENT D REVISED INSTALLATION DETAILS 07/30/15 R.L CONCRETE/ a• EMBEDMENT E REVISED INSTALLATION DETAILS 1 06/20/17 1 R.L. MASONRY 1/4' MAX' BY OTHERS r SHIM SPACE OPTIONAL 1X BUCK T MAX. 1/4" j TO BE 1' a I SHIM SPACE PROPERLY MIN. INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCON k I. 3' MIN I LlEXTERIORINTERIORSEPARATION hi SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16" TAPCON 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ CONCRETE JAMB INSTALLATION DETAILOPTIONALBUCK CONCRETE MASONRY INSTALLATIONTO8EPROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 1/4' MIN. NOTES: e- EMBEDMENT 1. INTERIOR AND EXTERIORFINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE I DESIGNED IN ACCORDANCE WITH ASTM E2112 2 7/8" MIN 1- SIGNED: 0612012017 MIN. MI WINDOWS AND DOORJE ititll11//1 SEPARATIONEOCEDISTANCER.• L p 650WESTMARKETSTR`5 cRATz. PA t 7030•c E N SF ?,T+% VERTICALCROSSSECTIONCONCRETE4MSONRYINSTALLATION SERIES 420 SGD—*• 0&&5 *= X 80' NON—REINFO 6 FRAME FRAMEINSTALLATION DETp0•• TAT OF ORWK IMc No.F. A. 08-004C3 WALE NTS 011L 02/23/09 —LROBERTOLOMwASP. E.LUiS 7432 WO ODFORD RD LEWISVR.LE. AfL R. Lomos P.E. 4S+- 668.0 o9 19=2 Nbnu*W No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW 00 FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. JI EMBEDMENT 1 /4' MAX. SHIM SPACE EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKWSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 110 WOOD SCREW 1 3/8' MIN EMBEDMENT T- 1 /2' MIN. EDGE DISTANCE y10 WOOD — INTERIOR SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 1 /4' MAX. SHIM SPACE REMMOKS OCXRSPT" DATE Anoaaco ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLMtCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS DPAW DK No. F.A. 08-00498 W-4LZ NTS I 0"TE 02/23/09 s'w7 OF 10 L RGWRTO LOMAS RE I-LV WOODFORD RD LEWISVILLE. NC 27= 434-688.0609 M+.00. SIGNED: 0612012017 IC/0,,,,, GENSE'9' 4TAf051 *_ F;k,:Z PE`•OR101'• Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE T . 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN L BED OF k,PPROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE REVS*NS DESCRIPIgN DATE I APPROVEJ) ADDED CHARTS 03/05/12 R.L. REVLSEO PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG N0. F.A. 08-00498 WALE NTS — 02/23/09 —8 OF 10 L R08ERTO LOHAS P.E. 1112 WOODFORD RD LEN?SVIUE. NC z7m U.-eMacos 'JzwMq@w3. sp can SIGNED: 0612012017 J\ S R I to G E V g; TAT q.P 0 51 •1t= 1 FS; 1Il NAi1EN Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET i 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2• MIN I' MIN. SEPARATION EDGE DISTANCE e.. 1 1/4• MIN. EMBEDMENT 1/4' MAX• SHIM SPACE EXTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETE%MASONRY INSTALLATION 3/16• TAPCON INTERIOR 1/4' MIN. EMBEDMENT 1 I REVeSIONS DESCROnION WTE APPROVED APPROVADDED CHARTS 03/05/12 R-L rCDREVISEDPERNEWTESTING10/29/13 R.L. ADDED FLANGEAND FW INSTAL.IATEONS 12/06/13 R.L.REVISED INSTALLATION DETAILS R.L.07/30/15 R.1 REVISED INSTALLATION DETAILS 06/20/17 R.L. MIN. EOCE 1/ 4` MAX. SHIM SPACE I INTERIOR DISTANCE o MIN I SEPARATION 3/ 16' TAPCON SILL TO BE SET IN EXTERIOR A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEJMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, T NOT SHOKW FOR CLARITY. 1 1/ 4' MIN, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE p, EMBEDMENT DESIGNED IN ACCORDANCE WRH ASTM E2112 SIGNED: 0& 2012017 MI WINDOWS AND DOORS LLC 650 MARKETSTREET J S ?'. O i 1' MIN, GRASZ.PA17030 fir,\GeNs.9 j+ EDGE DISTANCE SERIES 420 SGO a 61 96" X 8NON— REINFORCED M•TAT FLANGE INSTALLATION DETAILSOF1ttCcaAwlc Owc NoREv F• l0 R10; • : S/Sj NAL1E\G\ 08 SCALE E NTS 02/23/ 09 9'¢ T98 OF 10 L ROBERTO LOMAS P.E. 1432IV000FORORDLEW(SNLLEAC27023 LUI3 R. LOTOS P.E. as 43.84M-0609 r6orwQlrm asPrrornFL NO WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16• MIN EDGE DISTANCE 1/4- MAX SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR2XSUCK WSTALLA77ON METAL STRUCTURE , BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4• MIN. g8 WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/ 4" MAX HOOK STRIP --- 7/ 16• MIN EDGE DISTANCE EXTERIOR 1/ 2• MIN. EDGE DISTANCE R[ V SWhS oC5CR7F1oN DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAILS 07/30/1S R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L. 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS HOOK STRIP ---- L SHIM SPACE 110 SELF DRILLING 5f[ SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2' MIN. EDGE DISTANCE 1 3/8• MIN. INTERIOR EMBEDMENT HOOK STRIP \ SCR WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING n 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/ 16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/ CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON—REINFORCEO FIN AND HOOK INSTALLATION DETAILS ORArN: ore No F. A. 1 08-00498 sc' NTS I DATE 02/23/09 Se¢FT 10 OF 10 L ROHERrO LOLKS F.E. 1432 WOODFORD RD LEW/SVXLE, NC 27023 434daa- 009 monus@&kwwsW.rnn SIGNED: 0612012017 Wlftfj1j i,/ G E N T' 0„ 6251 0 67c- TA CTlIrrE0 F- W Rcv ' ic s ZOR10r G EzONAiLE\\`\ Luis R. Lomas P.E. FL No.: 62514 RLVI90NS REV DCSCRIFDON DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. NOTES: B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C REVISED INSTALLAnON DETAILS 06/27/17 RLREQUIREMENTSOFTHEFLORIDABUILDINGCODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF Ca0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM SIGNED: 0612112017 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX. XIP, PIX MI WINDOWS AND DOORS LLC 11tIIrrlAr 650 WEST T2.MARKETPA STREET ,`\J\5 R' 10A 9EMSF.s+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER • *0 61 * = 96' X 96' TABLE OF CONTENTS NOTES pO,• TAT OF SHEET N0. DESCRIPTION y ccs:-c OR10; G 08-02249 C 1 NOTES s uc N75 ?" t0/30/13 51 Tt OF 10 s/101NA 102 - 3 ELEVATIONS L ROBERTO LOA"S P.E. 4 - 10 INSTALLATION DETAILS 1432R1000FORDRDLEWIBYILLE,IVC27023 Luis R. Lomas P.E. 434-W-0609 nwmV*Awut PP.ew FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 6' MA)( 17 MAX r ( r D.C. 6" MAX 6' MAX L 17• MAX O.C. 96' T- MAX FRAME HEIGHT L_ 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f35.OPSF NONE SEE CHARTS s1 AND /2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 1/21 x 95• 2. MAXIMUM D.L.O.: 44 59' x 90 3i8' HARDWARE SCHEDULE I FLAT MOUNTED HANDLE SET (99-04-145) AT 3B 314• ON CENTER FROM PANEL BOTTOM I METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTO.>t RAILS UMINUM 6063-TB REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART 1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. CFc unTG o cuccr . Design pressure chart (ps0 Franc Shpb Panel m,d Total Fran* V d01(h) M301 30.0 36.0 1 420 4A0 h) 60.00 7200 1 84.00 96.00 Pos I Hop Pos Hop Pos moo Pos Np 84.0 40.0 Se.a 40.0 50.9 40.0 a5.7 a0.0 a20 Sao 40.0 55.2 40.0 48.0 40.0 43.0 39.4 39.4 920 40.0 52a a0.0 a5A 40.0 a0.6 37.1 37.1 96.0 40.0 a9.e 40.0 43.1 33.4 3e.a 35.0 35.0 CHART K2 WHERE WA TER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure Chan (pso Fmrre SIn9b PWIW and ToW Frans WcT(h) 1`14m 2010 no 420 1 46.0 h) 60.00 7200 e4,00 9600 Pos I Nap Pos Nay Pos Mop Pos Hop a4.0 56.4 5&a 50.9 50.9 45.7 45.7 42.0 420 S&O 552 55.2 46.0 48.0 43.0 43.0 39.4 39.4 920 52.4 52.4 4S.a 45 A 40.6 1 40.6 37.1 37.1 9Q0 49.e 49.0 a3.1 a3.1 38.4 1 38.4 35.0 35.0 CHARTAM NumDaroranChorlocatlonsrapulrod Frarro Say* Panel and ToW Fran* WI= (11) pftk 30LO 36.0 4 1 , 48.0 h) 60.0 720 e4A 1 96.0 Nis Jamb S I Jamb N4S Jamb HdS Jamb 0 4 6 5 1 6 6 6 9&0 4 6 S 6 6 6 920 4 e S 6 6 6 g66980465666 RcvrKX4 DESCRPnom DATE I APPWIM ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R,L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V•L I08-02249 SCALE NTS DALE 10/30/13 571EET2 OF 10 L ROSEATO LOUA•S P.E. IAW WOODFORD RD LEWISVILLE, NC 27023 a3ay64y609 imrna,Qo-gmasP.san SIGNED: 06/21/201 7 SFa9it% TIE • 0,,6 251 yt = TTA Y OF cF'' c OR10P• 2 ONA 11EaG\ Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX I- 11T• I O.C. 117" MAX o.C. 96" T— MAX FRAME HEIGHT 6" MAX 6" MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING rMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS #f AND 02 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 35 314- ON CENTER FROM PANEL BOTTOM METALUC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS UMNUM 6063-TS REINFORCEMENT (668) AT ALL PANEL INTERLOCKS f¢v I DESC` RL-nOm Dac APPRWED A ADDED FLANGE AND FlN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 0r!/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE: 48 112-x 95' 2. MAXIMUM D.L.O.: 44 W x 905,r CHART OJ Numbor o/anchor 10CA dons required Frawo SInOb Panol and Total Una Width (in) Hoag h) 30.0 X0 420 48.0 6, 0 720 U0 96.0 H6S I Jamb I 149E Ijimb HLS Jimb H6S Jomb 84.0 4 6 5 6 6 6 6 6 S&O 4 6 S 6 6 6 B 6' 920 4 6 5 6 6 6 6 6 90.0 4 6 5 6 6 6 6 6 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 1111)Ifu/ 650 WEST MPAK17030REET J o 9s. GRATZ, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" 5cotx F• FIN ELEVATION O xwn: L 08-02249 C ALE NTS DAB 10/30/13 -DD 3 OF 10 js ONAI E G\ 1111111 V ' L ROOERTO LOMAS P.E. fan WOODFORD RD LEVASVILLE. NC 27023 Luis R. Lomas P.E. 434- ."n rA"jA?khmasp"" FL No.: 62514 1/2' MIN. I EDGE DISTANCE I WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM g10 WOOD SPACE SCREW g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 41N. LUUL upTANCE REVISONS RE Dcsa4vnoN an AaPROV(D A ADDEO FLANGE AND nN INSTALLATION 12/10/13 R.L B REVISED INSTALIAnOhl DETALS OD/03/15 R.L C REVISED 1N37ALLATION DETAILS 06/21/17 R.L 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE T— INTERIOR 1/2" MIN. EDGE DISTANCE Fil n ff10 WOOD — SCREW EXTE w0o0 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR2X BUCK INSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC tllttrrlll 650 WEST MARKET STREET L OY iGRATZ. PA 17030 F- SERIES 420 SGD REINFORCED WITHOUT ADAPTER ii *• 0. 6251 1t 9TA X 9OFRAMEINSTALLATION DETAILS rro j1 TAT OF aurlcV-L arc No. aLv PFS.' c[ OR10t G? Za C S ONAN7S °"TE 10/30/13 jsft08T49 OF 10 11E\ L ROBERTO LOMAS P.E. 14= WOODFORD RO LEK7SV2LE. NC 27021 Luis R. Lomas P.E. 4a+ 4ee4w FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4' MAX. r SHIM SPACE 10 SMS OR SELF DRILUNG SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRUCTURE wsTALLA77ON NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 l-- 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. r SHIM SPACE RL,_gooa DESCR L-MM OAfE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATKN DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 01111111I//// 650 WEST MARKET STREET J S!;'-LOA,i GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER v F- 1k• 0,,6251 * = 9X 9 FRAME INSTALLATION LLATIOONDETAILS q0 TAT OF O ORAwm arc r+o. REV V. L soLa o rc 08 C i/7S NAL EN`` 02249NTS 10/30/13 5 OF 10 1111111/ L AOWRTO LOMAS P.E. Ian WOODFORD RD LEs"SVILLE, NC 27022 Luls R. Lomas P.E. 436438. DC49 ,Romas®ttinum,.mm FL No.: 6251A 1 1/2- MIN 1• MIN. SEPARATION EDGE DISTANCE rEl Q.: .. , n 1 1/4' MIN. a EMBEDMENT CONCRETE/ a' ' MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16' TAPCON 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR 2 7/8" MIN SEPARATION VERTICAL CROSS SECTION CONCRETEAASONRY INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT T a. 1 1/4- MIN. EMBEDMENT 1' MIN. EDGE DISTANCE REWSONS REV DCSCRPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION OETALLS 06/21/17 R.L. 1 1/4• MIN, EMBEDMENT SHIM SPACE EDGE MI 1 ram =t• INTERIOR 3/16' TAPCON EXTERIOR " CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK CONCRETEvASONRY INSTALLATION 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/2I /2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET J S P, LO YAi iGRATZ. PA 17030 GENSF9S SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER FRAME INSTALLATION DETAILS SOD TAT OF z FC • V.L. DWG NO. 08 REV i'n hF•..0R70,•' SjsjONAl1E G`\ C scvc NTS °`TE 10/30-- 13 69 OF 10 L ROBERTO LOMA,S P.E. 1432 WOODFORD RD LEWISVJLLE. NO 023 Luis R. Lomas P.E. 434-M-OM x0nUSGwbM2'pv tom FL No.: 62574 1/2' MIN. EDCE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK ! EMBEDMENT BY OTHERS I 1/4" MAX, SHIM SPACE I10 WOOD SCREWS EXTERIOR LJJ U INTERIOR RO BE SET IN OF VEO SEALANT 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REV DESCRPMN DiaTE APPROVM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L 101 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC plllI11/I, 650 WEST MARKET STREET J S R• to //ice• GRATZ, PA 17030 G E NS- SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1k• 0 57 * FLANGE INSTALLATION DETAILS 7" o 0. 7AT OF DRAW* 0>r0 N0. A` V,L. OB-02249 RN C icL`s,'R10T:•G'` s10tVAll,\\\\ uuc NTS °"' 10/30/13 7 OF 10 L ROSERTO LOA"S P.E. 14-V WOMFOAO RD LEwISVRI.E Nc 270.3 Luis R. Lomas P.E. 434•6e$409 rmrtQSv*w,&npo.c0m FL No.: 62514 1/2" MIN. EDGE DISTANCE r METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2'" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4' MAX. SHIM SPACE I 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV DESCRLMON DATE APPROVm A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS CRUM Dr NQ R V.L. 08-02249 W4LE NTS °ATE 10/30/13 S'w8 OF 10 L. ROBERTO LOMASPE. 1432 WOODFORD RD LEWISVLLLE. NC 27= 434-M-0609 vwnas@&wnaspd.c= SIGNED: 0612112017 ILI0 D„61261 ••*' TTAeAT cE OF t7 s 4OR10; •G\ fill DNA \ Luis R. Lomas P.E. FL No.: 62514 1 1'/2- MIN. 1" MIN. REVISIONS SEPARATION EDGE DISTANCE FL; D6pppTON DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. e.. ' B REVISED NSTALLA710H DETAILS 08/03/15 R.L. 1 1/4' MIN. C REVISED INSTALLATION DETAILS O6/21/77 R.L. EMBEDMENTCONCRETE/ MASONRt . ° • I _ 1 1/4" MIN. BY OTHERS 1/4" MAX. EMBEDMENT SHIM SPACE OPTIONAL 1X BUCK TO BE T— _ 1/4" MAX. PROPERLY t. ;, I SHIM SPACE SECURED MIN.INTERIOR SEE NOTE 3 EDGESHEETt _ DISTANCE v 3/16" TAPCON Fi 11 v, 3. EXTERIOR INTERIOR MIN. 'FMSEPARATION v SILL TO BE SET IN v A BED OF 3/16" TAPCON - 3/16" TAPCON APPROVED SEALANT . EXTERIOR CONCRETE/MOTHERS JAMB INSTALLATION DETAILBYOTHERS MASONRY/ CONCRETEIAASONRY UVSTALLATIONCONCRETEOPTIONAL1XBUCK BY OTHERS TO BE PROPERLYA - SECURED SEE NOTE 3 SHEET t r NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a 1 1/4 MIN. NOT SHOWN FOR CLARITY. e ' •' EMBEDMENT 2.PERraETERAND JOINT SEALANT BYOTHERS ToBE DESIGNED IN ACCORDANCE WITH ASTME2112 SIGNED: 0&21/ 2017 2 7/8- MIN, 1" MIN. MI WINDOWS AND DOORS LLC SEPARATION EDGE DISTANCE 650 WEST MARKET STREET \ J 5 0 VERTICAL CROSS SECTION GRATZ, PA 17030 \ ,• •O E N S -1 cONCRFTEnuASDNRYINS TALUTION 16, SERIES 420 SGD REINFORCED WITHOUT ADAPTER Tk- 96" X 96' = 0 61 ttr ` FLANGE INSTALLATION DETAILS JO• - ° a TATE OF O. • I](MM'1C tMN0. 08-02249 RN iwc` S,=c 0R10t; SCAU NTS On 10/ 30/13 9 OF 10 C ,//SI/OI A 1\`` L ROBERTO LOMAS P. E. 1U2 WOODFORD RD LEWISVILLE, NC27027 Luis R. Lomas P.E. UU•Odl)-o609 iaarus®# SW a X" FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN Is WOOD SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE , JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4' MIN. g8 WOOD EMBEDMENT SCREW WOOD FRAMING 1 BY OTHERSi1/4" MAX. SHIM SPACE 7/16" MIN F EDGE DISTANCE r-- — EXTERIOR I I I f I I I I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9• INTERIOR TRIM REVISIONS RN DESCFdFTM DATE APPROVO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETALS 06/21/17 R.L. 1 5/8' MIN, EDGE DIST. A TRIM A INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS HOOK STRIP IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY,,CONCRETE 1/2" MIN. EDGE METAL STRUCTURE BY OTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM INTERIOR 1 3/8" MIN. EMBEDMENT HOOK STRIP HOOK STRIP 10 SELF DRILLING SCREW S10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2K BUCK4VOOD FRAMING SIGNED: O6121/2017 MI WINDOWS AND DOORS LLC 650 MARKET t11111rr/1/j TZ.PA J\S\EHS SERIES 420 SGD REINFORCED WITHOUT ADAPTER*- 0 61 * 96' X 96' NAIIFIN Ec HOOK IMSTAlUTION DETAILS 7D oTATOFNOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, DRAM; DIG NO. ' j F'F OR1aP'\ NOTSHOWNFORCLARITY 2. PERIMETER 08-02249 C sAS ONA1. AND JOWT SEALANT BY OTHERS TO BE SC" NTS ATE 10/30/13 R10 OF 10DESIGNEDINACCORDANCEWITHASTME2112 11111111 L ROBERTO LOMAS P.E. IJW 14000FORD RD LEVMSVKLF. ACT70M Luls R. Lomas P.E. 4344w-OW9 nmms®mdusP..m FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XlX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION avlslora DESCfEPn0N OATE I PPMWM A ADDED C141RTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. ' 0 REVISED WSTAUATION DETAILS 08/OS/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 L111111rrrAA, 5 R. Lp i VGElYS 9f. 0 51 TtSERIES430SGD 1 a3" x 80" NON REINFORCED Y NOTES 9 TAT OF ` iiiOFd' 'c(p RIOT; G?xjaRAmaowcNo. NLv F.A. OS-00 502 E iS pNA 11 1` Luis R. Lomas P.E. f L N 6251 ouENTS 02/23/09 1 OF 9 LRMERTOLOMA8PE. r.,1¢ W000FORD RD LEWISVILLE, NC 2M23 4JJd18OW9 rlbmasQaoamaw.•com o.: a 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6- 17 MAX I- J O.C. 6' MAX I 6' MAX L 17' MAX 80' O.C. MAX RAME T- 6' MAX I X C X SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS 91 AND It FOR OTHER UNITS RATLNGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1? x 79• 2. MAXIMUM D.LO.: 44 3(4• x 74 &V' HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3/4• FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS rtEr DLSCMT" DATE PPRDVI9 A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L E REV1SEO INSTALLATION DETAILS 06/22/17 R.L. CHARTer WHERE WATER INFILTRATION RESISTANCES REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frarna Height in) Single Panel and Total Frame Width (in) 30.0 36.0 42.0 47.7 90.00 10&00 126.00 143.00 Pas Nog PCs Nog Pas Nog as I Neg 80.0 40.0 1 54.9 40.0 48.0 40.0 43.2 40.0 a0.0 CHART n WHERE WATER INFILTRATION RESISTANCE /S NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frame Height in) Single Panel and Total Frame Width (in) 30.0 36.0 420 47.7 90.00 10&00 126.00 143.00 Pos Nog Pas Nog Pas I Nog 703 Nog 80.0 54.9 54.9 4a.0 480 43-2 43.2 40.0 40.0 CHART e9 Number ofanchor locations required Frame Height in) Single Panel and Total Frame Width (in) 30. 0 36.0 42.0 47.7 90. 0 10&0 126.0 143.0 HdS Jamb Nd5 JomD N6S Jamb H6S I lamb 80. 0 6 5 7 1 5 a 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED ELEVATION F. A. 1 08-00502 sc" x NTS ID^Tr 02/23/09 -2 OF 9 L ROWATO LOU" P.E. 1422 WOOOFORD RD LEWISV4.LE NC 270^J' 4. 14-6c7-009 bortusphlanuPr com SIGNED: 0612212017 ICIOA, r ,, 6NZ61 •: ST( ATrE OF ccMot Luis R. Lamas P.E. FL No.: 6251 A WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW j/10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II I rl 1/2" MIN, EDGE DISTANCE 1 3/8' MIN. 1/4' MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE INTERIOR 1/2' MIN.' _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 #10 WOOD 1 3/8' MIN. SCREW EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4 MAX. SHIM SPACE REVL90NS OCSCFVWN DATE APPROVED ADDED CHARTS 03/08/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR EXTERIOR M -N[::: .. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DR-Wt O C N0. F.A. 08-00502 E NTS I DATE 02/23/09 sNEE13 OF 9 L ROBERTO LOMtS P.E. 1A72 WOOOFORD RO LEWISVILLE. NC 27027 43448DO609 fgoff kwm SIGNED: 0612212017 Ik I to 0 R O 4T PF COR10P• '' i/ 6/js/ONA11%0G\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS I10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1 1/2DIS• MIN EDGE TANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1/4• MAX. SHIM SPACE dS OR RILLING L TO BE SET IN BED OF APPROVED V.ANT 1/4" MAX. r SHIM SPACE I 1/2• MIN. EDGE DISTANCE 910 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS EXTERIOR RNSgNS DQCRwMN OATE APPROVID ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALIATION OE ALLS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. MPAK17030REET 11111Irrry J\ E of SERIES 430 SGD ilr• 0 6251143" x =_ 8 NON REINFORCED FRAMExSFRAMEINSTALLATIONDETAILSDO•• TAT OF o' S t om` DRAM: Dwc No. RLv t••'c(0R10T;• F. A. 08-00007502 aTE NTS02/23/09 4 OF 9 L ROBERTO LOWS P.E. 1432 WOODFORD RD LEMSVLLLE NC 27027 LUIS R. Lomas P.E. 49. i6660609 rloma bnwp.w. FL NO.: 62514 1 1/2- MIN. 1' MIN, RLY OE$CfiPnON 0 n APPROVEDSEPARATIONEDGEDISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. a. °• • 1 1/4' MIN. 1 1/4' MIN. C ADDED FLANGE INSTALL•,TIONS 12/06/13 R.L. e •• EMBEDMENT EMBEDMENT 1/4' MAX D REVISED INSTALLATION DETAILS 08/05/15 R.L. CONCRETE/ • °' I SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. MASONRY —i _ BY OTHERS 1. OPTIONAL MIN. IX BUCK EDGE o TO BE DISTANCE • .' INTERIOR PROPERLY _ I- 3' aSECURED1/4 MAX. SEE NOTE 3 SHIM SPACE ,. SHEET t l 1 3/16" TAPCON MIN. SEPARATION EXTERIOR INTERIOR •:a 3/16' TAPCON rfnER/0 SILL TO BE SET IN R A BED F APPROVED y JAMB INSTALLATION DETAIL 3/16' TAPCON CONCRETE/MASONRY OPTIONAL IX BUCK CONCRETE/MASONRYINSTALLATION BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ I 0 CONCRETE a, IBYOTHERS . NOTES: 1 1/4' MIN. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. e' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612WO 17 2 7/8' MIN. 1- MIN. SEPARATION EDGE DISTANCE MI WINDOWS WSS AND RE DDOORS LLC 650MARKET s RI!IL10 VERTICAL CROSS SECTION GRATZ, PA 17030 F CONCRETE/A(ASONRYINSTALLATION SERIES 430 SGD -*• 0 51 x- 143" x 80` NON REINFORCES = oFRAMEINSTALLATIONDETAILS J- TAT8 OF a` 1D•• TAT OF E uRArx Dwc no. REV F•'clOR10P• F.A. 08-00502 E 1/, pr7ONAI LNG`\ soot NTS WE 02/23/09 —5 OF 9 ///I11111111\\ L ROBERTO LOA"S P.E. Luis R. Lomas P.E. I+JL'V-D DFORDRDLEW)SV2LE.NCnOYJ 434-688.060 FL NO.: 62514rncrosrIrgmasy,,.com WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2• MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4- MAX. SHIM SPACE EXTERIOR 11 II 11 11 11. 11 INTERIOR I— — —ll VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN. DENT 1 3/8• MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX, r SHIM SPACE REMSV6 RN DLCJOPROR DATE APPRDKD A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS LIRAYM DVC RO, F.A. 08-00502 scuc NTS I DATE 02/23/09 "T 6 OF 9 L ROBERTO LQUAtS P.F. I4YS WOODFORD AD LEWISVILLE, AC 270'J' 434-688.OW9 rswras®blmurPv com SIGNED: M6J22/2017 0 OENSF9s ZX51• TAT OF O. RN :. o.OR10P• ?: E 11iSS;OfVA Luis R. Lomas P.E. FL No.: 62514 1/2' MIN, METAL _ EDGE DISTANCE I STRUCTURE BY OTHERS 1/4' MAX, 11 --- 6— L SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED LLANT 10 SMS SELF DRILI SC' METAL STRUCTURE BY OTHERS 1 /2' MIN. EDGE- DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX, r SHIM SPACE REV OCSCRI)MO+ DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRWM ONG R0. F.A. 08-00502 AU NTS I DATC 02/23/09 ISM7 OF 9 L ROBERTO L06W P E. 14= WOODFORD RD LEWISMLE. NC 27022 474.4TS0609 ieortus0kb uapac= SIGNED: 06/2Z2017 CENSFgs1 STATE OF Lcr O . 4, F' OR10P • N js1/1111NA 11EOG` Luis R. Lomas P.E.. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a '. a• 1 1/4' MIN, EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 1/4" MAX SHIM SPACESHEET1 3/16' TAPCON EXTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE o DISTANCE 3" MIN. SEPARATION c ' ' •. 3/16" TAPCON 3/16" TAPCON ' SILL TO BE SET IN A BED OF APPROVED SEALANT , CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS 3 -- r 1 1/4" MIN. EMBEDMENT INTERIOR 2 7/8" MIN. -• 1 r 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETSU4SONRY INSTALLATION 1/4' MAX. SHIM SPACE 1 EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REV19ON5 REV DCSCRWi om DATE APPROVC0 A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/OD/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030• SERIES 430 SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWO ND. r 08-00502 TS DATE 02/23/09 —8 OF 9 L ROHERTOLONASP.E. 1L32 WOODFORD RD LEWISVILLE. NC 27023 Aa.esa•ocos momu®muluspn SIGNED: 06/2212017 OENSFgJ' 0„ 6PO4F"W, 4uTAT ZZ O \ i.A•',. p,• . OR0 LuI3 R. Lomas P.E. FL No.: 62514 RLVIS&G RN OMM-IION DATE APPROVED A ADDED CHARTS 03/08/12 R.L- 8 REVISED PER NEW TESTING 10/15/13 R.L. 1 5/8` MIN. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. EDGE DIST. - 0 RVASEO INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETADS 06/22/17 R.L. TRIM d d 1 1/4 MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED METAL STRUCTURE 1/2 MIN. EDGE DISTANCE 3/16` BY OTHERS TAPCON TRIM EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP SELF DRILLING SCREWSCR PANEL 1/2` MIN. EXTERIOR INTERLOCK r--TEDCE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8` MIN. EMBEDMENT NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. HOOK STRIP NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 10 WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW SIGNED: 06122,2017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC u1111111, HOOK STRIP INSTALLATION 650 WEST MARKET STREET N, R' L 04 ice 2X BUCKANOOD FRAMING GRATZ, PA 17030 N p E i SERIES 430 SGD 1 x 8NON REINFORCED HOOK INSTALLATION DETAILS tt• F I • TAT OF__ Cc DRAW. ND. - REV O''' CC O R IOP• F. A. 08-00502 suuE E '// Ss10NAt NTS — 02/23/09 —9 OF 9 0/111111/0 IlaLROBERTOLOMASSP.E. 1a771Y000FORDROLEWISVU. LE.NCP7O2O Luis R. Lomas P.E. U+ 6d0.OW9 's.=500=3 .com FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA: BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONS1131LITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS, 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM EI300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS R 0 IR D FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 8EARINC SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4', 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION, RESISTANCE. OVERHANG RATIO o OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18G& 33KS1 OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REVISIONS REV DESWPMN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESRNG 10/15/13 R.L C ADDED FLANCE INSTAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06122/2017 MI WINDOWS AND DOORS LLC 11+Ii1rrrr 650 WEST MARKET STREET 5 R' 0 GRATZ. PA 17030 t. fla 51 * — a://,` SERIES 430/440 XIX SGD 143' x 96' REINFORCED NOTES 1Q : TA7 OF i c`'F(ORlOI- `4\-z rjSjONA `1ENG` Luis R. Lomas P.E. DRAWN: Dwa ND. 08 03 Rev E ICA14 NTS ° n 02/23/09 sNrtr OF 9 L RDBERD LEWISVV-E. 1432 wODOFORD RD L£WISYA,EE. AC Z70_7 a+r08.409 mmus o-io NOP.,o, FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX MAX rD.C. 6- MAX B MAX I L 17 MAX O.C. 96" T- MAX FRAME HEIGHT 6' MAX i SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE., 48 112" x 95' 2. MAXIMUM D.LO.:44314•x905B• HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04.145) AT 37 3t4• ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAAS ALU14NUM 6063-TS REINFORCEMENT (W), AT ALL PANEL INTERLOCKS ALUMNUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK OEScRpnom A I ADDED CHARTS B REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHARTOI E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHFFT 1 Design pressure chart (pso Flwv HCnl Shale Panel and Taal Franc W4an n) J0.0 J6.0 1 420 q,7 h) 90.00 10a00 12a00 1 14.100 Pas N49 POs Nap I Paz I N4p I Poi I Noy 60.0 40.0 57.9 40.0 52.0 40.0 48.0 e0.0 40.0 54.6 40.0 18 9 40.0 450mfto. 59.6 40N 51.7 40.0 46.1 40.0 47-3 56.6 40.0 t 48.0 1 40.0 f 43.7 40.0 40.0 CHART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE a CMFFT t Design pressure chart (pso Frame SNIC Pang aed Tory From WCth (M) Haight 30.0 3a0 1 420 47.7 in) 90.00 10a00 12a00 14100 Pas Hop Pas Mop Pos Hp Pas Nap U.0 60.0 60 0 57.9 57.9 52.0 1 52.0 1 48.0 1 48.0 U.0 60.0 fiD.0 54.8 54.6 48.9 4a9 45.0 45A 920 59.8 59.6 57.7 51.7 48.1 46.1 1 42.3 42,3 94.0 56.8 1 56.8 490 1 49.0 1 43.7 43.7 1 40.0 40 0 r_14A PT Numberofanchorlo donsr4pulro0 Frartq 5-00 Panm end ToW Rana W0 (1n) HobN 30.0 1 Ja0 420 Q.71in) 90.0 1 108.0 12a0 10 HAS I Jamb I Has Jamb NHS m JabN4:S Jamb 0 0 6 7 6 b 6 9 a a" 7 6 7 6 a 6 9 6 92. 0 7 a 7 6 a 8 g g 96. 0 7 a 7 6 8 6 g g Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED. ELEVATIONS F. A. 1 08-00503 sri4E NTS a''E 02/23/09 s"EET2 OF 9 L ROBERTO LOMAS P.E. 1432 WOOOFORD AO LEV,7SVR.LE, HC 27023 434- M-009 14prtysd0kie nas'Pa.r DATE APPROVED 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 08/ 05/15 R.L. 06/ 22/17 R.L. SIGNED: 0612212017 5 R IICI0 G E N S • 9J+' F• 0,, 6,251 •• *' TTA Y OF : r 0 ii Fs • R10* G?` ONAL1E` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW 30D FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAL.LA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MIN. BENT 1 3/8• MIN. EMBEDMENT 1 1/2• MIN. EDGE DISTANCE g10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS REVISION$ REV DESCMPlaN PATE AMOVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE 3 INTERIOR _ II ED] t IL JI t, EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWL 0¢ NO. F.A. 08-00503 snag NTS 01E 02/23/09 —3 OF 9 L ROBERTO LONAS P E. 1432 INOODFORD RD LEN?SvfLL& NC 27a27 SIGNED: 061222017 S 11 111`/ 07jJ/i pENS. S p TTAf OF Lu it`s:: , OR10; G` i s pNA11 N\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT701V NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W/TH ASTM E2112 1/4' MAX. SHIM SPACE I 1/2" MIN. AS OR EDGE DISTANCE RILLING R f10 SMS OR SELF DRILUNG SCREWS L TO BE SET IN 3ED OF APPROVED ANT METAL STRUCTURE BY OTHERS I IA' - REVISIONS REV DESCRFnON ATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCAIl NTS I DATE 02/23/09 —4 OF 9 L ROBERTO LOAKS P.E. 1432 W OOOFORD RD LEWISVILLE NC 27,0213 4j4< -OcO9 rR0=wkbM2Sw owI SIGNED: 06/22/2017 04f GENSF.•9J,i o SIX E OF • o i 0. ski` 40 R10P • vjSl/O.. 1\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION I EDGE DISTANCE I 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE I 3/16".TAPCON EXTERIOR Z.tYAKAIIVN VERTICAL CROSS SECTION CONCRETEW SONRY INSTALLATION INTERIOR 1 1/4" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPACE MIN. EDGE c DISTANCE 3" MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT • j . CONCRETE/MASONRY BY OTHERS F 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE EXTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLVLS*NS DCSCRPTION DATE APPIIWEDADDEDCHARTS03/06/12 R.L. rC REVISED PER NEW TESTING 10/15/13 R. LADDEDFIANCEINSTALLAT10;1S 12/06/13 R. LREVISEDINSTALLATIONDETAILS06/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L J JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: Y. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS 11L/o/,, LLC 650 WEST MARKET STREET 011RS •'. , GRATZ, PA 17030 9iP AGEN9 Mr• 0 51 # SERIES 430/440 X1X SGD 143" x REINFORCED FRAME INSTALLATION DETAILS A • $TAT OF O'C•'C[ODRAWN: DWG NO, RLV RioP• s/s NALIE G\ OB E uue NTS DATt 02/23/09 sHELT53 Of 9 L ROBERTO LOAKS P.E. 1432 WOOOFORD RD LEIMSMLE• NC 27027 LUI R. Lomas P.E. 434- 54609 rewus®40wsp,co- FL No.: 62514 1/2- MIN. EDGE DISTANCE 1 3/8• MIN. D FRAMING R 2X BUCK EMBEDMENT BY OTHERS 1/4. MAX. SHIM SPACE 910 WOOD r I" SCREW EXTERIOR II 11 11 II II 11 INTERIOR A t 0 D SILLEALANT TO RESET A BED OF AP ROIN VEDDOD FRAMING OR 2X BUCK BY OTHERS 1 3/8• MIN. EMBEDMENT 1/ 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINIS.,/ES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8• MIN. EMBEDMENT 7 -'- 1/ 2" MIN. EDGE DISTANCE d10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4' MAX, r SHIM SPACE REV DL'SIXdPT10N DATE APPROVED A ADDED CHARTS 03/06/12 R.L D REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DKMM. OWC Np, F. A. 08-00503 SCALE NTS D41E 02/23/09 SH-6 OF 9 L ROBERTO LOMAS P.E. I432 WOODFORD RD LEW7SVlLLE. AK' 27= 434- 683-0609 raamasanl—aspu cam SIGNED: 0612212017 G E NSF qiPG ylr.• 0.6251 • STA OF iF 0R10t• L/ rjsNALIE G`\ Luis R. Lomas P.E. FL No.: 6251 A METAL STRUCTURE BY OTHERS t x I btfl 110 SMS OR SELF DRILUNC SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4- MAX. SHIM SPACE OR LUNG IIy 1 CrIlLJl7 L TO BE SET IN BED OF PROVED SEALANT REWSOMS av OESCAW M DATE APP*WM A ADDED CNARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R. C ADDED FLANGE INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. r SHIM SPACE 1/2. MIN. EDGE INTERIOR DISTANCE 10 SMS OR F0] I aSELFDRILUNC SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW&, Ow0 NO. F.A. 08-00503 v-" NTS — 02/23/09 1 -EET7 OF 9 L R08ERT0 LOMAS P.E. 1432 WOODFORD RD LEWISVILLE MC 2T027 J3"ad.0609 10m12SO&bnaA01m SIGNED: 0612212017 Q= STTAATTIcE OF t ie-lp* f'ORLOt' Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS — _ _ 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK V/16' TO BE PROPERLY SECURED MAX• E NOTE 3 SPACE SHEET 1 TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS DGYAtfA I IUN VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RCAS 0 REV OFSCNPIWN DATE APPROVED A ADDED CMARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C D ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS 12/06/13 08/05/15 FILL R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. , JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY• 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE MTN ASTAI E21 /2 SIGNED: 0&2?J2017 MI WINWS AND DOORS650OWCESTMARKETSTREET LLC GRATZ, PA 17030 N \C. 11C10///' c 51 * = 1O_• TAT OF x 10 4Alf OF ` F•jPCpR10P• s10NA111E G` SERIES 430/"0 XIX SGD 143" I 96" REINFORCED FLANGE INSTALLATION DETAILS ORA»c owc Ro. 08JSKa83 Rcv E sous NTS "Tr 02/2S/09 OF 9 L RWERTO LOMAS P.E. IazwwavwE ooOFORVRocENcr,Dn 4J4. 6dsOW9 fRw s6oldnopv mm Luis R. Lomas P.E. FL No.: 6251a 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — 1 1/4• MIN. EMBEDMENT X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE - BY OTHERS TRIM —,, INTERIOR HOOK STRIP I" OEscRpnoN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE SELF ORILUNC SCRSCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METALSTRUCTURE INTERIOR TRIM A 11 3/8• MIN. EMBEDMENT HOOK STRIP Ig10 WOOD SCREW EXTERIOR `- PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAW: DA'c NO. F.A. 1 08-00503 scut NTS DAr[ 02/23/09 s'w9 OF 9 L ROMRTO LOMAS P.E. I442 WOODFORD RD LEWIS VILL£. NC 27022 434-688-OM r0omas6*bmjspv m SIGNED: 0612212017 N"J\5\G E ks 6¢51 • 0x- TATE OF 6c 0R10" S10NAL0\` Luis R. Lomas P.E. FL No.: 62514 J Professional Regulation K BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search db Product Approval USER: Public User kr rt.0 Product Approval Menu > Product or Aoollcation Search > Application Lls[ > Application Detail FL # Application Type Code Version Application Status Comments Archived FL9174-R12 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174 R12 Eouiv WD2017-001112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of Products Method 1 Option D O8/11/2017 01/02/2018 O1/02/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 lI 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed odf Impact Resistant: Yes FL9174 R12 II 324620 P16 lamb Connection Sum) signet nrlf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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. 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 Il 0229-318959-P9 S.odf FL9174 R12 II 307494 Pll Track Suoolement Chart sjgned.odf FL9174 R12 II 324620 P16 lamb Connection Sung sloned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installatlon Instructions Approved for use in HVHZ: No FL9174 R12 II 0230-318960-PIO S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 I'll Track Supplement Chart clnnarl pdf FL9174 R12 II 324620 P16 lamb Connection Suop signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installatlon Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 FL9174 R12 iI 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf 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 door. FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S.Ddf FL9174 R12 1I 307494 P11 Track Supplement Chart slpned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-137 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.Ddf FL9174 R12 II 319040 P1 Post [stall Instructions sipned.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp 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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 [I 324620 P16 Jamb Connection Supp sianed.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 Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart sloned.pdf FL9174 R12 II 324620 P16 Jamb Connection Stipp sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 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,ndf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed,ndf FL9174 R12 II 319040 P1 Post Istall Instructions signed.ndfImpactResistant: Yes FL9174 R12 I[ 324620 P16 Jamb Connection SURD sipned.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 II 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sianed.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection Supo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174,131E Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-135 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sinned pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned,odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No F0174 R12 H 0601-319027-P5 S,pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 lI 307494 P11 Track Suoolem nt hart signed odf FL9174 R12 iI 324620 P16 Jamb Connection SUDD sign d.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 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Limits of Use Installation Instructions 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 0602-319028-P6 S.Ddf FL9174 R12 II 307494 P11 Track Suopl ment Chart sign ri odf FL9174 R12 II 324620 P16 Jamb Connection Senn signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report FL 9174 PDF Created by Independent Third Party: Yes 9174.14 I5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.15 I5120/5140/6100/9100/9400/9600 0604 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: 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S odf FL9174 R12 II 307494 P11 Track Suoolem nt Chart signed odf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0604-319030-P6 S odf FL9174 R12 H 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 319040 P1 Post Istall Instructions signed pdf FL9174 R12 II 324620 P16 Jamb Connection Seipp cioned df 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 9174.16 5120/5140/6100/9100/9400/9600 0605 18' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 II 0605-319031-P5 Said FL9174 R12 II 307494 P11 Track Supplement Chart signed odf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-00IR2 Evaluation Report FL 9174 PDF Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 0606 18' Max width. 8' Max height. Max section height 24" Glazing available in top or Intermediate section. Limits of Use Installation Instructions 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- FL9174 R12 II 0606-319032-P7 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart slaned,odf FL9174 R12 II 319040 PI Post Istall Instructions signed odf FL9174 R12 II 324620 P16 Jamb Connection Supo signed pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Created by Independent Third Party: Yes Evaluation Reports door. FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.18 I5120/5140/6100/9100/9400/9600 0609 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: 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 fI 0609-319035-P6 S pdf FL9174 R12 lI 307494 P11 Track Supplement Chart signed odf F49174 R12 II 319040 PI Post Istall Instructions signed pdf FL9174 R12 II 324620 P16 Jamb Connection SuoD sianed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 lI 324620 P16 Jamb Connection Supo signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Back Nett Contact Us :: 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 20D7-2013 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 questlons, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: elhecl 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 Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope tIIII1// 11/ QptA D • Ty '% c rvsF" OQ. No. 46718 STATE OF O FCOMOP.• G 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. Il. 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 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 sf 25.90 / 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 318996-136 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation ; ` DEN• ' T off`'' ;G NSFtio ', c , y 39No. 46718 V`] STATE OF RIDN G\. ONAL 0N FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 Psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 \.\ Impact Rating No Yes No No Yes Table 1C — Doors under Evaluation A D'• .TNp' 718 STATE OF 10R P FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18'x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 Psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-135 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion GOR1Q .•• (j1. S/ ONA iZ z31'1 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. conclude that the construction shown comply with the structural requirements of the 5"' Edition 2014) and 6v' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 14 L17ZZ4 Gordon Thomas, P.E. FL PE # 46718 HOIF.S. 1. NON -IMPACT R994TANT GLAZING OPTION - .090' MNWNI SSB GLAZING IN MOLDED FRAMES SPEWED 13 CA NOR2 ANGLE - TOGETHER WITH A MINIMUM OF (1) /6.1' SCREWS OISTALLED IN TOP OR INTERMEDIATE SECTON (WITH OR VATHCUT DECORATIVE INSERTS) MEETS UNIFORM STATIC 13 CA FLAG ANCLE- DESIG! RESSU RES SHOWN ON T IS GRAVING. GLAZING SMALL HAVE A MAIDMIM FE041 OF 13.75' AND A MAXIMUM LENGTH OF 16.75. MA21MG IS NOT U.IPACT 1f CA MIN HORIZ- RESISTANT AND DOES NOT MEET THE REOUIR04ENTS FOR TRACK IWND-BORME DEBRIS REGION& 5/16.1-s/6 2. IMPACT RE93TANT CLALNO OPTION - IMPACT LAC SCREW"' RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP DON 3 AS OR INTERMEDIATE SECTION (VITH OR WJTHOU7 DECORATIVE SHOWN) III.SERTS GLAZING SMALL BE 1/4- MANROUON-AR 15 CA MN VFRT- POL ATE OR EQUAL GAZING SHALL HAVE A TRACK MAXIMUM HEIGHT OF I5.21' AND A MAXIMUM LENGTH OF 5D.05% GLAZING IS IMPACT RESISTANT AND DOES MEET THE REOUIREMENTS FORWIND-BORlff DEBRIS REGIONS 5/16st-5/0' LAC SEE DETAIL E ON SKEET 2 FOR ASS'EM11ILY DETAILS. SCREW AT EACH GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS JAMB SRACKET ATTACHED TO U-BAR ON UPPER INTEGRAL Me (SEE DETAIL C SHEET 21. 16 CA J-STRUT SCREVED TO LOM 1/4-204/16. TRACK - INTEGRAL RIB OF CTON AND OPQtATOR STILE TO BE BOLT AND 1 4-20 KEX FACTORY INSTALLED INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH JD JAMB 1/4-14t /6' SELF oNLLNG CAILPTITE SCREW TO ATTACH OPERATOR STILE BRACKET LOCATION E J-S T TO ME INTEGRAL RIB AND AT THE CENTERLINE OF THE DOOR PER PETAL F ON SKEET 2, 3. VINYL OR WOOD DOOR STOP HAILED A MAXIMUM OF 6' O.G MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET NEGATIVE PRESSURES 4. KEY LOCK. AIDE LOCKS. OR OPERATOR REQUIRED. 15 GA STIFFENED' S. SECTION SHALL BE CONSTRUCTED WIN FOAUED IN JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION C EM ICALLY SEE SCHELOUIE FOR BONDED TO 30 CA NIOw1M FACER STEEL AND A OUAMITY. LOCATION. POLYLAMINAIE BACKER OR 32 CA STEEL. BACKER END AND TYPE CAP TO HAVE A LON MUM 1.1DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLOE LOCK• ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS ((NOT PROFESSIONAL Of RECORD FOR THE BUILDING OR REQUIRED WpH CPEnATOR STRUCTURE AND IN ACCORDANCE WITH CURRENT BULOINC SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON MS DRAWING. LOCK SHOWN FOR 7. DOOR JAMB M BE MINIMUM b6 STRUCTURAL GRADE CLAM TY LIMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ND i!`- C ATTACHMENT TO SUPPORTING STRUCTURE. SHEET 2 FOR U-BAR LOCATIONS L LOUVER OPTION - .040' MINIMUM LOUVERS N MOLDED ON DOORS WITH OTHER SECTION QUANTITIES AND FRAMESSCREn£D TOGETHER WTH A MINIMUM OF (6) SEE STD I AND 2 OV FOOT SCJRE" INSTALLED INTHE BOTTOM SECTION. THIS SHEET FOR GAZING LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REOUIRE.ENTS FOR VGN-BORME DEBRIS REGIONS LOIVFREO SEcnOW REOURES OPERATOR 516E TO BE 2. K . Tur nnnR SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOORDTHMD(RfT UNIFORM LOAD EACH JAMB (PLF) I6'- Or ALL 707.2 -23a4 14- D' ALL 161-3 -;I.6 12'- 0• ALL N56.4 -1 26 ALL 129.3 -144.0 II LLL I1711I AF ENE J.KO P'.. ceAFSF •R''i '. NO. 77945 STATE OF I1S, hld uKaedA1.`PT u76 awn ROAD 1w Marc11 a PE )n4,a K .1117Mf PROFESS=& oI1 DMI SE& PA/vnc6 ONLY FOR IVA ICATCI OF SND.0/0 CCKSI6UCWN OETMS SEE U- BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP RE VISIONS PSI GIAIRGES TO GENERAL TONMAT AND CMANCED F DPIX U-BAR FASTENER TYPE 15 CA OPER, ADHERED 70 1 d9jEL ( 5) CENTER HNOES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0'. ( 3) CENTER MINCES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 17-0'. JAMB BRACKET SCHEDULE ID OIR1T SECTIONS OF BRACKETSEACH JAMST7RACBUCKETS MEASURED FROM BOTTOM OF TRACK ( ALL DIMENSIONS !: 2 ) T 1 1 f 1 O 6 , 1 a , 25-1 JB 45-1 63' J8 0' 4 0 FAT JB . 10' JB 21-7 4 A , 29-S 1' JB 42 JB 0]-1 4 Ja C-0• S e O B 13• a JB 34 JB 47-1 4 C . -W JB 01 . 75 JB B FAT JB 10 JB 21-3 4' Je . 29-J4' JB 46 JB 57-1 4 6). 66 JB , 75-1 JB 0 • -a CH LIFT ROOF P17IX SEE NOTE BELOW FOLLOWNG, 011JERMO+ M07ES SLOTTED JAMB BRACET ATTACKED TO TRACK WTH 1/4-201A/I6' WRAC( 6OLT AND NUT. FOLLOLWNG DIMENSION DENOTES DUCK INSTALL JAMB BRACKET INSTALLED N BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS NTH HIGH LIFT. ROOF PI101. AND/OR GREATER THAN Ir IN HEIGHT REQUIRE USE or CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CURT FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SC n Wayne DESIGN ( PSF: +23.90/-20.50 MAX %%MTHD 16'-0• Dalton. ,EST (PSF} Dalton., -43.20MAX HEIGHT: DR IMPACT/CYCUC RATED ( YES/NO): YES MAX SECRON HEIGHT. 21' Ch GARAGE DOORS MODELS 5120/9100/ 9605 A DIVISION OF OVENEAD DOOR PE ssNSACOA FLORIDA3is14 WINDLOAD SPECIFICATION OPTION CODE 0230 650) 474-9690 AT END CMS AND BOTTOM RETAINER. CHANCED CENTER HINGE CADGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PANT TO STAMPED NUMBER. DRY 3/e/ 00 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLAmmoNUMBEROF FASTENERS NCI CENTER MINCES REQUIRED FOR HARROSER DOOR ADTHS. MITI 5/10/ 06 PO ADDED IMPACT RESISTANCE TO DOOR ADDED MODEL 0100. MODIFIED NOTE 6 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 5/ f/ D7 B7 BRACKET SCHEDULE JAMBO TOPTION. N. ADDED FORTAT K DETAMOOEDtNRART4DETAILSHEET2cnT4/17/06 PR AOCED IMPACT RESISTANT GLAZING ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TD W-9'. ADDED HICK LIFT AND ROOF P17IX TRACK NOTE. GAT 7/22/ 00 P9 UPDATED TITLE BLOCK CRT 0/26/ 10 SHEET 1 OF 2 ORAWNO PART NO. REV. 318960 1 P10 13 W ADJUSTABLE TOP PLACE U-BAR ON" INTEGRAL RIB IS CA ADJUSTABLE FIXTURE ATTACHED TO NTH THE (a) PE -PUNCHED TOP FUCTURE PRE -PUNCHED HOLES ' • HOLES EACH END FAONO UPWARD IN BOTTOM OF "AR AND ArTAiH THRU END CAP AT WITH (2) I/4-14X5/Y EACH END WITH (2) 1/4-14.7/0' CRIPTITE SCREWS SELF DRILLING CIMPTITE SCREVPS FOR STANDARD TRACK AND (3) o 1/4-14.7/0' SELF O LUNG CIU PTTTE SCREWS FOR LAN HEADROOM TRACK (2 OF WI0C1 °. ME USED TO ATTACKED, THE TP DETAIL A BRACKET AS SHOWN). I OW NFAITROOIA ?RACK 13 CA ROLLER SLIDE ATTACKED TO PRE -PUNCHED HOLES IN TOP OF U-BAR tS U-BAR OVER INTEGRAL RIB WITH WITH ((2 1 h105/B' L10L TTTE SCREWS. 1HE (a) PRE-PUIICMED HOLES EACH END USE y 0 HOLE IN AIDE TO ENSURE FACNO UPWARD AND ATTACH THRU ENO PROPER AUGHMENT OF ROLLERS CAP AT EACH EMI PATH 1)) t h14.7/B SELF DFULUNO CRIPTITE 'UtEWM9 15 CA HINGE AnAWEO / EXCEPTION- U-BAR ICED OVER TOP WITH 4) 1/4-14.3/0' RIB ON THE BOTTOM SECTION SHALL ONL CRIYPIITE SCREWS (2 OT BE ATTACKED THRU END CAP AT EACH WICK ARE FACTORY ENO WTK (1 T h14R7 0' SELF DRRiFNG ATTACHED) C IMPRTE SGtEW COCA ON THE BOTTOM FLANGE P THE U-BAR NOTE' DUE TO CLEARANCES REQUIRED T 2' NYLON STORNGARI INSTALL SCREWS AT THE ENDS OF THE ROLLER NTH •. U-BARS: ALL U-BARS SHALL BE INS TAILED ON SECTIONS PRIOR 70 I 0 4 1/2 STEM DFTA)L 8 INSTµUNO ROLLER SLIDES AND TOP FD(TURE ON THE U-BARS. SEE ATTACNYENT NOTES ON THIS SHEET. 10 CA Hw(E ATTACHED U-BAR OVER VATH (6) 1/4-x0A5/B' w1EGRAl RIB An0 ATTACK gTA(PTITE S4-20 (2 P TH (2) 1/h1Ad/{' , C LMPTITE sC(EVIS U WINCH ARE FACTORYFTY PRE-PUNHSED NOTES AT ATTACKED. 7 (IF BACK IN1IItMEOLATE PENCE ARE Rao (NS(AU.ED INTO LOCATION (1 1FIRU FLANGETOPLEAF. Alm 1 OF OF U-BAR AND BOTTOM MUCH S FELD INSUAIm MINCE LEAF AND 17HRU THRU PE-PUNCKED HOLE WEB OF U-BTU! AND IN U- DETAIL C INTEGRAL FW OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACED WIN ' 3 1 4-14a5/i PLACE U-BAR OVER INTEGRAL RIB IKTH NOUN DO" TO CLEAR BOTTOMOATTACHCLEARTITEK^ BRACKET AND ENO/ OM CAP AT EACH END NTH %) I/h14.7/B SELF DRILLING CRop TE SCREW AASS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14X7/B' SELF BOTTOM BRACKET MUST BE SCREWED TO THE BOTTOM •ti .. DRILLING O PTIT SCREW ACROSS THE BOTTOM OF THE BOTTOM U-IRAR AT U-BM WIN EACH PRE-P'UNCRED HOLE AT EVERY 2) 1 h14.7/B' SELF DETAIL D HINGE LOCATION. USE (I) I/h2016/B' CItl1PD7E SORTED DEMO( C CBM/TITE SCPEV4 SEE IMPACT BOTTOM BRACKET AT ALL PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. ENE .1 KD N. Q;. _%CENSF'•.v o: •.ti No.77945 ' 0, •. STATE OF lV: r4ORIOl' N STONAL 70`` •`• owAWt a XmlAsl It MOUNT 4sGDAHrr 140 0HVC. COHM FLPCTNWRIE117YAPHaFMDKAi EIMM= EEAL FROVOED ONLY FOA VumXMTKM of waoA DDNSTRucrm at?" px3 4 MIBSTAINLESS STINH STAINLESSBALEDRUBBERRASHERS 3-1/Y 0.0. MAX---," . 1/8• BEAD CE ULTRAGLAZE STRUCTURAL SEALANT OR EQIRVALEHTJC=- AIL FACER STEEL D NON-SDKUCTURAL DECORATIVE INNER WINDOW mu - DETAIL E 1* 01w. USED ONLY ON IMPACT LAZED SECTION . 11 CA REINFORCEMENT BRACKET ATTACHED VMTH ( 4) 1/ 4-14.7/8' 1 SELF DPIILIMG 1 g C10MPTITE SCREWS (2THROUGHBOTHBRACKET AND U- TAR) IE 14e7/0' SELF ORIWNG wMPTTTE W AT 1ETH lJ1E OF DOOR 71GII J-STILT J< OPERATOR BRACKET. NOTE, J-STRUT i SCREW ONLY REQUIRED ON (PACT CLATEO SECBIHS SEE NOTE 2 SHEET 1 DETAIL F ATTACK BOTTOM BRACKET TO BOTTOM U- BAR NTH (x) •• 1/4-14. 7/9' SELF DRILLING CWMPTITE SCREWS 1 IMPACT BOTTOM BRACKET 5) SECTION DOORS 80 0 21% 18 CA. BO -BARS LOCATEDOVERINTEGRAL RNBS AS SHOWN 4) SECTION DOORS WTH (5) 3'. IB CA. 80 KSI U- BARS LOCATED OVER INTEGRAL RIBS AS SHOW - U-SAR ATTAOHYFNT NOTES 1. ALL U- BARS SHALL BE PLACED OVER INTEGRAL RES AMC ATTACHED THRU PRE - PUNCHED HOLES WTH (2) 1/4-1445/B- CRUIPTITE SCREWS AT EACH INTERMEDIATE ANOE LOCATION. (2) 1/4-14. 7/B' SELF DRUM CRIMPDTE SCREVG AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14.5/0' CRIMPTITE SCREWS APPROtD1ATELY MIDWAY BETtEOH END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14.5/5' CNMPDTE SCREW APPROmMTELY Ir FROM EACH END. FOR DOOR WIDTHS GREATER THAN Ii-7, THERE SHALL BE A TOTAL OF (20) SCREWS AITACHIHC EACH U-BAR E7(CEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR V&DIMS LESS THAN OR EQUAL TO 11'-0', THERE SHALL BE A T07AL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCTEDS EACL R WINDOW TRW 2. WIIK THE DXXPTION OF THE (I) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER PCLYCARBONATE SLIDES AND THE (0) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FOrTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE - PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR MOTH 1/4-146/B' CAFMPT1rE SCREWS 1 10 CA U-BARS SHALL BE STAMPED •46' AIPROXWATELY 0' FROM EACH END. Wayne Dalton. GARAGE DOORS Chl" OF OVERHEAD DOM CO 3395 ADDISON DRIVE PENSACOLA. FLOIWA 32514 RATINGS REVISIONS CHANCES TO GENERAL WAY AND CHANGED BAR FASTENER ME END CAPS AND TON RETAINER. UNGEO CENTER MINCE ICE AND ADDED NER OPTIOL INrM STRUT HTIFICATION METHOD W COLORED PUNT 10 APED NUMBER. 3/ plop ADDED SUPERIPOSED ION PRESSURE LOADS SUPPORTING UCTURE AND AIREDNUMBERDi TENERS AND CENTER XS REOu1RE0 FOR IROWER BOOT WD7NS. 1 5/10/ 00 AWED IMPACT TSYANCE TO DOOR ZED MODEL 6100. MOCFED JAL® WKET SCHEDULE FOR r OPTION. AWED LHR LCK DETAIL SHEET 2. 4/17/OW ADDED IMPACT 0STANT CLA2INC. ED TEXAS LICENSE 4BER TO TITLE BLOCK. WEED LOUVER NOTE. REASE'A MAX NOCHT B'-B'. ADM M04 r AND ROOF PITCH ICK NOTE. r 7/22/ oB UPDATED TITLE BLOCK B/20/Io PACT/CYCLIC RATED ( YES/NOk YES IMAX SECTION HEIWP. 2I' ECKED 4/6/08 1 LIRE MODELS 5120/9100/ 9605 IRAWWG OF 2 T N0. REV. WINDLOAD SPECIFICATION OPTION CODE 020 P10 8 PLICE PLATE LOCATION o SEE SCHEDULE 14" MAX 12" MAX 12" MAX I 1 12" \ / MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAYNaE 1 KMN91, PE 4379 COUNTY ROAD 160 MOUKT HOPE. " FL PC 77943 TX PS 117US PR07E59ONAL ENwEM SEAL PROVOEO ONLY FOX VEROICATION OF INDLOAD 00g5TIb=0N DETARS E CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X / 7/16 SEMI TUBULAR _ RIVITS t 11 GA MIN CLIP SEE SCHEDULE— R S>W___0. 2 8F 2 13 GA MIN CONTINUOUS WALL ANGLE- 1111rrr j// PANE J•%4 V ••IC '•. i O •. 1. NSF •.' Y NO. 77g45 0 * *_ O< k ' STATE OF ss'• ORIDA oNAL 04 If1111 \\ 11C L•Ll h oft RACK 3) 1 /4'-20 TRACK R CARRIAGE BOLT OTH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF -52.0 PSF 18'- 0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART Wayne Dplton. AODOOR& 3395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 CK- CUPS-TEXAS 1ANCLE 12 FOOT IATED 5/ 11/03 UPDATED FORMAT. TEASED ALLOWABLE SSURES TO i. 00/-52.00 PSF FOR DOOR WIDTHS WCED " TEXAS WALL ILE• TO -CONTINUOUS L ANCLE'. ADDED ISTRATE MOUNTING AL. CHANGED TO N HD ANCHORS 4/ 2/07 CHANCED FORMAT. IED MODELS 9800 I a024 WITH OVERLAY TRACK CLIP EDULE. 5/ 21/07 UPDATED MODELS IED IN CHARTS. IATED SPLICE & CLIP UPDATE MOUNTING TAIL DRAWINGS. T 10/OS/07 UPDATED CHARTS TO IMINATE THE USE OF E # 3 CLIP (REPLACED DH / 9 ACROSS THE ARD). P 10/24/07 UPDATED STEEL UNITING DETAIL D4/ 11/D5 EXPANDED 1-1/2- TO 3/ 8• DOOR THICKNESS TART UP TO 14' HIGH. T 12/11/D8 0 UPDATED TITLE 0CK T 5/2/10 1 UPDATED TITLE DCK. REMOVED CHART. T 11/15/13 2 UPDATED TITLE OCC C5/15/17 SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P11 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 t/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNT] 5/16" x 1-5/8" 1 IA WALL ANGLE 'N LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR — BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 4 WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING CONCRETE MOUNTING DETAIL DWAYME 1 KORNr91, FE 4575 COUNTY ROAD 160 MOUNT HOPE, QM FL PE 77045 TX PE 117US PROFESDNAL ENOINLFA'S MA PROVIDED ONLY FOR VMnCATION OF W DLOAD CONSTRUCTION DETAILS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4— 20x9/l 6" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP ttttrrr// V%CEN T y- 0 STATE OF S1 . ORIOA•.•' ZONAL Wayne Dalton. C/ ( GARAGE DOORS CHART 3395 ADDISON DRIVE PEN(O'A„408,9AD3zs,4TRACKSUPPLEMENT REVISIONS INCH K-CLOPS-TEXAS ANGLE 12 FOOT 1TED 6/11/03 IPDATED FORMAT. EASED ALLOWABLE SJRES TO 00/-52.00 PSF FOR DOOR WIDTHS. 1GED 'TEXAS WALL E' TO 'CONTINUOUS ANGLE". ADDED I HD ANCHORS 4/2/07 16024 WITH OVERLAY TRACK CLIP EDULE. B/21/07 UPDATED MODELS ED IN CHARTS UTED SPLICE h CUP EDULES. 9/05/07 UPDATE MOUNTING AIL DRAWINGS 10/05/07 S TOOF IB 04/11/05 EXPANDED 1-1/2' TO 3/6• DOOR THICKNESS URT UP TO 14' HICH. T 12/11/05 0 ADDED MODEL 8700. DATED TITLE BLOCK T 6/2/10 I UPDATED TITLE OCK. REMOVED CHART. T 11 /15/13 2 UPDATED TITLE Doc. C 6/15/17 SHEET 2 OF 2 DRAVING PART NO. REV. 307494 Plll Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 ENE -KoPtcEtvsF ••-Ji No- 77945 y STATE OF s'•.'IORIDP .•'G S/ 0111110NAL DWAYNE A K=45M, PE 4376 COUNTY ROAD Tao MOUNT HOPL OHID FL PE 7 943 Tx K 19R98 PROFESSIONAL ENCMDUYS SEAL PROVIDED ONLY FOR VVWICATION OF WIIDLOAD 024TRUC7IOM OEFAAS SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING 1 _ SYSTEMS. 6- MAX. YAMMIUMSPACING 6' MAX MIMNUM 2x6 /3 rk HEADER LOCK DRACID:T LUMBER a' a• 2-3/4• 2) 3/8' SIMPSON T)TEN HD SCREW ANCHOR WRM A 1 1 4' WASHER AND A MINUUM EYBEDY T DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETELL MINIMUM 7500 PSI [ONCRETE NOTE' MA)DMUM DESIGN LOAD CAPACITY OF 20E5 LBS, 2x5 #3 ¢,HEADER LOCK N PINE jBRACKET 4- J 4) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. DETAIL 2 MINRAUN 7000 P:,-93122T FILLED CMU NO7F• MAXD4UM DESIGN LOAD CAPACITY OF 2400 LOS. MINDAUM 2x6SOUTHERNPINES BRA C)XETR LOCK LUMBER 4' a' 4) 3/6' DIA. LAG SCREWS WITH 1-1 4' O.D. WASHERS. LAG SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER DETAIL 3 inTUREISAM) IGN LOAD CAPACITY OF 2430 LOS. SHEET I OF 2 Piz UPDATED TITLE BLOCK ESC 6/15/17 DA JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 DWAYIE 1 KCRNFSMI PC 4p7{ CCXJNW ROAD ISO MOUNT HOPS Drop FL PE 7794S TX PE 1176IS PROFESSIONAL O MSEER'S SEAL PROVW ONLY FOR VMFICATION OF WI DLOAD KXXISTRUCTKW DETADS MIN 2500 PSI CONCRETE dQM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORDI FOR THE STRUCTURE 1 2 3 s' EO I J/6' SIMPSON TTEN HD. 2-3/4' MIN EMBED. WN 8' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-2048/16' TRACK BOLT AND t/4-20 HEX H TRACK DIRFCT CDhKY1FTF MO INTIN . MAI J KOR ti Q No.77945 * —_ STAB OF SS/ONPL\- V 61`f1?VJ MIN 2 x 4 SPF (G-0.42) DR BETTER WALL STUD HOSE MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIC14 LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY Of THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR SHEATHA 5/15' KITH 1-9/JSTUD((CENTER OF JAMB BOCHORR 710NCK JAMB B t ACK 1/4-2 TRACK DIRFOT NOOO MOUNTING OFT Il MAX 420 LRS PIER LAG FASTENER REVISIONS P17 UPDATED TITLE BLDCK ESC 5/15/17 I I DATE NAME I SHEET 2 OF 2 ICHECKED1 DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 I 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear db a I' }) Product Approval c USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715-R3 Revision 2017 Approved O Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@sibp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' O Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden O Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Sections from the Code https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d Year 2011 2008 2005 2012 2002 1994 1994 1994 1/2 1 /2/2018 Florida Building Code Online 0 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 Model, Number or Name DescriptionFL # 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 / 0 Ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.Rdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14 Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FU9715 R3 II SWD010 SS 2017-06-14.Ddf 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.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 I1 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.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Bryckk Next' Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not 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 ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: S I r=_ I MV- Credit Card Safe hftps:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%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. INSTµL INOMDUµINSTALLATION ANCHORS WITHIN TOLERANCE OFTOLERANOF f 3/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I. E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SMIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM( S). MAXIMUM ALLOWABLE SHIM STACK TO BE 311INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS SMON(S) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE DB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF V(5 NTLENGTH TO ACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/B' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE R8 SELF - TAPPING SCREWS. OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM Of 3 THREADS BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. 3/3' EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.112LNCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 1 3/4- EDGE DISTANCE. 3. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 1, 30 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS NETRA11ON BEYOND METAL WALL• LO. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) 66NERAL NOTES: I. THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TM EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/ WDMA/CSA 301/IS2/AA4D-WlI 2. ADEQUACY OF THE EKISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT 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. a, THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON- HVHZ AREAS. IN MVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MAMI-DARE RER OR AMA. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL 7• IN ACCORDANCE WITH THE GTH EDITION FBC, 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 SMALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. 13. INSTALLATION ANCHORS SMALL BE INSTALLED W ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER' S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SHEET G FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, 24. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES, A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. IL CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3= PSL C. GROUT -FILLED CAL- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS 70 ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20DO PSI. D HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMSTOASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 SL E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47,8 MIL (0.047B' of 16 GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUMINUM -MINIMUM ALLOY 606345. MINIMUM WALL THICKNESS OF 1/ 16'. MIN. In' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEETOESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL i HORIZONTAL SECTIONS (n4DU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE COIVF' CG. DESIGN PRESSURE MISSILE IMPACTRATING WIDTHHE16M36' BA- O/X 35/-35 PSF NON IMPACT 66' O/X 50 / -50 PSF NON IAPACT 7A' O/X 50 / -50 PSF NON IMPACT 7T O/X 35 / -35 PSF NON IMPACT j62' O/X 50 / -50 SF NON IMPACT 72' O/X 35/-35 PSF NON IMPACT 84- O/X 20 / -20 PSF NON IMPACT 52' 7Y O/X 25 / -25 PSF NON IMPACT 36' 63.75- CIA (ORIEL) 35 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 6Y O/XO/X 35 / -35 PSF NON IMPACT 72' 54- O/XO/X 35 / -35 PSF NON IMPACT 76' 62' O/X•O/X 50/-50 PSF NON IMPACT 76' 72- O/X-0/X 50 / -50 PSF NON IMPACT 76' 77' O/XO/X 25 / -25 PSF NON IMPACT BO' 74. O/X-O/X 35 / -35 PSF NON IMPACT 96' 74• O/XO/X 30 / -30 PSF NON IMPACT 106, 6Z' O/X-O/X.O/X 50 / -50 PSF NON IMPACT HOB' 72• O/XO/XO/X 50 / -50 PSF NON IMPACT LOB' 64- O/X-O/X-0/X 25 / -25 PSF NON IMPACT C6920T 6W d by Mw— F. No *. P.E. Roal= I Im DPP'°""° UYa oocum M FL#: FL19715 Oat.: 2D17.06.15 16.11 LB -04W RE SilverLine Andersen D•...• oou a4 suvEftLw okm M02TH " VNSw•'N& W DH0, PK( 737)4J5.1000 3 V L uQ g oV_ v1 F p m HZ< S W Iz mF N Fa F xuj 40 apw a w a C r h V) Z w F- 0 < O H z Z) u ma U.Lu O N LU W V y KDA x co oN lk- 11, Yz jz O V DWG #: SWC 0.02 SHEET: 1 OF 6 MAX FRAM HEIGHT 91 MAX FRAME WIDTH 48, ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' e E 4 S F 5 C MAX FRAME HEIGHT 74' I . 9 1 F C 49) ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR All 29014901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL MZ-4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX FA HEIGHT MAX FRAM HEIGHT 9d MAX. FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' TRIPLE SINGLE HUNG WINDOW Silver Line bAndernen i ONE 5UVECLtK DkTVE NORTH 6M)WI ". N7 a"", nc n'+.i UY1000 nZm Qi 4f d ZZ v O N l Z UiLU mGZ_ iu %n cc w Lu o V) Z pQ< O Z 6 vI m P—{ a U. Lu u KVf 0 0v, o W.J^h 0 J = S U Z NG J3: SWD002 BEET: 2 OF 6 2' MAX. FROM CORNERS L 11' MAX. O.C. rMix. O.C. 2' MAX FROM CORNERS VTc M'•.S LOMS AT Cl 50W 5NALL.E AN04MD MAX.' O G T NCA . ]AAU, AND NU ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW Y MAXFROM. — { 4 1/2' MAX CORNERS I O.C. 4 1/2' 0.4 2' MAX FROM CORNERS Elm, I mimu 6' MAX FROM r.- i____r_ 2T MAX CORNERS O.C. 6' MAX FROM CORNERS I T 20' MAX. O.C. 1 L 6' MAX. FROM Si CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/2' MAX. O.C. L 6' MAX. FROM CORNERS 4 U2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW L 12 3 MAX O. f O.C, I'MAX FROM 6' MAX. CORNERS__l r_ O.C. VIA O.I 1-MAX. I I 6• MAX. FROM J O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW MAX. FROM 12' MAX. COO RNERS O.C. 16 11 MIEN 0 i ANCHOR STRAP 6-MA P/N 50-2995.2 FROM CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line I,!%Andc-rxn W74l OK 5RKRINE DUK NWT" UvN wwO tw OPJ02 M (7D1).7>IDW S So z 2 gI Z 3 Z Nn N > LL p N SW t4w2 L` z i; aim zM z Lu N Mr cc W T v W I'd Tm NJ O p H V) o r! m F-1 0 v ZZO Lu Nujp W o m 5w^_ m TnZ o` er 3 i= u2 O p V DWG Tx: SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X e • WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MI1J EDGE DIST. 138 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS 1/4- MAX. PERIMETER / SHIM SPACE SEALANT / O.A. BY OTHERS 1 1 UNIT \ HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL• SHEET 6 VERTICAL SECTION 4 READ -2XWOOD SUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT / PERIMETER SEALANT BY OTHERS 1/4" MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 8WOOD SCREW •..••••.•• INSTALLATION ANCHOR 3/ 8' MIN, WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS p• . % a . CAULK BETWEEN a . . •.• CONCRETE/ MASONRY NCRETE/ MASONRY 6 2X BY OTHERS WOOD BUCK BY OTHERS 1 l/Y MIN.EMBEDMENT q VERTICAL SECTION 4 SILL • 2X WOOD SUCK NAIL FIN Silver Line w . DD It. DD01• wens unm,wccc w oDzz nr ( T.7I .Y 1000 Z. m 1/ 4' MAX. "— MIN. 3/8" EDGE DISTANCE SHIM SPACE ' M N N Q x 300 0:f= x SASH REINFORCING w j v v wm ` SEE SHEET 6 FOR REQUIREMENT 5 MIN. 3 THREADS at SEE GL. 2=NG ' PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE m p Z & Lu INTERIOR 98 GR. 5 SELF•TAPPING SCREWcc INSTALLATION ANCHOR d r. METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 o cc EXTERIOR FINISH BY OTHERS w EXTERIOR PERIMETER SEALANT O o 8Y OTHERS ... 20 v Off. + m UNIT H w w WIDTH > a ZO Lu v 0 hww HORIZONTAL SECTION 4 IAMB • METAL STUD 10 NAIL FIN i Nis m N m 2 I N oN3z= "cz O L) U h DWG u. SWD402 SHEET: ^ OF L IPIO WOOD SCREW 3/4' MIR SilverLineINSTALLATIONANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS I - CONCRETE/ MASONRY 1 SEE SHEET 6 FOR X. 1/4' MA/ illdl (Set1 BY OTHERS ti CCM14ECTION DETAILS SHIM SPACE MIN. 3THREADS C/ CAULK E CRY a ' o SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE R By OTHERS SEE GLAZING MIN. 1/2' EDGE 015TANCEt 1 1/2' MIM DETAIL SHEET 6 °nrw cavliR woxb EXTERIOR FINISH EMBEDMENT rK fr,.ntoo0 BY OTHERS 1/4- MAX INTERIOR # 10 GR. 5 SELF -TAPPING SCREW Z ^ PERIMETER SEALANT SHIM SPACE INSTALLATION ANCHOR g o F N g 1BYOTHERS / 1 METAL TVBE/STUD OR APPROVED Gz•++ N + x MULLION BY OTHERS, 5 ot O.A. EXTERIOR ( ! INTERIOR SEE SHEET 1 INSTALLATION UNIT / NOTE 14 u' •o u 2'm HEIGHT J - SEE GLAZINGJ PERIMETER SEALANT DETAIL. SHEET EXTERIOR BY OTHERS m W wF, i apm0a w a 1 UNIT WIDTH ++ Q HORIZONTAL SECTION i} r VERTICAL SECTION 5 IAMB- METAL TUBE/STUD OR APPROVED MULLION m S HEAD • 2X WDOD BUCK THROUGH FRAME 1 THROUGH FRAME v , w S) 014 PANCAKE HEAD r SCREWS FROM STRAP TOSEEGLAZING FRAME, HOLES PROVIDED 4.0000 4.0000 zDETAIL. SHEET 6 TO ACCOMODATE 014 DIA. 2.0000 2.0000 m EXTERIOR INTERIOR 0.500 ANCHOR STRAP, AT TWIN 6 w wTRIPLECONFIG. ONLY. SEE O.A. / 'PLAN VIEW -ANCHOR STRAP 0.0620UNITW HEIGHT ( \ (RIGHT FOR INSTALL DETAIL REQ. T 0. ) 4,0020 1/4' MAX 2.3750 PERIMETER SEALANT BY OTHERS SHIM SPACE 0.7500(2) 3,0000(2) 6.0000 INSTALLATION ANCHORS /i9FEXTERIORFINISH BY OTHERS ° • . c EMBEDMENT PLAN VIEW -ANCHOR STRAP (P/N 50 2995-2) FROM ANCHOR STRAP TO O ,. OPENING. SEE ANCHOR L a PRECAST SILL REQUIREMENTS BELOW. _ O BY OTHERS ° Vl Q i3/16' ITW TAPCON ° ` ANCHOR STRAP ANCHORING REQUIREMENTS: INSTALLATION ANCHOR • . • •° o A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS 1' 3/4- MIN PER STRAP, MIM 1-1/4' EMBEDMENT, MIN, 1-3/4' EDGE DISTANCE. E06E DISTANCE B. FOR INSTALLATION TO METAL STVD, USE (4) #10 SELF -DRILLING SCREWS, n 6R. 5. PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. ' N 2 x z < C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. c a 3 = S v Z p VERTICAL SECTION 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. o u 5 SILL• CONCRETE/MASONRY ° S W D002THROUGHGHFRAMEAME SHEET: 5 OF 6 SilverLjne NOTE: IVV dersen ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTSE741OUTLINEDINCURRENTFBCANDASTME1300 . GLASS LOAD RESISTANCE. ............ INTERIOR wrt suvFawE ash NTH ARUMWca ru 099M nt+ral us•wm 5/8. O.A. I.G. G1.A55 ^ v n o O N • T a + INTERIOR , S zZ+ Zp N '? n EXTERIOR / \ INTERIOR n 5 W < I \ W Z z h d W v w Z m < SMALL' FRAME 'LARGE' FRAME 0 MIN. GLASS j z C REINFORCING EXTERIOR REINFORCING 1 BIIEI/2' Z w> a ZSEEBELOWFORREINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. 1/8' SETTING BLOCK VERTICAL SECTION H HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULLION GLAZING DETAIL 1 o Q t H L J v / O < I - ALUMINUM SASH REINFORCING 0 NOTE: IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE m 48 X 72. (O/X), DESIGN PRESSURE •/- 35 PSF ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER H36X $4. (O/X), DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. w u zO • 38 X 74. (O/X), DESIGN PRESSURE •/• 50 PSF SPACING SPECIFIED IS NOT EXCEEDED, h 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. o w72X84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X). DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1/4' ITW TAPCON ANCHOR o 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 4' FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT 4I +a ++ fff DEPTH TO FULLY SUPPORT STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING I WINDOW FRAME. ......... L BY OTHERS 0•\ 6,t IS NOT REQUIRED FOR THE FOLLOWING SiZE/RATINGS: 11/4• MIN. 76 X 62, O/X-O EMBEDMENT _ X). DESIGN PRESSURE •/- 35 P5F 1 U2' MIN. EDGE _ t VAR' DISTANCE 2• MITI. EDGE I b ' r a STEEL INTERMEDIATE FRAME'SMALL' REINFORCING DISTANCE III CONCRETE/ MASONRY / y * PRO , BY OTHERS //++++um% IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: t BUCK INSTALLATION DETAIL m Z J76X62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF , Z u Z ti ao 3 v= UZ0 DWG st: 5 W D002 SHEET: L OF 6 f lrl\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report M 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 I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' F. O O T T Uj 0 OP. 4 A Hermesle!f kiW P.E. Florida No. 73778 lrlBUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Product Sub -Category Compliance Method: Product Name: Windows Single Hung State Product Approval Method (1)(d) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 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 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6'h 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. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrlBUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" 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 a4' PLOR10A OUPARTMBNT OF Business & Professional Regulation ;',. OUPR HONE ABOUT DBPR OBPR 0191S1O1f9 COHIICT OOPR dbpr a Product Approvaloval 4USER: Public User R tr5 t .;il rla Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # FL13192-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/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@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eauivalency.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 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 Sheathing.odf FL13192 R5 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 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II 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 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.odfApprovedforuseoutsideHVHZ: Yes impact Resistant: N/A FL13192. RS 11 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 HardleShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.odfDesignPressure: N/A Other: Verlfled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frarrle.adf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 II Prevail-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.Ddf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Oaclr Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statemen[ :: 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 dick here . Product Approval Accepts: 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. PRIENIL,o[uti:"., MULTIFAMLYSIDINGPRODUCTS ap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH o TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks On 1Carryedge. P9 • Protect edges and comers from breakage. The manufacturer is not responsible for damage caused by OUTDOORS 1. Position cutting station so that vrbxd will blow dust away from user and others in working area. 2. Use one of the following methods: a. Best I. scare and snap ti. Shears (manual, electric or pneumatic) b. Better: 1. Dust reducing circular saw equipped with a Hard ebladenusawbladeandHEPAvacuumextraction c. Good: 1. Dust mdutmg circular saw with a Hardleblede, saw blade only use for low to moderate culling) INDOORS 1. Cut only using score and snap, or shears (manual, eleddc or pneumatic). 2. Position cutting station Inwell-venhlatedarea NEVER use a power saw indoors NEVER use a circular saw blade that does not ccaarrrtyy the Hardleblade saw blade trademark NEVER dry sweep- Use wet Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using'Best'-level cutting methods where feasible. improperstorage and handling Of th8 gproduct. NIOSHapproved respirators can be used in conjunction with above curing practices to further reduce dust exposures. Additional exposure information Is available at www.prevetisiding.com to help you determine the most appropriate cubing method for yourlob requirements. If ooncem 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 udormalion. saourm 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. Prevail"" lap siding can also be installed over foam insulation/sheathing up to V thick. When using foam insulation/sheathing, avoid over -driving nails fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power - driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water-resistve 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 Prevail7' products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall trim ( fig.6). 9 Construction Construction Install kickoul flashing at roof -wall junctions (fig. 9). water -resistive barter tet-in bray Adjacent finished grade must slope away from the building in accordance with local nod or 24' o.c, max. building codes - typically a minimum of 6' In the first 10'. o 8 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 Prevail"m 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: JOINTTREATMENT Required for Factory Built Color Rnlsh, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water -resistive bander join) flashing•• 31W from o N. plankedgeoowater - resistive o° banter install planks in ° o .°o moderate contact ° o 0 o fastener 0 o° o .00 Install a 1 114' starter strip to o ensure a consistent plank angle o ° Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk — As required by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevailn products contain respirable crystalline silica, which Is known to the Slate of California to cause cancer and Is considered by [ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sllicosis, and has been linked with other diseases. Some studies supest smoking may increase these risks. Dunn'nngg installation or handling: (1) work In outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardieblade' sew blade and dust -reducing circular sew altadred to a HEPA vacuum; (3) wam others in the immediate area; (4) wear a property-fhld, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer Instructions to further limit respirable silica exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our Installation instructions and Material Safety Data Sheet available al ww w. siding,00m ar by calling 1-e77.23G7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mmm PR1G07- Pt/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 barrier concrete foundation Vantage' lap siding Maintain a 1/4" clearance between the bottom of PrevailTM products and horizontal flashing. Do not caulk gap. Figure 7 V gap sldinl Maintain a 1" - 2" clearance between Prevail"" products and ' paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and and cap FASTENER REQUIREMENTS" fascia Maintain a 1" - 2" clearance between PrevailTM products and'deckiilg material. deck Figure 5 water resistivebarrier 2' At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 6 1 1'-Y Figure 9 KICKOUT FLASHING S-P--1,,, ,,< ` Because of the volume of water that can pour U,v,,o/; down a sloped roof, one of the most critical flashing details occurs where a roof intersects dhe 1 a sidewall. The roof must be flashed with a rsmb step flashing. Where the roof terminates, ut install a kickout to deflect water away fromflaWN the siding. Drip edp It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout 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 Prevail7m 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. PQ 4Fure 10 Figu1 1/4' min. stud water-resistve overlap Minimum overlapIbarrierforBothFaceyandBlindNailing_ y°' min. 1 1/4" overlap f i i water -resistive i barrier 1 114" min. overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.iloonline.com. Also see General Fastening Requirements. P2/4 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit ppremature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the contusion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevaiITM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail," 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 Countersunk,tl;mCaulk & 0addnail 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 PrevailTN products. complying with ASTM C920 Grade NS, Class 25 or PrevailTm products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevailm 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 oil/alkyd base paints on Prevail," products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 1 Sa =100 sq.ft) 51/4 exposure) 4 PREVAIL" LAP SIDING WIDTH 61/4 71/4 71/2 8 5 6 61/4 6 314 81/4 7 91/4 8 91/2 8114 12 10 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 too 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail„' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Codee Section 1401.10,1405,15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL. All fiAdditional Installation Information, arranes, anamngghts reserved. TM, SM, and O denote Warranties, Wis are available at PREVAIL trademarks or registeredtrademarksofJHTL. www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online Business 81 Professional egulatW t3C15 Home I LOg In I user F(eglStration I Hot I OpICS I Submit Surcnarge i 5tats at Facts Publications I Fl3C Start BCIS Site Map I Links I Sear Rolida r Product Approval 4) 7 USER: Public User5 , Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I i 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 i Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:/Avww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu°/a2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval 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 ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen! under Chapter 455, F.S., please click here_ Product Approval Accepts: NE-01 ;Z https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 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 Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 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 P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. pR/ 4f*, ENSF No 74021 9 ' STATE OF • 44/ OR t,0,. 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 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 11- 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-# Approve Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 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 spaced24-inch o.c. and securing each panel lap inch o.c. Max. One (1) 14 ga. 5/8-inch long T nail One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0. 072-inch dia. x min. 1/4-inch 48 12F-3 16- inch Masonry spaced 8-inch o.c. Wood crown staple spaced hnel head dia. trip nail spaced 48- 64.2 and securing each pa panellap pincho.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.t/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 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC 15001.3 FL12194-R6 3of8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psD 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- 43.316inchspaced8incho.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 1-inch leg staple spaced 4-inch ocand securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16- inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J- 1 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in in2.25- 1) m. Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch One (1) min. 1.75-inch inch o. 3/16- inch head spaced spaced 16- inch o.c. shank nail x 0. 072-inch diameter 12-inch o c. 24-inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 80/ 24F- 2 12 inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16- inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 801 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch 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 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 ISystemPanel 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 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 g1-inch a. Y.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 Min. 3/8" head dia. nail with min. 1K" 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 1 8 \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, Concrar_w or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 11- . -- S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, ` SOFFIT STAPLE OPEN RAFTER r' I DIAMOND PATTERN 3/4• x 1/4' ErCIOWNSTAPLE`,DETAIL USING A DIAMONDJ r' I PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4• CROWNJTRIMNMAJLFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F" CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE CAP O CFASCIA NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD S SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nKr.IXN` SOFFIT STAPLE DID I DIAMOND PATTERN I DETAIL FACIA BOARD , ve Tvcai STAPL[S / 3/4^ X 1/4^ CROWN STAPLE ^24^ JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1/4^ CROWN STAPLE ^8^ ON CENTER 1-3NEL FACIA BOARD 1-3/4^ TRIM NAIL PAINscrewedtosoffit PAINTED S.S. 48^withone(1IN8x FASCIA CAP 1/2^ x3/8^ head diameter screw, O.C. 3/4^ X 1/4^ 16^ o.c. CROWN STAPLE SOFFrT—max. 12-inch spanSOF 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 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 11- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD M 61 S/B' 1-NCfl 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL F' CHANNEL--,--" HANNEL SOFFIT: MAX. 16' SPAN MASONRY S08STRATE 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 m No. f 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 SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I I \-"F" CHANNEL Wood, Conc—re or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 51G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 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 VrK-STATI ` SOFFIT STAPLE OPEN RAFTER LES 3/4• x 1/4• ' ; DIAMOND PATTERN I D ETAI LCROWNSTAPLES USING A DIAMOND ` y Er rvmi STAPLES PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4• CROWN FACIA BOARD a' 1-3/4• TRIM NAIL STAPLE ON CENTER PAINTED S.S. 1-3/4• TRIM NAIL F. CHANNEL CAN BE PAINTED S.S. 4a• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• x 1/4• DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIT 1-,4' CROWN STAPLE OPEN RAFTER FASCIA BOARD t',c' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER \ TO SOFFIT i FASCIA DETAIL E F' CHANNEL 3,a1SOFFIT; MAX. 16' _ SPAN WOOD--,-." SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. 16J-1 CREEK TECHNICAL SERVICES, LLC m No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NAIL) PAINTED S.S. 48" O.C. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B nM `1 SOFFIT STAPLE DIAMOND PATTERN DETAIL1I FACIA BOARD yr ecrvtnN i STAPILS / ASCIA CAP 3/4• X 1/4• CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 FASCU BOARD PAINTED S.S. rq- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER 10 1'r1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'c4' CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT t FASCIA \ DETAIL 1 8 Nominal filth SYP 1^ Batlen Anchored to SOFFIT. MAX. 24' F-CHANNEL Ralfers with one ld Ring Shank Nail at W000 SUBSTRATE every Raller / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. IA' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT t',d' CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETA0. Nominal r.2' SYP Batten Anchored to SOFFIT; MAX. IL' F-CHANNEL Rafters rRh one 7d Ring Shank Had at every Rafter WOOD SUBSTRATE ALC 15001.3 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. I4GA i' T-NAILS FASCIA CAP SOFFIT I I-.1' CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'e1' CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT L FASCIA DETAIL Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 26' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Railer MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'' CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1"xj- CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 8 1-4- CROWN STAPLE 24J-2 FASCIA CAP, REFER TO SOFFIT i FASCIA oo DETAIL / \ Nominal 1' x Y SYP battens 6 scabbed red with 1)7d and SOFFIT; MAX. ri" I 3/tl I1-CHANNEL secuetl with one (1) 7tl mg Ishanknullstrafphl-nailed Nrough the rafter Into the end WOOD SUBSTRATE of the batten or two (2) 7tl \ / ring a[tank nags toe-nagetl on either side of the bettern at the battentr2fter 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 511320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 Enclosed 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 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 4 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 Enclosed 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRotofft 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 1 -65.5 Enclosed 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 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 Enclosed 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 1 -70.0 77.5 4 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 Enclosed 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 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 3/4" 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25" iVP 0.125, TYP 18' BLANK 3 / 8 PROFILE 21rSRU aa000 aaoo 000ao 000 00000 000a ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8' 3 1/8" S/16" 1/2" 1/2" 1/2" 1/1" 1/2" 1/8" 3/r 13.75" BLANK 3/8" PROFILE 2.175 REF U SP TVP 02s TW 0 12V TVP 0 0 a0000 a000 a0000 aooa END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES 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. CREEKALUMINUM COILS, INC0Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G`r•••..•Rid. Q •.•GENSF•. ci''• No 74021 STATE OF ' 41/ O •. '<v: A, OR C7ONA 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 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 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 1V V N±1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 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 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel 7771 Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each pa panellapphead 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0 072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36A spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 xcrown One (1) min. 1.75-inch x Max. Minch Three (3) 18 ga. 1/4-inch crown x 1- i1-inch leg staple spaced 0.072-inch diameter 16F-6 1 Wood inch leg staples in diamond pattern Wood c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pst) 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 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 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 in. 1) m2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o c. i shanknailchinchailOne ( 1) min. 1.75-inch each panel lap 16-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. ALC 15001.3 FL12194-R6 6of8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed through the rafter 12-inch o.c. securing each panel One (1) min 1.75-inch anchored to ga.1/4-inch crown into the end of the lap One (1) 18 ga.''%- x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg batten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ringin pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga, One (1) min. 1.75-inch anchored to ga.1l4-inch crown into the end of the securing each panel inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. 53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION ALUMINUM COILS, INC Soffits Appendix B Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min 3/8" head dia. nail with min. 1'W" 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 I- FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n'' `, SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4' DIAMOND PATTERN L ; D ETAI LCROWNSTAPLES USING A DIAMOND ` /r BETWEEN STAKES i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILr: STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. C NAILING FLANGE UP OR 3/4' X 1 /4' DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj 3/sT ^'' ` SOFFIT STAPLE GIST I DIAMOND DETAIL PATTERN FACIA BOARD 1 vw YETVECNi STAPLES / 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4" X 1/4' CROWNFACIA 8' 1NEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER jTRIMMLPscrewedtosoffitPAINTEDone(1) #8 x S.S. 48withFASCIACAP 1/2" x 3/8" head diameter screw, O.C. 3/4' X 1/4' 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAIL FASCIA BOARO PAINTEU 16. FASCIA CAP SOFFIT 1'CROWN STAPLE OPEN RAFTER FASCIA BOARD 116A S/E' i4ax 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA OETAIL F' CHANNEL SOFFIT: MAX. 16- SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 1;44" 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 W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' X 1/4' ` El DETAILCROWNSTAPLES yUSINGADIAMOND r Etv/ / STAPLES PATTERN FACIA BOARD / FASCIA CAP 16F-4 3/4' X 1/4' CROWNjTRIMMLFACIA BOARD 1STAPLEWONCENTER 1-3/4' TRIM NAIL PCHANNELCANBEPAINTEDS.S. 48" INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOODSO SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I'CROWN STAPLE OPEN RAFTER FASCIA BOARD I"xj' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo FASCIA CAP; REFER / \ TO SOFFIT 1 FASCIA 3„ F' CHANNEL DETAIL 3/8'1ISOFFIT; MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 7of12 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 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 V i K \` SOFFIT STAPLE DIAMOND PATTERN j -1 ;DETAIL FACIA BOARD 1 ve' ETVEd// STAPLCS / AACIA CAP 3/4- X 1/4- CROWN STAPLE "a' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 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 J' TRIM NAIL FASCIA BOAR0 PAINTED S.S. I - STAPLES - CROWN CAPFASCIA SOFFIT USING A DIAMOND PATTERN; REFER TO I' 'CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1.4- CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with ane TO Ring Shank Nail at every Rafter I W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14" SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'r1' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 111 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1'.2' sYP Batten Anchored to SOFFIT; MAX. 21L' F-CHANNEL Rafters with one Td Ring Shank Nail at every RafterWOODSUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD 14GA i' T-NAILS PAINTED S.S. FASCIA CAP SOFFIT 1'at' CROWN STAPLE I J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1-,4" CROWN STAPLE FASCIA (AP; REFER TO SOFFIT i FASCIA DETAIL ominal I'x2' SYP Batten Anchored to SOFFIT; MAX. 26' F-CNANNEL Rafters with ona 7d 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 I }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED I-x}' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I }' TRIM NA0. DETAILPAINTEDS.S. 24J 8r CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT I FASCIA oo DETAIL / Nominal 1' x 2' SVP battens B \ scabbed between 11)7d and SOFFIT; MAX. 24' I j/B' 1-CHANNEL securetl wvh one (t) 7tl ring shank nall straight-na ied through the rafter Into the end WOOD SUBSTRATE of the batten ortwo (2)70 \ / nng stunk nags toe -nailed on either side of the battenn at the battentrafler 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,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hofft Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 5 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8. 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 Enclosed 4 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 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) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 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 Enclosed 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 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 ALC150013 3/4" r 1/8" HEM 15/8" i T 7 3/4" 3/8- FL12194-R6 ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D e1of4 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 S 3/4" 7/8" 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 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 25' TYP O.I iS TYP 18' BLANK 3 / 8 PROFILE 2.175' REF aoo ooaoa aaoo 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" 3/8" 13.75" BLANK 3/8" PROFILE 7 17Y REF o so• nP o s• trP o 1xs•rrP 000ao 0000 0000a 0000 000ao oaaa 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 Am BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear. db Product Approval USER: Public User Product Approval Menu > Product or AoDlication Search > Application List > Application Detail FL # F1.5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Certain'Teed 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. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email 00 Category Roofing 1% Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 96 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By lgWjrrjff_'" AL400 1 - 411111115COMIMR1104-1,111-T-Ii Standard ASTM D3161 ASTM D3462 ASTM D7158 Sections from the Code Product Approval Method Method I Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%2OBuilding%2OCode%200nline.html Year 2016 2010 2011 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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 4SS.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 Iicen! under Chapter 455, F.S., please dick harp`. Product Approval Accepts: M®®z' file:N/C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 `rTrinitylERD 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: stlpttgrrrz,,, — OF.; a; Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OG4 ANE1983 ..•.,, va ,,. • The facsimile seal appearing was authorized by Robert Nieminen, P.E on 09/05/2017. This does not serve as an eiectronK IIV signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l 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 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. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 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 UL LLC ( 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 3532.09.05-1113 Certificate of Authoritotion a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20m, XTTM 25, XT'" 30 and X" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaTM', Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark' Pro, Landmark'" Premium, Landmark'" TL, Landmark" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shake^' IR, Presidential Shake TL' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras', Highland Slate"' and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar CrestTM 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 (Vul, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLm Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.,d = 150 mph (Vah = 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 (Vait = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 3 of 12 TRINITYJERD 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 611320-3, 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 manufacturers 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 CT2 0'" , XT'" 25 XTi: 30q1, `" LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" t-( 305 mm)-}--(305 n -(305 mm)-{ ( 25 mm) Selane 1"(25 mm) 5 5/a" (145m5r/2"tor Abtw P(aM T METRIC 1311a" 131/e" 131/e" 1"(25mm) — Sealant 1"(25mm)-{ - 6 rre" T Figure 11-3:Usejournailsforetv7ji fsbingla. Use four nails and six spots of asphalt roofing cement* for erery full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 7}pe II Is suggested. Rooting Cement Apply 1" (25 mn) spots of asphalt roofing cement under each tab corner. Figure 11 -4. Use four nails and sir spots q%aspball MnenI on sleep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20T", X1` 25, XT^' 30, XT'" 30 IR: Cut Shingles 1"- .{ + 2"(50mm) --Remove25mm)UI 1MEO 1 y12Cap3 m) Shingle Figure 11-24. Oil labs, than trine back to make cap shingles Bnglisb dimensions sbourn). 5 12'(305mm)F 125 Sides V, `5 e{a' show 115 {2 ov N°jpOd P l Figure 11-25. Installation q f vaps along the hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3T"" adhesive or Henkel "PL• Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate of Authorization n9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 QOTRINFYIERD 6.5 ARCADIAr"" .,y, ,ti`°'i • ^ #' :} e.e; rT 'A % r'. LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for ev m hill shingle located ;ts shntrn helotu Use SIX nailsand FOUR spo(s of asphalt roofing cement for every' full shingle as shown below. Apply asphalt roofing eenten( 1'(25 mm) from edge of shingle. ary)halt roofing cement meeting ASrJ1 D 45S6 T1pe II is suggttsIed. 1' ( 25 mm) 1' (25 M) the Lire Nall Llrc-1' (25 Mn) 1' (25 mm) IjLL L—L Figure I Use si.r nails for every fi l sbing/e. Uo G Fignro 3: Use sir nails cord jrrrr spots of aspbalt roofing cement on steep .slopes. 6. 5.1 Hip & Ridge for Arcadia—: Cedar CrestTM, Cedar Crest' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8. I 12' fp3 - urs--1'(3pg mm) qZ % cml Hand - sealing adhesive 4" 1/ 4" 3/ 4" -- I 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 l TRINITYIERD 6.6 M rsF r : BELIVIONT® OR BELMONT* IR: 1,?k" + , i' - 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 i cement 1" (25mm) from edge of shingle. y 51Er (16 mm) P10mPO 00 o Additional mi13 if requited See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1' 000 0p 1' (25 rim) \- f(oofinp Cement 7 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: SbanRleo Ridge. 18, Exposure Remove tape from the fight side 1 ; g•` I and fasten SECOND Fasten theme left side 85/8/ RIGHT FIRST I LEFT Figure 17-19: Inslallallon ofS'bangle® Ridge sbingles on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NP1 "' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 6 of 12 QOTRINITYIERD 6.7 :CARRIAGE HOUSE'SHANGLE®'AN[),GRAND MANOR SHANG—'L'E LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for even' full Sh:mgle. f --(15 mm) (251.) 5B" B 5/B" 16 mm) (220 ram) Figure 17-4: ILm fite nails for etrry fedl Grand dlanor S6angle. Carriage House Sbangle. or Cenlennial.Slate. Ilse seven nails and three spots of asphalt roofing cement for every hill Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 nun) from edge of shingle Figure 17.5). Asphalt roofing cement meeting ASTM D4586 ape II is suggested. tto 25 mm) Roollnp Catoerd Frkum 17-5: When installing Grand ,Uanor Mangler on stop slnprs. use seven nails and lbree spots ofaspba/t roofing cement. 6.7.1 Hip Si Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 12" 1--(305 mm)-- --(375 mm)—--(305 mm)--{ 1 —1" (25 mm) Release Tape 1" (25 mm)- 1th" NailableT Area LANDMARK TL NorthGate: EEO, 10001 0:' F:NoM :0144 W3011 Figure 13.4: Use four nails for et'rp• ftdl sbingle. YODE NAILING 121 14 314' 12' 1AREA It (305 nun) -r (375 mm) — + (305 ram) -I 1 Naling Limp r~ + 1' (25 mm) / upper nal Inn owv nad Ina Nadhg areas for low and standard dopos (from 2:12 to 21:12) Nal bar~ upper & l7wer Ines as shown above. Exterior Research and Design, I.I.C. Certificate of Authorization n9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Evaluation Report 3532.09.05-R33 FLS444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for eceny Gil huninaied shingle. Sec bclo%v. asphalt roofing cement should meet STJ1 D4586 type II. Apple I' spots of asphah roofing cement uncle each corner and of about 12" to 13" in from each edge. METRIC DIMENSIONS 12"— 305 mm) dS,iV.C..Y Nail Area 1 For Sieep-T 25 mm) I---- 143/4"— —12" 375 mm) (305 mm) I"(25 mm)- IPaCP TanP I Roofing Cement STEEP SLOPE NAILING AREA I IN I" 25 mm. l TRINITY I ERD LANDMARK TL 131/2" 13" 131/2"— 343 mm) (330 mm) (343 mm) 1"(25 mm) 1 "(25 mm)- I I I Figure 13-5: Use six naps and four spots of aspbalt roofing cement on steep scopes NorthGate: 12' 14-314" 12' 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storm-Nalling" 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, LandmarkTM' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 97/S 305mm) I (250mm) 6' 6' 415/161--1--415/16 150mm) (150mm) I (125mm) I (125mm) iI Notch for Notch for Centering Centering 12' . i 131/4' 305mm) \ / I (337mm) \ / Notches for Align mer to Notches for Alignment to 5 the Top Edge of the Previous T the Top Edge of the Previous / 8' Cap for 5'(125mm)Exposure (18i m) Capfor5518'(141mm)Exposure (196 m) II LLL English Dimension Metric Dimension Shadow Ridge" Shadow Ridge - Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-R33 Certificate o/Authorizotion #9503 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/05/2017 Page 8 of 12 9 27/32' 250 mm)-{ f Centering Notch 13 1/4' 337 mm) \ Align these / retches to top edge of pfevlous course NorthGate Ridge T 7 5/r 194 mm) L 5. 025mm) QOTRINITYIERD 13 1/8" 333 mm)— 6 5/8'-I 6 5/8' 168 mm) 168 mm r Centering 131/V Notch i 1 337 mm) Align these notches to top edge of 7 5/8' 194 mm) previous course. NorthGate Accessory 12- 305mm) Laying Notch I I II I I figure t3-20.• Use krytng nok&s to center sbingl s on bips and ridges, and to Wate the correct exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1 "" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 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 ofAuthorlration #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 9 of 12 TRINITYJERD 7" :Mrf r!'1 R' TM;_ •• TM' r4•: Pk Y. :1`"1'lMiAi d.'i' TM TM, 6.9 ;PRESIDENTIAL SHAKE ,•PRESI[)ENTIALSHRKE , IR,':PRESIDENTIAL SHAKE TL , PRESIDENTIAL SOLARIS LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle tab. After applying j nalls in between the ratting guide lines, apply 4 nails I' Nailing 40" .I above tab cutouts maldng certain Labs of overh)tiig shingle corer nail-, Guide Lines (1016 min) 13 f4' — 133 n)m) 14 1/4" 1 1/2' 38 mm) (362 mm) ri V T NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening £racldenlial and Presidential TL Shake 1' diameter asphalt tooling cement shingles on logo and standard slope& Figure 16-7: Fastening Prosidenfial and Phside lial T/L Shake sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake'" IR, Presidential Shake TL'", Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL Is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "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 CrestTM' IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: r( 3 r0"— —9-- 230 mm)(230 mm) I,. I.. 1--(25 MM) _ _ (25 mm)_-1 - 9.. 9 3111" 240 mm) rirem /S- i. nwenieg narrems shhW v ou •verp Mopes For steep slopes, tax• fire mails and eight spas of asphalt roofing figure 15-3, rnslening llanrms.Phhn&s on cement for each [till Ilaucrts shingle as sham abut&. Apply I' Lair anal A7rtuAard,Vopes (LSmm) diameter slats of roofing cement (ASMI n 45861)pe II For loo• and standard loltes• use Gar nails for arch fug suggested) under rach tab corner. Press shingle Into place; do not Ilauems shingle as shown abase. impose cement. CAlrrrtON: Tao much roofing cement ran cattle shltigles to blister. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 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 tt t Figure 15-14: 18 !brew -piece units separate to mike 54 Hatteras Accessory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9„— 230 mm) I I I 18,r 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20: Crlt Hatteras sbingles to make cover cap. QOTRINITYI ERD Eas\ems 8";- (460 fll)— gosh a 203 rnfn) u 93 t\Z0.0 Cn Figure I5-21: Installation of caps along bips and rid,! s 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP311" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Mien -()Ws requint s+X (rel (tw= instdw ow cuter aMW as Nava). Figure 11.3: Use Fff nails for eaer}, NigL&nd gale shingle. STEEP SLOPE: Ilse FIVE nails and EIGIIT spots of asphalt roofing cemenr for each full Highland Slate shingle. For Miami -Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASDI D45S6 l pe II Is suggested. m MSIX.1a frpurn t•Ri ) aro mmt txwuh _ -• roa:w au crNr anal c rto.n) — — Roy Cemem Fig rra 11.3A: Ilse MW nails and eigbi spats ofasplydi roafrrg+ a7neni uruler eacb tab corner 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 3532.09.05-1113 Certificate of Authorization M9S03 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 TRINITY I ERD rear ,u'I' y,, . _ k•. ... i ,i i., .i6.12 `PATRIOT,, . ' s'' ' • ':'" 4' : . f;: s+ ": .. i ' ';;f LOW AND STANDARD SLOPE STEEP SLOPE list DOUR nails for c%vry full shingle locatedas show below. Saittnt bt2 F 25mm) 1'(Z5.-r..i--; 156 mm) t I— 1}1,S --f— 13.1/8' --}-- 13-113' —{ Mrr,) 1333=4 (30-) USC fOUR nails :uld four slots of asph:dl roofing cement for every full shinyJc as shown helow. ,%sph:dI roofing cuncnl nu•cling Atifdl D45K0 I} fix II is stiEgo led. Apply 1'(25 nun) slxns of asphAl rr"tfing ccnlcnl : to shown. CAU11ON: Fxcmive use of roufuig cc•Ittenl can cause shingles to blister. 156am) I T Roallnq trm nl 6. 12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest'", Cedar Crest' IR, Shadow Ridge", NorthGate or Shangle RidgeTM' 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 611320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online ORIp p o pTx:iM pFllgtrsl-sProfessional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications FBC Staff I BCIS Site Map I Unks I Sean IFI rrr111da r OR Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application list > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 r . Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden j Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online 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 or rroaucis 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 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 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 tI 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 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eva[ Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 12328.5 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hfti)://www.tamko.com Quality Assurance: UL LLC (CUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 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 TAMKOO Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, Flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMK0@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO®TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® 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 TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® 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 TAMKOB No. 15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKOm No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKO(& TW Underlayment Y Y N N N N TAMKO(b TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES 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. Q'.•C•E•N3F . S '. No 74021 STATE OF :•[J 10T• AP P ••_: C O R %• O• CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 http.//www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type 11 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 ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKM 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 TAMKOO No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 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 TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOG 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 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinos: 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 TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO(9 No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-138 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced In the referenced documents submitted by the named manufacturer. tt11t1I11111, G PRY R. • p11i., Q-•.•,\G•E NSF No 74021 ' X= 0'.•• STATE OF OP'•\ CAS; • • . O R 1• .. S,"0 N Al ``,, 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. 1 /2/2018 Florida Building Code Online Business 8 Profes Tonal Regulation BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Fads I Publications I FBC Staff I BCIS Site Map I Links I Sear. d M Qub Product Approval USER: Public User 4xv, _ Product Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By 1 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=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%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 13792.1 1135 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. 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.Ddf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports f1 3792.2 1 730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes 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 lI Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.Dd1 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.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 1S-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.Ddf Created by Independent Third Party: Yes Baacck NVelt. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI,Orr4DE MIAMI-DADE COUNTY r 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 perfonnance 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 Miatni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AWA_ 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 I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 R W w W 511MMMMM l11 700 SERIES LOUVERED ROOF VENT R W w W 511MMMMM l11 700 SERIES LOUVERED ROOF VENT DETAIL B I 20,al 15.33 j gig 1 11,00 16LO - I 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMI-DAD; couNTY 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 750-S SERIES LOUVERED ROOF VENT 91 4,1?1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 27 LZ DETAIL D 2?.dC] 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE fl NOA No.: 16-0510.28 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, M[AM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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 tneet 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 tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL CateQOrV: 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 Auency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1''A from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 4 1 M M m MMM-'MM i 700 SERIES LOUVERED ROOF VENT 4 1 M M m MMM-'MM i 700 SERIES LOUVERED ROOF VENT 15,33: DETAIL B 11.()04 16LO 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAWDAD, COUNTY Expiration Date:- 0510. 2 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 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 6 27 2S f I I 15: a 3, DETAIL D 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 MIAMI, MIAMI-DADE COUNTY M. 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.i!ov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28AZA- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: 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" 'fAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 t -02-01 TAS L00(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/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 41 7 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 NO= 700 SERIES LOUVERED ROOF VENT NO= 700 SERIES LOUVERED ROOF VENT 203.11 b 5.33 DETAIL B I--11,E 16.00 --- --- 750 SERIES LOUVERED ROOF VENT 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 NAs•rENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETA[L C 1 1. 16.E ill 750-5 SERIES LOUVERED ROOF VENT u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 91 I k I 23.0a 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMI•DAD; COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 M••="'k 3'^`_-``v>'(. fr%, -C- . i y;:..L.+, r'rf w.'-'t y.<R ^`.: . 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Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category - Subcategory Compliance Method Certlficatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-.CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cpa rrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced- as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2014 TMS 402 2016 Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Productsr i 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.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.ndf FL158 R10 II NOA 17-0821.19.adf VeriFled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Caclr rlort Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-3824 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 record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts:. ah— Credit Card Safe P'iI/o1MI-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l i 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wryw.mistmidade.zov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the 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: (Cost -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 expiation date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIAMI AD DE COUNTY Expiration Date: 09/1.1/2018tlr Approval Date: 09/28/2017 0 l Z 8/7,1 J7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTAII E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.K. 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 4stent'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., datedMa•ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Muni -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. I d zze:: , =, eimy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing X6. 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. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 614-0903.03 A. DRAWINGS 1. Drmt,ing 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. C--l' 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 r i yi r.rLr•!•fLr 1R Tl i ILSI 41'' SOLID LINTEL nATA TARTF 11?IIiR rr;+ii hrta rEtr.:Eiaa ti>ilt3ltLLS:ill ti F FiirF31:711L'.i SC i r>ro>R Ic1i R" PIZFCART U—LINTEL DATA TABLE C ii G('r I riY'rt 1 II 4iii1• T]i= WD1=f1®17LfO ri5C3r[:[•F_7tllr>rlLT J[SCIt<rt7lFLJlSCS<aWL1lt• aor r/nrrui:ar,ac';mr avL Qm3cu17PIMMMULIWE r¢v1ro7rif si'LI rd! Jrar•9rfvTf" M3T!RlnaatrJa!! 7SirfG90 ossa*ns rna:irsastar rrzar tAMOtL2Z' rra f{Y.+y[7CFlF.II7rFJIC01rrx"nt;TTtrrt r:".TrASF9rr\ mlf.7 R67n r[aralt*-e?Ti.IM12 nI mr2LI i:!rFTSiFg9fz7rrrwFmomrrr•nr rFrlT T.1lrtir'ur:r arasoWalr2m RIGyRO® fi'L'fiQiT1_ mCyrf2r+i Dit mmu i0 19" PRFCART U-LINTEL DATA TABLE r®r»nre v r vno rsrc ru,I3t o vr Ittlrrr vL r tfltyl..,., u r=.,,,.,r:aourr/A., Lra r L+a Ei li1:31f 1 \ T+„ 1t]C1iD iLIG'i V/!tf i1CSi[•lU,MIFE-11 s CLSS 140 s-.c r nrr>srts-liv rr i r' JUMP o CL'• ratn Ar r•*. rFl1 7 Cdi ILr._ m O fFd9[vTrlEl[k17rkL9JIFdt 12LL:* IFd.IiCiSGt1• iifGSiQFEI r:J2 rE1T_:."'1:OQ]t rlf.L' mG•li!]i O fFr l tnar ar f•.tmclrr uarrtle lrtr o I>Irlfra rm trsEs•auarra-,raseyrNAM-, jU=A eaT I,..rer ucAto ff vrs>Sae ar as ImcSlrrre.rr:Io argmi to ur,rrla ss a u i E ii 7LLJ•iiat'Y>A VLtIDOdiCALYd Fry f lf i rtart.:.esescu+ve r_..Ir. vao yl]C>•CY.•/1:V:1LfIJ•r1+S:1llGrVt1 s11f.\i>• YSIrl7QL• 'rrr' ti`Il:i'.W[l7]Vtti dCiLtir7Lla>• A.n rra 1\arvrrnrLarr.Iuu:ey1/es T.nrcrrwr\t rsr_.aca-ar1•Tarnr.tT=r}}nrzsra+ zrma-lss rrv ri^•i[iC,CH l:Y/r A\'. " Q•'Sif277 C1S O m •a^ TYPE •A• STIRF b" k I2" PRECAST LINTEL REINFORCING. CAGE FABRICATION MODEL Im MIOrLITARf ATWILCVtOs isrRPRD%Uw m UM MMMAL R 6 rtm=3 rr CO Vow U" A1ID cGobi c[ —Vow CA =11aw C0 mmom Art rocs wMN Cansam CAsr-MILT[ %M% tom. L tcravoWWA .1EW 7/32 W ATM "M V% r.. rm A taut , tmnat sTaDia.7i 1 m It tuts Intf" - met m OAAC m At1 I N11 L MM 1K T*TU MIU f r=M %o2=1 -U WMD WAM titLrnteatlt ucin r.. 1ow rG rot ILL 1 on 40 u 1101 n= UCH nC m Q KUKrM 4 CAM M tLJVLL - M. aI rATLAA LQa1MA M1 - ]000 M talc 4 I>w WIGS 201 t YoTMAWaR= • rAWWAMM n r40O L trTICII win C"tt K faR IACt OWE N= to n rM 1RIt nC1 o town r= Etc" m G YN PRODULTRUMM G • C E N • popf .& tiro Flo! Acmpmcc No -081. 40 PRODUCT RL+VIS(10 Pam' oai)o mclr)ULI"CuOtiMMid, c "• t.- , CRAIGPARAINO p cacm T s•.ORVD--*. , W24CR579 FL 33%4ONAL ,,,,% + FiPE Laic. No 4756 m13 PRECAST AND PRESTRESSED LINTEL DETAILS mr mr, numi-1/ I CAM R: im Uum I 3CAIL As 39M c GENERAL NOT q udeddc r. r i 12'7O0c0 dpd•rkd 0G= ps/e egal fconvsM oosoay mY (GWATIIA f90Mdinm'at aa mEwmw W 00 1 00 Fd Tabor Fa AS1H A515 CrM. 80 uamxMMtyp wASIM 0210 47 Y w 5 As I vaFlyp 5di bada fa On'd b Im ppa N0. 1IUD Izm aml b. MUCed by 20% a Madnp MOilh men • 1/2 bchm 3) PratMo la7 meta bd and head tomb. 4) lb6 amber In pardheab 4aTcoln W Peraol radta:Gm fa gmdo 40 Todd a•dsd rdr. } 9I/ 4R + 142a ed)l1w - t42Epp 5) A I&A meal u eased 360 delIME1aoLkt .Uatu data anau14/i TddkdMa bW Un b Wed to M ava meaGq W fMda 6 1 Cade S"r- 16043.1 ae d) blwn coed WA u seyaY.L ad latab to b. L-- k r/ { S amin hat.W aA 5' 6m&,4w rergrd 5) 1"1afa0m/dtodmnal d retd Wool no* SM lee thRcc6.•ra1 aad/ar abrchvd decaaeds. the do19w cod• rabcia annnWted bob I= W ado bad ICU- try cdai*WgCLma]mrm cLgbgn o t Doll ah•a of 4-OM UA cd 10) HA Hd RaW II) bad a roW addW reba b ba Lx ted d Us ball m ci W Sald a*. I?) 6' n 12' lAb! an mamd= aalh 5-I/Y bog aotcb" d co ands b nm-dda raI1W cel npadq Ind ff1aAn4 13) TLa alma mdow •1 MAU kde4d b IA Au aonucb comma *aN a aobFg d staxv oppbd b •cmd•aa tfAh AS01 C-02• a M. 14) lWcb ballad rib wlicd fa+ariH rc vpQl) N herimakl OalwOCalladl•dd w dr6ad la a,. wilhY ModnY >dIA w rl agog. kow vww Mad + *w h tj.W teed 5 1.0 Sa. T." bw W. barhaatal Mad I* Fa wpoas rind b*W rA alma m aa4 I.W Inm Ded bau hd;M aSnm. Is) Far Will blglb. not Amt. m• wb boll Irom eed Wtpd MnpLS 64- 17) 5da body m apalnpod alv.a.`1a foada. In) Sda bode bard m r•Qad dadgo scw '3b pu Aa 530 aide A13 316 IY) d Mt dbd m3 (by K-MqWWMMcbbmUwUidd. Sc. dutcb rkk oddltta•a1 rm.1500poi 1 SEE SAFE LATERAL LOAD TA M FOR LOAD RAia1G FOR FAC1i ADDMOWL REaFORCED Cuu (Rwyy;,1ti RRL COURSEw. L 1 5 RON FOR O' LNELS 1/2' C.R TYP 1 S ROM FOR 12' UNTELS K•' GR40 or GRBO 1 mortUCTRHVISOD BLAB 6F8 as c.A*a with the F1nrlde d °aii°f•/B n n I IuJ ITraEDEscNAnoN F. nsu to com/o-ufelm ®y p 1 1 tuarr a eax a Caol w o tA7r 12 16-2B/2T WM I=. J L. aP p OrY.'L •faM bN N Ia Qp IfS piCaallf) Ial IY' IaaIli • 0) a aa IR r 61ma f•±. Jet:. —era 4S8 mar FM <. •+ G 4 i s N ar s LOW mra r lawrtlf 1s 12' HDIIIHAL VADTH Ti: 6F32 6F28 6F12 6F24 CA.ST( .R ETE SAFE LOADS FOR 4" SOLID LINTELS Cg41T• GRAVITY TYPE LENG: Fi 4S8 3'-6' (421 PRECAST 1180 4'--0' (481 PRECAST 959 4'-6' (541 PRECAST 789 5'-10'(70' PRECAST 460 6'--6- (7n PRECAST 360 7'-r (9n PRECAST 260 9'-4' (112') PRECAST 156 10'-6' (12n PRECAST 116 12U8 4-1.4041" UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-6' (421 PRECAST 687 371 4'-O' (481 PRECAST 597 320 4'-6' (54' PRECAST 529 258 5'-10' (7n PRECAST 407 148 8'-6' (787 PRECAST 366 118 7'-e (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-6' (126' PRECAST 152 43 12FB 121`12 121`16 r,'Jv! 12F24 w 12F20 PRDDUCTRRVISIiD m mmF13+.C"ilh Ih, Fl.,ub Idulldinl Cbda AmepLM. No -0 0 . aj1@lmlbnDv. e 40R 41 W4CUC, R579 /8 6F20 'q`;1S'0ONZ Na J SEFFNEFl 3358q CAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES nu IIINr: 0{LAS-14 07.kM m JRWI AtlUaD SGIL• --- -ACTS REr, I10. 4t7m I OIA)10M,.M. LU612 SKU I OF dl SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS i4efri SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 UB-18 61`12-1116F16-181920-IB 6F24-18 6F28-18 SF72-IB 3'-6- (421 PRECAST 2332 2678 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8291• 9357 4'-6' (54' PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 8297 8225or 6'-6' (781 PRECAST 949 1D78 1831 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 772 883 1459 2188 3151 4524 5654r37479'-4- (112' PRECAST 584 660 1056 1523 2084 2785 3731 I0'-6'(126j PRECAST 503 566 895 1270 1706 2236 2898PRECAST4575138051133150719522492 12'-0%144' PRECAST 425 477 744 1042 1377 1769 2238 1 28M 13'-4-(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0-(16B' PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4'(20n PRECAST NA 299 1 455 1 620 794 985 1198 1437 J) THE NUl48ER5 IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 1 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FAR An PRFCART 11.11NTFI8 4mr-4-M BATE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-B' (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' (90' PRECAST 222 387 116 9'-4- (112' PRECAST 173 352 74 10'-6'(1261 PRECAST 1,91 276 58 11'-4-(136) PRECAST 139 311 49 12'-O' (1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0'(1881 PRECAST 111 202 32 17'-4' (20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4—T14-m" SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-1T 6F12-17 61`16-1T 4F20-17 U24-IT 6F2B-IT 6F32-IT S-6' (42) PRECAST 1412 2074 2715 3356 3997 46M 5279 4'-0' (481 PRECAST 1225 1B00 2357 2913 3470 4027 4583 4'-6- (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 V-10'(701 PRECAST 831 1222 16DO 1979 2357 273B 3114 6'-6' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-6- (901 PRECAST 648 863 1249 1544 v0 1840 2135 2431 9'-4- (112' PRECAST 575 571 980 1252 1492 1732 15 1972 101-6-(12n PRECAST 514 462 787 1121 133 1551 15 1766 11'-4-(136' PRECAST 474 404 885 985 1213 1442 rg 1645 12'-0'(1441 PRECAST 454 357f0 619 888 tA 1093 1299 1506 13'-4-(1601 PRECAST 402 308 516 736 906 rp 1078 1247 14'-0'(1681 PRECAST 358 285Do 475 A 877 832 989 1145 17'-4' (2081 PRECAST 253 208 335J 476 Is, 585 rall 593 803 U) THE NWBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 MELD ADDED REM. SEE CENTRAL NOTE NO. 4 PRODUCF REVISED m em"14 f 8 wilh lb- 1`101tda 8olldfM Ou& Mscpm xc No O 9 2 i nDmu / 8 ey h •Lml D u Ca urot PRODUCFRRVWSD Buf1 OZ.wIN It" no,jy Aco ,,of¢o OS.pjrW tioo RvoZ BIP' 18COPARRLYO4R"e"' Mao, 7ZONAL' SEFFNER FL 38tt''sW FL.P.E.1.1C N0.44759 m-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES w am. amms-14 OWN m a own I SCUD R1.3 DASD 4/24/m 0 m: LIMO Pam .L - ACC. W. 4mi 1 DIAtl4im, LTNII SIRA I OF 7 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4C"ff+f" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12F6-29 IV12-29 12FIO IV70-20 12174-78 121116-29 12F32-28 Y-6' (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14433 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 5234 8487 11050 12755 14434, V-6' (781 PRECAST 13M 1986 2879 4198 6421 1OD32 12755 4438, 7'-6- (901 PRECAST 1138 162B 2131 3218 4676 6756 9763 M24.1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-B'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5532 11'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 MIS 4746 12'-0-(1441 PRECAST 458 578 1073 1513 2D20 2617 3333 4206 13'-4'(160' PRECAST 359 767 j 926 1 1294 1709 2188 2743 3409414 14'-0'(168') PRECAST 321 7200865 1204 1584 2017 2451 3106 Ir-4'(2081 PRECAST KR. 451 631 Bu 11410 14280 1750 2102 19'.4'(2321 PRECAST KR. 3431477 j 700 925 1152 1380 1609 U) THE MR®OS 04 PAMME95 ARE PUIEDIT RE MMIS FOR MWE 40 FIELD ADDED RMNL SEE GE U& ROLE N0. 4 WE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4-4_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12RU6 12166-21) 12M041 12Rf16- 12T6'T!- IM23 t2RFJ0 2 4'-4' (521 PRECAST 25M 2942 5468 9640 11669 13679 15M 4'-8" (54') PRECAST 2319 2740 5468 r7584 9640 II659 13879 15M 5'-8' (B87 PRECAST 1347 1841 3555 9640 11669 13679 1561%, 5'-IO'(70j PRECAST 12H 1758 3361 9358 11669 13679 1567 6'-8' (801 PRECAST 924 1450 26M 4416 6834 1 OYNN, 12573,1480(( 7'-B' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 1132R 9'-8- (1167 PRECAST 389 943 1451 2157 3203 4427 5417 6380 C, SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU 3'-V (421 PRECAST 1295 4841 393 4'-0' (48' PRECAST 1295 4841 299 4'-6- (541 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-6' (781 PRECAST 579 2187 12340,, 7'-8' (90' PRECAST 474 1771 914 9'-4- (1In PRECAST 355 1326 58 10'-6'(I261 PRECAST 306 1143 454, 11'-4'(136") PRECAST 278 1041 38 12'-O'(1441 PRECAST 260 1 971 34504 13'-4-(160' PRECAST 229 1657 278 14'-0'(168`) PRECAST 216 809 2510 17'-4'(208") PRESTRESSED N.R. 633 16 19'-4'(23n PRESTRESSED N.R. 534 130 3CG UUVJOR PIVIC 10 SAFE LATERAL LOADS FOR 12' PRECAST wl2" RECESS DOOR LIAINTEL6 C SAFELOAD PLF LENGTH TMPE 12RU 12RFG RCMU, 4'- 4' (52' PRECAST 1295 3692 25 4'- B'. (54' PRECAST 1213 3458 2417 5' 4' (681 PRECAST 784 2236 16 5'- 10'(701 PRECAST 747 2129 155 V- 8' (801 PRECAST 602 1716 117 7'- V (901 PRECAST 504 1438 914P4 9'- 8' (1161 PRECAST 355 10114 9, 4cMM. 4w m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R1-21 MIMI! 12FIB-2T 2F28-2i 12n4-1T 2T 12F32-2T Y- 6' (421 PRECAST 2752 4287 5613 S38 1 8264 95M 10915 4'- 0' (48') PRECAST 23M 3721 4872 6D23 7174 8325 9477 4'- 6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10-(70' PRECAST 1623 2527 3310 4092 4575 5658 6441 6'- V (781 PRECAST 1444 2269 2972 3675 4378 5D51 5784 7 - 6' (90') PRECAST 12570 1767 3194 MOB q 4417 5028 9'- 4' (112') PRECAST 1028 1171 2006 2590 3087 35B3 4019 ca 10'- 6'(121r) PRECAST 920 117 tm 1112 2281 2164 3209 3853 11'- 4-(1361 PRECAST 858 aq 829 1404 1982 2441 29D2,j 3384 12'- 0'(144' PRECAST 814C, 753 1269 1788 1201V 2618 3032 IY- 4-(16D') PRECAST 678 633 1051 kb1485(9 1828 2169 2513 14'- 0-(168-) PRECAST 622 0 586 974 1365 1679 1993 2309 19 17'- 4"(20BI PRECAST 434 V. 427 M 695 964 1182 1402, 1623 IV- 4'(2321 PRMhST 366 ou 3700, 593 817 1002 1187 1372 1) THE RMERS IN R1900TESIS ARE MUK REMETm16 FOR MADE 40 FEU AMM RE4WE SEE GM M NOT NR 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4CwsR+ 4_= SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TMPE 120-21 121F19-2 12AF14- 12RFIB-2 121622- YlRf16- 12RF30- 4'- 4- (52') PRECAST 1626 26M 3746 4806 5867 6928 7939 4'- e (54' PRECAST 1558 2552 3602 4823 5643 66M 7684 5'- B' (68' PRECAST 1210 2042 2850 36M 4456 5273 6081 5'- 10'(701 PRECAST 1173 1954 m 2769 3553 43M 5123 5908 . 6'- 8' (801 PRECAST 10201 1538 2426 3114 3802 4489 5177 7'- 6' (901 PRECAST 904 1226 2183 2776 3390 4003 d 4617 9 8' (1161 PRECAST 703,4 771 1472 2181 2663 3145 3528 d THE M MEIS IN MRf10u« ARE F7DWff R®II M FOR ' SEE GENERAL NOTE 1IRN9f1S RENM6S M PAARErEAEMRE=M S fGR GRADE 45 FIELD AMED RMK SEE Gil & NOTE YG. 4 G . • • E N,S 40 FIELD ADDED FnVt SEE GUM ME R0. 4 PROD1JCr 6.9d nPMSED d;e, 447 G+u>dlaa lhy-C82./.I8 8 R P\.• r. I' aaaol CMG PAI' M9D 0' SEE GENERAL NOTES - SHEET 1 OF 3 R& 33584 L pE4118sAU[9AI1r758 DES#0N AEISM]N .. w Its" PRODUCT ELHV = M odYF dIh Dnl4orfJa Ac PIlmm No 0 0 03 E+p5ctbo DateDEONsA8F doa ConuM -- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES DIE un 06mm4 ORATIR 4TI am MU'JD rim ET.S. fn SIEE1 3 at 3 M I AM I•DADE MTANIT-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REP.) It 805 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) 1vww.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 Slaving Jurisdiction AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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 revolve this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. Malcar, P.E., M.S. 1 //% NOA No. 17-0821.19 MIAMI DrmE COUNTY ' " Expiration Date: 05/21/2022 Iffaw1 bq / Zgl2o / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet I 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 I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations 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 #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certf ed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125196 for 43 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 01128/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for 95 rebar by Birmingham Steel Corp. 60fmy 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 984-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine 111.1ade 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 42 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. tl, g. dc, L Xelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., 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 L-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTB ER L 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 1V16dels, total of (8) concrete lintel specimens, per ASTM E-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 Alliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 17 Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST 1 PRESTRESSED CONCRETE r:,t;' yT ry f' .%.)W=''F=t 21`S,""t`' 1 r.tpA g •-c_r.'1t tF"•7''• T"--' y qr L r r•. II III' \ y., II I TYPE "A" STIRRUPS + VsT32"f BAR "+ U2RUPS 6 1 - B LN STl RRU P LS PRESTRESSED U- 7/32'0 BA STIRRUPS TYPE 'Er' STIRRUPS M SCAM R.,i 1 IIt1i:Titl u7Gtetl:tlaa•1t:1 L1L'7 fm 7( ElOimm" UM Dc L.SI[LL9i iQ1 0fE5CtilmmFlFW.'J[ICSi Df3:5i IL]rY+r[l1FiG>;0 6ACtIt 7fOF7 L' 111G']t ticcL7mGcafQ]E>aA,•f iIGYf31Z1fr1l7Dt7.lZ`.1If ti D6.:S7[I]a![lQl6.li0 mori 1v 8" PRECAST W1 7" RECESS DOOR U—LINTEL DATA TABLE L.• 1,.SI•tf-F Ti1 t•—y'Cil.'I it:I!r.t„..Y 1 iLYt-v1.Tii 6tl.Yi ff5fi F7ffl:'a[tLrrSlT r 7FJ ES6I5147L1ttL W=_AM2il7Cf/[ f<IGJl.it<7GSi[I•:i1fi1'1>•Frs Y iF'i171.Z1ifT i'7\l1'ir.•!'••':'LT,'Li1'L'[/tYL::i1u©Qtt iG•yf.7 ii[JCYIE'rllCil'aMLill:::lRI!R•l.^71tf.'i't. C rrJQtt! m"wjm-Af.lmw fibCLl:3:JIRK'E!Yl Jdilill tt7 aF Tv, •ifmO A a'uiY p.A L.10 • - i• is GLtr, tCGc+ ^ IMtA R OAGLLm CAGE FAYRIUTION 1100E •- nz a'w ate' LL A a ou zoZL 7 , PRfSTRESSEO IWEL ArNFURWHa G•GE FA5@WMH 9 R" PRFCAST U—LINTEL DATA TABLE rTr r.>t•rrc•Lt 1r:ri.Tsrr i T' titi ii'i i Iratl;I:aI,1.1t EsJ'rtllt frairr= I,carmo f G fE fU;i>•f' YSlSi tf L3E7Q'i!©L!O e f320fUiEl•rFf,T! I.7ae:a aF 1Y LiS.>ir;l[Jlncl. rjey uxsr pr21/DA JI]CA f:Llfi! 1QFYt[ 31•[!t!L'ifLls+S'.L'lE1Cr• VlfL3.il]L'itliFL1R'1• T. Ff1Ea.'fRf-'T....S' 7D®ir'!JO i' d7 Ti1EL'>trl?Ii1C1iDc.li 5"irJa tf• S aSrLC>L•'•71•EI>1RLiTt pGLlir':l:L[SGrTiF7C'if l' ar,rsif®fTl...IfE JGEmra a rr>• f [ IStI f 1rGJ r rE.n m;f r'7..1 m ta fo p] Ti KIM i ltO iYr 11'.1l[IGItfl1GSO frm2FI© LM. lmi iirmpL7117C A7FJC3i0 71F74^. m ril l 1,3FtMW r&W_Q3 smd ujcu TW pftoMEGNT p00Rj lial; a ram= JN fR DM Ar"AYAL R D fAaFEL:= by CQFrK OIfT t.A,p Ate CAKW BE RAHfaa= as aRlta•DM L AEN NWO STEW 7/32 Wt ASUI AS101 K fi t, to7U TII TM UWM Of wWgr& AN li KMA9 tAAcl N Ai1R A.IIr•7/It om" limmo a cww m w"IW Most CWH oIAYOLt lflmf9 too-XAXVMX MtEFK3sma m of IIR ROILF=M GW 7M MUM 710. or 1. VV TJM 2. ASsl Malom f.. ,Sao ro Iat r R I•a6 SrAM 1L WRVi fm06# 0 to wn t'.. 00a PSI Fat All MAau rAeR tm par- W o almt UVv_.. L W raa®S Q fOl7fApfTIERC I1tFD m 3. UM fRnn= faRCA 070 1r. or TG OF carcm[ wv a USED u lm1 OT ersumm urm rj3sm=ata CAuf L s11pf111O; i faf'.tltauG Ta BUM 1WNo Um MARR iC M=S. L G EM,p•• y rnooucTacvls!D JlcBdLvAetttNazsc* d1laf o o3,Ai EqO L CRAM PARRLYO L• ' R Ilp/q 1. 6324 CA 579 fist a Leaud' G t4s .. l G`, P EKC. N 3w . ONAL_.FL.nML CAST—CRETE 8" LINTEL FABRICATION DETAILS Li=[ liaaaa:T Yr1b9t9t -- lJi - '?G . e n em ronnry in A m cmm m PRFCOST R PRFSTRESSEO U- JMTELS wsr acro' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 93-095-111 21`12-a ant-ry AM" aFTo- taR4M U1043 N-w 6Fz4-It mlo-im UM-15 N32-0e 95:11 3'-6' {42q PRECAST 2211 30M 3713 5147 8054 65M 10951 3M 4w5 61L1 a174 1D334 11602 4'-0' {4Bj PRECAST 1966 25t1 2731 3t10 MAI 70]4 5107 2593 45US af13 6974 IOJt4 I1a09 4'-0' (541 • PRE 1599 I969 2110 2171 4m 640D 1724 210 4375 4113 SM 10294 115065-4' 64 PRECAST 1217 1349143a 1919 3123 3636 4M 3010 5365 7547 7342 a73i 10127 5 -10- PRECAM1 I M 1173 1611 tom 2549 3a09 3470 1 n2t 4360 6a 7151 a= 6'-6' (781 PRECAST 908 2177 XII 3707 43LT 5911 2t77 3430 53SI R360 1619 1a73 M. 7-6' 90 PRECAST7 71S l 1721 1632 2205 205 3111 3155 1721 231 3a9t 5431 1461 ton 9'-4' (1127 PRECAST 554 11w 16W 2531 34a3 2815 33n 1245 Ia43 2564 3483 a AM 10'-6. 12Cf PRECAST6 / 6f0 1247 200 2777 2153 25H 10R IIM 2013 2781 U4 4154 it 1 PREGtST 362 1__ tt! Area tau 2423 3127 400a 45 1366 1846 20 3127 40M 12'-0. 144 PRECAST7 3370 573 Im 1654 2m no 3552 573 1254 1654 2193 5 3552 1e 1 PRECAST60 2961 765 1075 1423 Ia35 2310 2D03 1 755 fors 1425 1VA 2311 1351 0' I PRECAST2794 2 707 100t 1326 tw7 zt27 2670 703 1002 1323 IS97 2127 2400 14'-8' 17 PRESTRESSID N RNomGRNaNoHlt 1 7M 1370 111M 2245 2517 2712 84') PRESTRESSED NR. Iot 93 Kt 91 HR MR 6n 710 12W 1733 205 2320 1 MrS 17'-4-(2061 PRESTRESSED NR. HR MRMRMMRHit 1 up 300 s4a 950 IRa Iw9 1549 1 29n 19'-4' (23n PRESTRESSED N.A. 1fA f q xe 0 w1 RR RR 235 42D 750 1031 12R 1515 1716 21'-4' (Z561 PRESTRESSED HJZ let MR Ra lee tl9 1M 340 m 45 1114 1359 t40 22'-O' (264) PRESTRESSED Ng m r+9 tat m rat H5 1 31a G3o 7N 1017 1235 179! 24'-0'(269') PRESTRESSTD N.R. IR H6 h MR 179 250 L54 351 IM2 17i2 mteeen SAFE LATERAL LOADS FOR1:1 a AAA. SAFE LOAD PLF LENGTHTYPE 8U8 8F8 RCMMU 3'-6' (421' PRECAST 1025 1024 1698 4'-0" (481 PRECAST 765 763 1399 4'-6' .(541 PRECAST 592 591 1073 5'-4- (64j • PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 616 6'-6' (781 PRECAST 507 721 490 7-8' (90) PRECAST 424 534 363 9'-4- (1121 PRECAST 326 • 512 230 10'-6'(1267 PRECAST 2a4 I 401 180 11'-4'(UnPRECAST 260 1 452 1 154 12'-0-(1441 PRECAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'-e(1681 PRECAST 205 293 100 14'-6'(1761 PRESIRMED N.R. 2134 91 15-4'(16e) PRESIRESSED N.R. 259 83 17'-+'(208') PRESTRESSED N.R. 194 64 19'-4' (232) PRESTRESSED N. R. 140 52 21'-4%256 PRESTRESSD7 N.R. 125 42 22'-0-(264' PRESTRESSED N.R. 110 40 24'-O' (28n PRESTRESSED N.R. 91 33 vnFF I IPI IFT LOAns FOR fin PRECAST 6 PRESTRESSED U-LINTELS 4 4-4- . SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH AFa-R ao-n dF 2-17 arm-27 5%1-,T ens-21 6FtD-IT um-7r 6F24-I1` v24-2T 03-IT wm-2r sin I am -it 3-8' 4 PfiE6AST IM 2655 14 4394 51a3 am 70DI 150 nTl 1 3524 4394 5163 1 6132 M 4'-0' (48') PRECAST 13a3 1]05 3QME2323 0 5 0071 1315 2]W 3060 4570 5725 6071 4'-6' (54' FRfGAST 1207 2040 27w 4711 5373 r207 M40 2701 400 4711 5379 5-4' 64") PRECAST tole n 2276 M99 3961 4SU 1016 1715 2276 3399 3131 45M 5'-1D,(7t17 PRECAST to 15t7 3107 3620 41M cA 521 07 3620 033 6'-6- (78 PRECAST al5 14 I Mlj 37 WN in 1407 lase 2329 27M Sal 3n2 7'-6' (90' PRECAST R7 19 14'14 2025 242E 2527 3123 717 1214 1624 5 247a 2877 9'-4' (il2') PRECAST 5!I 70t Il3t 147E a15 2157 no. 531 an 1319 1843 im 2294 10'-6'(126') PRECAST 6 91a 1113 I<t1 1736 519 G95 1180 1472 b 1735co Z= 2348 11'-4'(136' PRECAST414 504 ' No 1037 1274 1513 175] 04 07 1042041 1372 IIC 0 131591 21a7 T2' 0' 144q PRECAST 4T0 45t n4 935 11 13 150 11 470 350 940 rW 1302 ft tMm IBIAMI 2075 13-4' 160 PRECAST Us 607 755 964 11u 132J 421. 400 710 all 11290 14144IrAd IW 14'-0' 1667 PREClS7 3a4 356 AM 124 tag 1034 1220 410 425 717 H IWO, use 1652 1107 14'-8'(1761 PRESTRESSED 23f 374 Mo 1 97aW ml oA 240 395 3 9a0 9. 13a3 Isis 1734 anj PRESTRESSo 224 313 at 677 1, 769 a 9i1 or ID54mi 23D 34a ate id Soso 1240 460w 15411ml 17'-4' (206 ] PRES!'RESSED 117 ffi3 10! 1 3 ml 192 308 a9t 71D 1FOX- Iv1D1 147J 19--4't232I PRESTRESSED Itl 221 by 3411 in 447 ant 547 ad 647 w 747 In 253 429 6Z3 tj 841 1059 277 21'-4-(25n PRESTRESSED t42 2a 01J97 393 it 460 cd Set m 142 2n 373 537 721 as 104a 22-D'(264' PRESTRLSSED 137 197 2" 379 462 545 CO 1N 223 m 513 in 663 911 24'-0' (,W) PRESTRESSED 124 In2u'/ 3 2 16 492 65) IV 1N IO2 319 475 6aa 757 81a j) T10: NUMBERS IN PARENTHESIS ARE PERCENT RfDl1CTM FOR GRADE 40 SEE GENERAL NOTE 140. 18 ON SIM 3 OF 3. 1) 1 FIELD ADDED REBAR. SEE GFNEFAL NOTE NO. 4 ON SKEET 3 OF 3. ROnU-ODUCTILENEWO)r p` 4 w complying ngh the Florid, n dimr-v PRODUCT'R13VISED -;Yt-8 Ou11e:,tchw W'Ik22 cytvu1,10 o22i•/r Mitmtl CLturol wean un1710 — SHEET 3 OF 3 i piw F Wit. 5 7W'. ARE PERCENT REIIUCTION5 MI WAIT, 4V CEHERAL NOTE HO. 4 ON MiM 3 OF 3. rRODUCIrPLEMBOD CRAIGPAFHNO ;•'/ v'• 6924CR679 t SEFFNER, R. 33604 yohinl F 4`' FLPEUC.N0.44766 I••r ' 1 1 AST—CRETE 8" LINTEL FABRICATION DETAILS n H otca+ m awe rum r.F.-193.721, ti7l4 stun mu to sFAu 7 t C¢a¢9 w 4.00 tumtl fL - tE6 90. 4Obl QArF rPAV" I DADS FOR S" PRECASTw12" RECESS DOUR U-UNTELS 14493141MITO SAFE LOAD - POUNDS PER LKEARFOOT TYPE LEN3TH 8RU6 09F6-W arl M1 I elSle-01 102126-00 f<63D- 06.1e VIO-fe W14-1 6RF16-I 021-t mll211-le W31HIS 4'-4' (527 PRECAST 1635 1749 Ms 329D 430 5421 1N93 7w 1e91 360 5M3 M9 8080 9479 10193 4'-S' (54'} PRECAST 1494 Mn30O 2997 SS6D 414e 924 4u1D4 175{ 3.1 5 6931 eD60 A479 IOe97 5'-8' (681 PRECAST 866 920 1770 1716 2277 MR 3402 3960 1167 24111 4557 O69 e0saIx 7917PSMU 5'-10°(70' PRETlST 810 e5Y Is" IWO 2114 2640 3t74 f 11J 2342 4242 fi0.1! 1/02 6 -8' (80') PRECAST 797 DDI 1e96 3120 5t14e 7747 9446 901 7tlS 3120 SW6 79)6 0479 7•-6•' (90 PRECAST 8b9 73s MO 2459 3776 3743 7239 765 149D 2459 377e 5743 9'-0' (116') PRECAST 411 4 Cos 15M 2253 3129 4091 62e 999 1585 2253 3121 4JW SAFE LATERAL LOADS FOR Poe AQT.19•e bVMVQQhn no t13 w',A SAFELOAD PLF LENGTH TYPE BRU8 8RF6 RCMU 4'- 4R (521 PRECAST 758 757 1164 4'- 6' (541 MAST 694 693 1073 5•- 8' (881 PRECAST 408 407 655 51- 10'(701 PRECAST 382 381 616 C- 8' (801 PRECAST 595 788 464 7'- 8' (901 PRECAST 609 674 383 9'- W (t 161 PRECAST 370 490 214 SAFE UPLIFT LOADS FOR B" PRECASTwl 2" RECESS DOOR U•LINTELS 4 P%T,4, a" YvSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6RF{- IT 61610-1 6614-I eRFl6-I IT 6AF76_ AUJO-11 WO- 21 aMC- W41-I 1RWIB- e1D'22- IR7F20-2T 61ITM-21 4,'. PRECAST 5to 7iss 13Q 30ss 3151 4445 6140 9D5 16M 2362 3DS6 3751 4445 6140 4,- ( / 1 607 71974 2n2 2939 3191 427s 4943 ee2 tW4 22n 7339 3W7 4' u17 8' ( 65) PREGASi 676 1 1797 2328 2e54 33e2 3311 V5 1469 1797 MU 1 2154 3762 3211 5'- 10` (70' PItEG15f Ms 1207 2773 M" 27i96% 1233927733eM96,- 8' (8n PRECAST 570 924. 7424 2e79 33A SM IOM t17452W 2429 2e79 329 7,.( 90„PREGIST506 742 2166 2337 206e 606 an 216e 667 21109'- 8'(116'PRECAST395 4i6 f540 149 2130 395 520 I ry0) I 2A10 1 2331 THE NUMERS W PARDnESIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE CEMMN. NOTE 18 f) THE NUMBERS IN PARMESIS ARE PERCENT REDUGIONS FOR GRADE 4D MD ADDED REBAR SEE GENERAL NOTE NO, 4 FRO AWED REBAR SEE GOIERAL NOTE NO. 4 CENQIAL NOTE 1) WAdsix v LMds,Ikl ean.f.e{o1d N -&- d th uir Y cood.Y M J TYPE DESIGNATION TYPEF - MO = QW / - UNHEUD 1[' c pC unraowd 9LI - 4000 0+1 r. 04 3= pa -fir d 0 ix5Zre}h 0 r0,•.tm. el c a q 13} . 1b. d mid Gax••n(•.diw AS01.f rmQ1a .Ov HPrpO v1M t.C+ Q jU ORW IIf UA7EL CQUY FwnmcpusYa .197E pt r fV G 4 Mu pro Nar!er(JW AM Of." DO In rektft m+ rl°r er 7 H D2A 1)7e Y n { IQ Udn hadd .bd.urn + am1Y(1..2 i 5 6i !•o1c8gtWuemA cdd Agcr/ Ap W bn..W w r• • a• .? q : '+ 1• y. 8F16-1B 1T I 4 A ..t. Y,d bt4aa. 4 *11 W d s to Lfr vu Ind 5d. h>lncid in( 1; ; L 10mW1 ®iH J J 'OIGIUII: ' 15 rw4I 1140 Jidlr fL1I R nnSM"WO I.MINm6 IYiu! 4_ 10 M e 2MZ W b.*1 al nc.a w cb bd IrM m4 Iwr kW .br n 111M WIi10 Ism R TO/ 1 1 t.d.t. IQ rr wd 4MOu wt * .% ix. wh Yd 9rn m1 b-F-* trg0 ft-, AN MP Ip ft1OM1. Id mft W.d h d jQh 17) Sde Y.b rN cpQlvp•d .Ondl. I..da t' '. 4) 71, cwdw i pono9+bb l.Quln W pro d rd. t fa q. h 0 FAd •dQrd Dior. 10 9eS Moir Yin N.MfjG eed ieDddw}p AQ tDO oed AA 311 pa 3• '; 1-1/U' CLfAA EwdC T- C held 932-11 I5E rMrt4A M7! (L6)- 650 pfl 16) AIM d ddrw rinluvD mxrd+ mo.op• uir Q1CU01) oLw•. Iba iM 1 9e GMo Y1 c j pia n i( p,CYU. YI Y eqee' m. fWd &Mn1 n em:plyi„1 ni+b the FlatiSt 1 f r ' y.i•,9..Gw160U V oae, aCai.r a) sb.. ttw 9W1. u e.CIR0 a wre F. -022 Ig e=1500pdi yr' L j5 f01M6 AT pTWu a .,trtLtdWlu7) On17tdrreg15nbee V Iran MY t,1} y. a7Jar riLad d r.vpy rm ua orh'lalYd II7 Ctmrd SEE SAFE Uf)M LWD • WLFS FOR LGO RMM 8F32 4 ,,JJJ • 1ttt3. • PRODUCT 118Vns I7 AMa rW XV 91AEl6W L K A. in my —W.I. '----* w M.A On• w al. bw um" D7 den d #,. M IrO. 4a FOR FAd{ ! 4•` ... rb A mc,0lyfng Q•i0, the FWd& r or (YjM* . ii`nblm I tau" wtd ml 1.: REUffORCEO q01 (RCMU) Fuu. COURSE G`C'.• E N Q Bcitniy C. & N0 Z 10) 11R Rd 1dd PRQDUC1•RPt.1y6D ee r0m* fi a hilt, me Florida •Dee2dL2 o , 4d •' D 9 tRODU f11DVtSDU 16.1Re p. 1Q {did.. Id1 dfd•r.Yr to h bafe4 d m. 6•u.m d 0. 1.Id r.Ap 1/2' ClR TIP'-r r • 5 God. OR40 Or GR60 °mei b{ q. -3 iC • eJ • Laei p57/_21 / 9 ,00•,• (•' tFdml1Hm Cnn" Q K'0e7Cna No / G DRPARrTbvo D"°,! • Id AIc4 ByAs1 ICm,00 L lCts'. Q,•.:•. R'.1'rlJG fi,, 6324 Ca SEFRNERFIL 64 " dcl'°dTrOF'. 1iGlii•Y/ kf , Ill$dRltrlriifQlf 171:i1[1L.1 1iI[r?:YL•G t s / F,FABRICATION In ra' iei3713.14 1:1'16irr13 :!T'lkl: Ft,}f;+.4" 4 '"Orat I: `4.+• ,•-lu'. VA tlraa. ly:v19 r3narr r, rin 7t1t — - IIA:d-' 1H:1:1lail;4i'IKtU1d f•YIYYI[• __ ' M IAM I-DADE MIAMI-DARE COUNTY 0 FRODUCT.CQNTROL 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) ,v v%iniamidaae.aov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade 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 ant] 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 ntunber 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, ttse, 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 ff 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. A NOA No. 17-0821.18 MIAhiIDADECOUNTYIN Expirationon Date: 09/11/2018 I&AMMy.0 NEWApproval Date: 09/28/2017 09 J Z g/Zal7 Page l Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets] through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hanson, 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 Systens'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12 " Lintel Safe Load 'fables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., datedlblarch 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. t P(elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certi&ng 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 Regidatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. e5ffeliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Mianu-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 (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Nelmy A. IKakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS I tiILSlty/L1es/L I 4" SOLID LINTEL n6TA TARIF F1CFY[t!ltJ,li'34r' 1,10 f?lifTnl•t A" PRFCAST U—LINTEL DATA TALE Mingo, Umav rm rt¢ia sea:mu::a taarivc cv>sc.•aiv tn F1 Iil:L'lJtla[.fri::lfi6ii/fflR,1 FiCSirJLf W" CCCI<LFfr iIC4[Tt f--jrar7flifa69i11Tfnmf tir:/4ttt•, 1P.L7C iOl iasarr.•r1s:.ar rra9137573"I's" m rta rfl:i.:r ZtiaCd9/[1E ulesr f1111^Jrt09ri Jrre•CL:nR rircvlm r rras.rmaar s Jr-aglno, rF,e itin®rtatt^arrs'rrta• r rtevty 6GIipSt;lt3Cli O"i2lilr^.]IEQ•'r[lCUfi• 19" PRECAST U—LINTEL DATA TABLE E]Qy0i Wks-, LIKICtPWEA 1NICOLvawryn• nalw v,lea7aur[ az:ut auttaitisl:3r-etar rvers[r.r c a m6maua Iz7 r:tyveta.acytrrno rmr r arrars:Ir,ry quo id,• r?37 lf!7ri1.ir'JFiGditl®f'ff:,M1 MiO Ct^J i7tf 61•fF1St..J(t1f•r2rJ.i:?Cmf•EStiut! ra9 tt:Irr i arrrru+s rrc rsol Ir— 11 L'itfif:'rJfflGySlLi.11!]Cr!]GiO rFr7 PJ mc>a XUAKIKNEIRitarra:LU1l:rFr;.W'. VE1, FInK02.;O4F"Qm''loQfGHtffttl}>IFf37:.7QSCSifiL"_".1IF'iffLM' IKMii¢ is rrr umrai 12" h.4 r II:t'l 11 ..il 55 u i K=11 resa t .ra=1 zzmvm vno arocrrles vn ru:i• rars rLaryv r rvnto W,awp'1t'CYry rJlA/ FJ) 14IjI =Mkf=X"AL 1 rJ/Itsrcu[[m;imr sssa [ Ff'l i ! 1111 1 Vt,FJ:,'d WC]iG/ as rls+r eyE a`t tS{SY Il7S5'L`.Ii1Gl i7fi1711[ 157 r7Asf rrs+idJf arif7h75ft!}7(fl 1,If dL'Ji/[L><7t7LY la [7! 2t7 r r r ym eumr,'irrr•[r r,u ^Jaeesrl o s uwrmuu TYPE 'a' TYPE 'A'_SIIB; Ybtttl" lO nw Itorpnurr oaowAtton is FWDw rot prz:.= Irltavll a q nor¢ttA K colrtlONt tAtn ,um elwrot [ tnta00et:o 0e aRt0l1[Ca tonwtrr wI rtuoa t aat3plt aA,.-cm[ gym. rna • L tmeattala tnn+ 7/a 1W ASW LS101 N. /4. Alm A ulal 4. ttRWO ITI0I51111 t A%D it Wa Ulnnl - 10" Ia Qua to A "111 L MID W 7O txnls W atmtan RMOP tt Alt MWM DWIW7 L CC=M tiff S= h - sa°a ttt tW RL 4IkM `OW a nW FM taa OM C7 W t@aWan DAM tW npallt - ta. If HlCA9 I0aRA (, - °oW /n FOR 4 lllta ulWla - 4, nU W KWUK FAW)M A N"n % W7 1 "[ loll m a= K oaf uW aim mm to K nm im nl" I tWtAa Ito UCH OIL a t Il0 It a= l"IM Ill ,l iTs11M ftWf 10" tittl 4j4 GPAenonucr Rrvtsm ofDdlagOV4ly h110F101t 1 CEN O Daadlag CTAo AMP> aico No—l--o Z-l./g PRODUCERIiVISM 0. 4 ' P' w U.la "}f- A4 l6JESflllifYlti doAm riul tTa Fladda I10 0 S T OF • * t c Iti 18 r I S•;0R10•G 8324CR579 414S ONALEr;tD` EFFNEC N0a45784 PRECAST AND PRESTRESSED LINTEL DETAILS ntc roan t>tsul u r r. +man ruua tcun u role: SIM. I ar I I GENERA NOTES 0 lktnfds re 4• p t low - 3DDD pd 1'e r & 1 pmu d,t Ahdrl- G DDD pJ 4 loch opSr•ol. r. r o>oeaoy rd.Gd(y(0. per A= C90 .iDi afd n ntt em tape *i daA Ikw pd Aso WAAswMC270 VY m 5 2) AI ob bd We: based an •&imn 4 nc cm" b-4 EmII1un Sab bads for tmr N mad betad d 207t Pro 1/ 2 bxho. le tue 3) P- AU bl mwtw bad and had )-6te. 4) The MvAa in pedbub Acdea Ld perced rpb: as fa Arad- 40 QeW -dried rebel f.IDdl; 17'-4' 1idc1 12t21-2E ul. q m,• bad - 1428pd 14% redeem 4. 1426 (.6iJ . 1220 {d S) Al We% mut ar —ad aNslcrr. x .t- t u=Au15D Td aq U. b Tared to a m.ee ' I - n-im &A* Code saran 1604J.1 0) Shoo M d Dow- a- r-#r-& i) 4' sold 16.6 to be ba .W ./ 4. 6rorndoo b-dneoW -ad 6' a crAoo vvtcd 8) jaadiur*. V 'a«wp 1 and =* Ch W aredeh-Nra1 e) 0r d-dgm nq avkbte acc *4W 1apft tram 0u .de bcd Ictdn b/ earadaiog the • m1mn r-abUog manml m ebem at d-•rah ton the tan d e¢prri 12) ,00cmao 12' a'a.1ir) adq evlliq. bM nolds' d IM mtr to 1>) a of iq o wtoa c Gde- Io =w t• -cWv_ U D- o r cO > ed nS o codsierxrmoppledncaudate ••iwki o s n m Qole 14) thntebJsAdad'ieAe Cao oc,WeJ bod+7 dIfi tti• f gofY epr.Wic do mum bad 4 Fjplk4 bandd tma 5 ID sot. rrl akd bedsari. ,4.ntot w.d 16) For amyodl- Wd W01- -A -h.m aan .ak b-d tmm ocd Ina btW Am 16) Far Wei kndb mi Owen- wfe bod Iron mt Le-Pst IwA eh --a. 17) 5d- bode a- apcft a almutl. leedL 16) Sde body baud •n mQnW dWX --*ill perb ld MO dandd M 31L 1f) r a A mmd mapar-may alb (RO7U} =1 1M lA ka dhidc i I"dm6a" F'nw1500pol 4 SEE SWE LATERk LOAD WLES FOR LOAD RATWG 71 t FOREACH AW ROW RE04FORCED CW ( RCYU) COURSE 11f CIR TYP 1) 15 REM FOR r L iM 2) 5 REM FOR 12' UNTELS GR40 or OR60 L a• K'` SAFELOADS FOR 4" SOLID LINTELS 4-r- 41-rn GRAVITY TYPE LENGTH 4S8 3'-6- ( 421 PRECAST 1180 4'-0' ( 48' PRECAST 959 4'-6- ( 541 PRECAST 789 5'-10'( 701 PRECAST 4.60 6'-8' ( 781 PRECAST 360 Y-6- ( 901 PREDIST 260 9'-4' ( 112') PRECAST 156 10'-6'( 126' PRECAST 116 M8 C " _ wM UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 42' PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 4'-6' ( 541 PRECAST 529 j 258 5'-10' ( 70") PRECAST 407 148 6'-5' ( 7n PRECAST 388 118 7'-6' ( 901 PRECAST 280 87 9'-4' ( 112' PRECAST 167 55 1O'-6'( I2n PRECAST 152 1 43 12FB 12F12 12F16 10) NA - Not tialsd + -.• ^, ,..,.• 11) Ddtam rkld -dd-d r.ba to be baled a1 Lk. b.0 m of the Wol c.2r. { PeotwcrMVLSM M 6F6 6F12 6F16 • • I:; % : eaamnDlYutOtrl nc{; aridr y,•ti• 15i:.:: . ;*.y"'' • BWlfbb cma •. - AaaPm,coxo)7 "08'L /. !8 .`.' 'rK: :.i. ••:.• H. TYPEOE5ICNATICI4 "^•r - rWtmfv eo4rN •• • : Y'•'3!. 'n'ii ..\•'•' •,-v%• I cr; a+ra11)m nb9 .1f+ :Y•1.1 •S A ;:::•,•,.'_ '.';' •Y ' 12F16-28/ 2T F.i ;.'`-;;z:5r; ;.;;, : ,• ? ; f Mr ':,:'; j f•j: u'° •%::ayY • it „ .r.: samW J J LswNv '`'` ..;:j.+_., rc ;'>'': :' ..'i,i;'S;;., r ? •.. ANR •.is - t'J, w•>.• :•:' LF•- •,••:•`.•`{ -+.4:>r` vrr. Ilea • • : Ji .'h. r. rtanoa rm Z:.. r/>• am • 4i:• y- ••. 1'. ~9i.r/fe'- 1ui:;;...•. •3:' r' r T: j•+i —tea 4S6 ti, y G . Pls• 12F28 12F24 12F20 3 pi lmw :: `*• PMWIC+In'fptIt'9 am•m a• r no[t- ,• I?' ^ •D ST F i t e rm • • • + • • • • : ' p` T_ v . : CFWG PARRINO tit t o an Dao - Z12, 1tmem V?m ^,f' • R! Q . •' .41 6324 CR 679By 10 8 6F32 6F28 6F24 6F20 '4`;ts'pNAL..`, FL pE CNRo na a No] pyl s, WPABM OF CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES CI G E 6 1 4 IJLI.•1_.l"m'Aa-' f0t WJIC OIMW14 MAIM It MM A11U0D SCAIL: ILIS. lau 31 CIR= fl, wn P.L - t K4 407E DIAfDII:m U/f12 — 1 or 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAFE LATERAL LOADS FOR 6" PRECAST U•UNTF13 4—T-4wna SAFE LOAD POUNDS PER LINEAR FOOT Cwstf•CgK SAFE PLF AD TYPE LENGTH 6U8 6F8-iB 6FI2-18 6F16-1B 6F20-18 6F24-1B 6F28-16 6F32-18 WPE LENGTH 6U8 6F8 RCMU S-6• (42-) PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 Y-6- (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 77.27 8297. 9357 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 1654 1887 3W 5D50 6148 7227 8297 9357 4'-6- (541 PRECAST 416 609 344 5'-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 5'-10'(701 PRECAST 300 350 198 V-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 6'-6- (78' PRECAST 263 496 157 7'-6- (90' PRECAST 779 BB3 1459 2186 3151 4524 6654 9357 7--6- (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 9'-4- (112' PRECAST 173 352 74 10'-6'(1261 PRECAST 503 566 895 1270 1705 2236 2893 3747 10'-6'(126' PRECAST 151 276 58 11'-4-(136") PRECAST 457 513 805 1133 1507 1952 2492 3163 11'-4-(Mn PRECAST 139 311 49 12'-0' (144-) PRECAST 425 477 744 1042 1377 1769 2238 28M 12'-0' (144' PRECAST 131 277 44 13'-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 3--4-(160-) PRECAST 117 223 35 14--0-(16B') PRECAST 351 392 605 835 1087 1373 1703 2087 14'-O'(168') PRECAST 111 202 32 17'-4'(208' PRECAST N.R. 299 455 620 794 285 1198 1437 17'-4'(208') PRESTRESSED N.R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR • SEE GENERAL NOTE 18 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 n SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4--r-4 -M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-17 6F12-IT 6FIC-I1 6F20-IT 6F24-IT 6F28-IT 6F32-iT 3'-6- (42) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0- (48' PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10-(701 PRECAST1723 1222 1600 1979 2357 2736 3114 6'-G' (7B') PRECAST1097 1437 w1777 2117 2457 2797 7'-6- (901 PRECAST8630412491544 1840W2135w21319'-4' 1127 !'RECAST 571p4 980 1252 1492 1732 1972 10'-6-(126' PRECAST 514 462M 787 1121 133q.1551 1766 1l'-4-(136 PRECAST 474 404 cm 885 985 1213 1442 1645 12--0-(1441 PRECAST 454 387 N 619 888 CA 1093 1299 1506 131-4'(160-) PRECAST 402 308 516 738 906 1076 19 1247 14'-0'(1881 PRECAST 36B 285 475 677 832 988 1145 17'-4'(208 PRECAST 253 to 208 338 cy 476 565 693 BO3 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GFIORAL NOTE N0. 4 PRODUCT RAvtSED SdWIn Cod. ab N Florida 5im-NoZ-o ZI.JB Memnf D u iW"1 q4,& obUCrRDvisaD Aca, u w'(,CRlUGPARPovO 00 - .C`` 8324 CR 579 n CLnUoI SADVAI' SEFFNERFL U%4 uuuF FLP.F-MN0.44756 o- CAST-CRETE 4, 6" & 12" LINTEL SAFE LOAD TAE mF ram oFmu-u I ORM IT, MW AMM I Scum N.I.S. CUCO 7Ti CM AAr . M - I= NO. MU SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FEAR 42- ORFf ACT IIJ IIJTFI R SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4_m4mn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12F6 26 12F12-29 12FIE 12i20 20 It24-28 t2f26 28 12f32-26 3'-6' (421 PRECAST U28 50DO 5838 7619 9352 11060 12755 14438 4'-0" (48' PRECAST 2923 4232 5838 7619 9352 11060 12755 14433 4'-6' (541 PRECAST 2395 3464 5304 IBIS 052 HOBO 12755 14438 5'-10'(701 PRECAST 1612 2320 NIS 5234 8487. 11060 12755 1443M, 6'-6' (781 PRECAST 1383 1996 2879 4196 6421 10032 12755 144 7'-6' (901 PRECAST 1136 1628 2131 3218 4676 8756 9763 13521( 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5%3 755 10'-6'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5532 11'-4-(1361 PRECAST 518 945 1152 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 458 878 1073 1513 2020 2817 3333 4208 IY-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0-(168') PRECAST 321 7200 865 1204 1584 2017 2451 31061 17'-4'(2081 PRECAST N.R. 45101 631 851 1141 1428D, 1750 2102, IV-0(232' PRECAST N.R. 343 477 700 F925 1152 IWO 1609 j) X MAUM 01 PAREIMSIS ARE PER= RfOLCM43 FOR OWE 40 FIELD MOLD RM%R. SEE CUM HOLE RO. 4 SAFE ARAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U.LINTELS Ci sr`wn SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH _TYPE INN 12158-28 MIMI 12R14- I2Ef18- 12X22- 121828-2 12RM-21 521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15M 4'-6- (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15579 5'-8' (687 PRECAST 1347 1841 35% 6395 9640 11669 13679 5'-10'(701 PRECAST 1259 1758 3351 5954 9358 11669 13679 6'-8- (801 PRECAST 92 11430 2633 4415 694 1 12571 148Oq 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 9'-8' (118') PRECAST 389 843 1451 2157 3203442705411 U1 THE WUSERSMADE40FED FOR ADDED REAIL SEE MfORIL 4'"T4 SAM LOAD PLF LENGTH TYPE 12U8 12F8 RCMU 3'-6' (42") PRECAST 1295 4841 393 4'-0- (480 PRECAST 1295 4841 299 4'-6' (54' PRECAST 1 D49 3922 2417 5-10'(70' PRECAST 681 2547 155 8'-6- (7n PRECAST 579 2167 123 7'-5' (W) PRECAST 474 1771 914, 9'-4- (1120 PRECAST 355 1326 58 10'-8'(126') PRECAST 306 1143 454D4 11'-4*(130 PRECAST 278 1041 38 12'-0'(144' PRECAST 260 971 34 13'-4' (160j PRECAST 229 857 278 14'-O'(16n PRECAST 216 809 251 17'-4'(2081 PRESTRESSED N.R. 833 16 19'-4'(2321 PRESTRESSED N.R. 53%j 130D GuvrilL IRuIL 10 SAFE LATERAL LOADS FOR 12' PRECAST w12- RECESS 90OR U-IANTEL9 4,m,,t4W„ SAF LOAD PLF LENGTH TYPE 12RUB 12RF6 RCMU 4'4' (52' PRECAST 1295 3692 258 4'-r. (54' PRECAST 1213 3458 2417 5'-8' (68' PRECAST 784 2236 165 5'-)0'(70' PRECAST 747 2129 155 6'-8- (801 PRECAST 602 1716 117 7'4' (90' PRECAST 504 1438 9140) 9'-8- (116' PRECAST 355 1011 15 9" 41" UGUIf11L 11VIL I pROL11JC{ REVISED HuFul, fha Florida B eda SEE GENERAL NOTES - SHEET 1 OF 3 4CMIT14-m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-2112FI8-2T 12T29-2T 121`24-17 2F28-2112F32-2T Y-6- (421 PRECAST 2752 1 4287 5613 6938 1 8264 9589 10915 4'-0' (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10"(7n PRECAST 1623 2521 3310 4092 4875 5658 6441 6'-6' (781 PRECAST 1444 2269 2972 m 3675 4378 5081 5784 7'-6- (90' PRECAST 1267D 1767 2.583,3194 3806 4417 5028 9'-4' (1121 PRECAST 10284 117 , 2006 2590 3087 3583 4079 10'-6"(126) PRECAST 920 947 1812 2281 2764 3209 1853 1l'-4-(1361 PRECAST 858 pq 829 14041 1982 2441 2902,3304 pZ 12'-0-(1441 PRECAST 814 p 753 1119v. 1788 2201 2616 3032 13'-4'(160') PRECAST 678 633 1057 1485 18261 2169 2513 14'-0'(168') PRECAST 622, 586 974 111 1365 1679 1993 230D&i 17'-4"(2081 PRECAST 434 Dj 427 695D, 964P4 1182 1402 1623 19'-4'(2321 PRECAST 366 3701 593 817 1002 1187 1372, 1) THE mm IN PARE MOM An PERCENT RE =ws FOR G ADE 40 FIELD ADDED REWX SEE GEREM NOR N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS W114mm. SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 126F6411010- 12AF14-2 1TRT18-2 121722-2 12R126-2 12RT10- 4'-4- (52-) PRECAST 1626 2685 3748 4806 6857 6928 7989 4'-6' (54' PRECAST 1558 2582 3602 4623 5643 6564 7684 5'-8' (68' PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10'(70' PRECAST 1173 1984 2769 3553 43M 5123 5908 8'-8' (80') PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6- (9n PRECAST 904 1226 01 2163 2776 3390 4003 4617 19r8' (I161 PRECAST 703 771 1472 2181 2663 3145 3828 HIAM IN PAR120M AYE PERMff 13DUC1ION9 FOR G . •'V(7 M S' • 40 FIELD ADDED REBAR. SEE WEER& NOTE Ha 4 W44 I cd. Uu f7uddo E03 P OO pulw NoV- V.•' R2t`SS/ C 9'0 p Ma t.Wnda n ICACN'.' 4fJ...%0' •' SEFFNER.sL 83584 FL. P.E.'LTC,TJ01.111P758 CAST-CRETE 4f1, 6" & 12" LINTEL SAFE LOAD TABLES lE RARE: MR-14 I CF.W BY. JWM WAD I WZL• 111% MIAMFQADE NRAMI-DARE COUNTY s 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) wmv.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 AFM. 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 I 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 HJJelmy A. Malcar, P.E., M.S. MIAMI [)ADE COUNTY / dRMWNOANo. 05/21/ 1.19 6 Expiration Date: OS/21/Z022 o J i Approval Date: 09/28/2017 09 /ZglZ Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI. #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. D. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Sotithdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03/06/96 for #4 rebar by Birmingham: Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. 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 Plade Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT3, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Pilled Models, total of 12) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, RE„ dated Jame 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CA.LCULATIONS 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 #1.2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7. 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIA.L CERTIFICATION 1. None. K OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS J. 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 seated 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 111ami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. A-- elmy A. M kar`,P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. W, Wzzz___-- 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-6 HIGH STRENGTH PRECAST r J PRESTRESSED CONCRETE 7. ir s K=•=i ..: °' -:{ : ii:;`SSF^ Le: -l. 7!l.. r-1"- 1 I 7/32"dPS6ARSTIRRU L4, A" STIRRUPS TYPE R8' nRRlPS h R"fF BAR ro RUPS _B"UNT B LI STIRRUP DETAILS STIRRRE RE 1.— PRFSmF,SgPn a —LINTEL DATA 'TABLE tr•1 titi L Offiriu-m%.V:'l•11 y® i.lt..LL•;il w. rc+se-mvc ua r vso+L>Ta FJC;iiCl•' GFIt/E l IICSiF/EP3[.:l Ci rrtF ap 6,r r•v r.v urrL>ir A>v ri r.5'i•Lt• m A" PRFrAST W/ 2" RECESS DOOR LJ—LIRTE1, DATA TABLE m! Flr.li 1i;IY_Iaii(L L!Syl:lt•[7:LgSlf F7 YIi[[• fiiflRYaF. U\ l`?[i•7! Imm m m a r nnr:,v c L o IIr.L'F^1!rME SIE]GG WL\tom L•7 rrnoGYIun"wi RILTiF7<l:'JtL 1°'^ rlarlr Sa[fclr[3r11 iTartf.:iZ:.1LT:rM SCiFr i[]JiLL7flLJL:L:i+ilr tiin"dL/tYLJFIGIi©©v. asa•Iaicl+F3alrV_•tzfl3taMa_l Jm4!Tlff LY.•9Lav 21PIti`2--maerraracsrn!7n uar' 1.11 1" IMVI 1 mul laol e.T . /y Iµ1 tp u m -•^ • ^• RFMFowmo CAGE FA Mr M MM =11 017 m K , nli v nw.3 v w T7b 061R IZZ%.1S 7i 7 o 15310 1pffa RFINia9CH0 CASE rARRICA77oH YOOFL ' A" PPF( AST II —LINTEL DATA T rl ii.,rwlr•"[•r In.M r Tr.,61M rtLt7JyeSNs!1•:i1i1 11Jl1!1:Wil Q9[aLa®/Fl aFTt JME= zmdr m= IW: x=WLr&=Umm©zm QZlltitl I ^ r iiv l[533!41Ts! No" mRuoff wil a_at31 ra rar:u:are r,:J.uErl+vet r.k citv r a LT71ESl e- 7 0G[1iF7f1;L1.7L1'S iW4 ti ref Fim— ow.12 f7C7iv TF.S IJL n neStaM,mW i1mm.'.11AE"ll JrT E3C:1i7 t6'd9f!Z1 fLl.rJ ICCi/[i7T^if•",ii3L•10 rt rnLr r.r.rL+r mcsr o'i m r r a ulr urLL r>v rrr>_9i ari sr+mrf r.`i.LFTQ"mla mcynL a:rr.,_::sLrr ulr a Tw rAorIUrL plfOIY lmm is rawam FOR AN= ArP OVAL R 13 mr.c[IF R' cwnimIT Lm km co= a AA`ROm = OR ODTOOY= vffwn TTQ raps wmvn OOa = W an-CIIETC USA. an I. XWoA1b10'XM; 7/72 ON1 ASTU ASIo7 N. PI, 0, HOTFI Um TOTAL Wmic Or wmwz AW Jf A[O[A LW[ t0 ATY MITt•7/1/ AiGI AEOUAIo CUYIOOm alum FR011 poxoaucaS/OY71017-11[[AM1Wi ROfaci9110 d0 OF IIR Rmoolcm ME, FW QALRC MW ASIY ARIL R0. or RIWTVM . 4 UM Tl¢ AUD(fZs= CAVE UO00. WW= R tIE A S L emm= Alawas. i. • IOOD n FOR R' Pau EACH Cm. PEXm[me UATCIRA V. ow rm FOR ALL L u r001w 07 PMPR7y= TAuo rG RiCAi A M FIITUA 04171, of COSMIC BE UEm IV UQl 1, DMAL PUS TiT37 IQ=.. 670 R Ir. UK AMMOM W ALSTl )OIO010 UW r. AIA11rOCO_tIFjRQTAI rlTllRouC 70 lClHT WNA AMO MAIAIOm WKME UFWENLp • , :/ PADDUCT m=a) Mcallgrtyly lt011fM PbW0 tlAudllq croa. v7 E 0 , LI Q` MW PARRL90 Aagllmrc. NO! o o3..i. RJ R 1 0, SFFRMT 39 FL504. IA` S Qf% ENG•' • FLP-E.LtC td7.44M CAST— CRETE 8" LINTEL FABRICATION DETAILS uw 01mn-u amm clAn rAtb1A rs - To w rose mm .,..rc,... - l m Ina scup laI I0 uue F . Conn w. Fd MtT l eT ] AI on\nt1/ I nnnn rna A+ PGFl:C1:f R PRF9TRFSSED U4JNT11.8 4"r-44aw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH as IM-M 1Fe n RF12-05 Ma —fa aFta-® eFiwa M4-oa aF2o-lt 1111 -oe eFz4-le 0.8-0e ffto-le 11F3r-o9 IM-11 3'-8' ( h2 1 / PRE ST 2231 3009 3711 1503 M 6654 1502 ID051 3M 46M ell? 7547 8274 10354 IIa09 0- (48) PRECAST 1968 25e1 2751 361D 4890 59e1 7034 107 243 c05 S113 7547 U74 Im94 IISM 4'-8' (54) PRECAST 1599 1062 2Ito 2031 3753 4579 MM 1224 2169 4375 6113 7647 111171 10294 1M 5-4' 6417PRECAST12 I349 143e 1!0! 15W 3123 341a 4tro lee? am 5]65T 75p 7N2 M10L27 5'-TO'7r0 PRECAST1' ' 1062 1f. Ins le3 7090 2349 3009 317a 1451 2622 1 4ND 66 71STo MM 6 -8' (78) PR£C15T gOg 1233 21 3031 3707 430 5411 123S 2177 J%M 1 SM IM940, 3MM. i-8' 90 PRECAST7 7 1011 1721 263't 2 290 3131 35a5 1011 1721 2Ge1 3a96 dial 0467K 6472 9'-4' (112') PRECAST M1140 1625 2594 Nall tale 3602 762 1245 n43 25E4 Nay 4?03ci 6310 IO-6'(126) PRECAST I' sm 1247 200 2777 2163 263a W 1on 1533 2093 Vill 364 4754 pc 11'-4'(136' PREGST 362 Su I= laid 2423 3117 4006 562 II. I IM 24M 3127 4DOe 1Y--0'(1 M' PRECAST 337 640 873 1254 169 2193 M M 540 a73 I254 1184 2n3 5 3552 13'-4" ( 1"" / PRECAST 296 471 ms 1075 1426 2716 2W3 471 765 AIRS t12e IBMle7a 2316 2aN l4'-0' Ili PRECAST 279 424 70! f00! t32d 1191 2127 2W 442 701 1 I= 1321 1697 2127 1 2630 14'-8'(116' PRESTRI SED NFL DA R6 45D 763 IS10 1D01 7246 1517 t 9l2 18+1PR TREssED N.R me Ra wI Ra 4(1 7I010 1250 733 203b 372J20 2113 206) PRESTRESSEDF21--e(2561 N.R. iaR M MAR MR NA MR HA 00 SO f60 1326 1009 1a49 27A 232'PRESTRESSED NA. 03 Na 235 410 5T60 1037 Izdz 1515 Nnl6 PRESTItfSSEO N.R. MR 111? IR Ito 3ja SW a46 22'-0"(264-) PRRESfIRESS'fD N,R. No MR IM la7 31a 57076F 12M1416I]!! 24'-O'(288) PRESTRESSED IM fANR MR 25D 450 054 1221 SAFE LATERAL LOADSFORa SAFE LOAD PLF TYPE LEN BUB BF8 RCMU 3'- 6' (42)' PRECAST 1025 1024 1598 4'- 0' (48) PRECAST 765 763 1309 4'- 6' ,(54) PRECAST 592 591 1073 5'- 4' (641 PRECAST 411 411 70 9'- 10'(70') PRECAST 340 339 616 6'- 6' (761 PRECAST 507 721 490 7- 6' (9n PRECAST 424 534 363 9'- 4° (112) PRECAST 326.1512 230 1O'- 6'(126`) PRECAST 2B4 401 180 11'- 4'(13(f)PRECAST 260 452 154 12'- 0' (1441 PRECAST 244 402 137 13'- 4' (1501 PRECAST 217 324 110 14'- O' (168) PRECAST 205 293 100 14'-- 8' (1761 PRESTR M N.R. 284 91 15' 4'(111e) PRESTRESSED N.R. 258 B3 17'- 4'(208') PRESTRESSED N.R. 194 64 19'- 4'(232) PRESTRESSED N.R. 148 52 21'- 4'(2361 PRESTRESSED N.R. 125 42 22'- O' (264) PRESTRESSED N.R. M. 40 24' 4'(2881 PRESTRESSEi7 N.R. 91 33 anr= 1ID1 for l nenc GnR Ra P12RCG9TA4 P1iESTRE98ED U-LINTELS pbT R4E[9 SAFE LOAD -POUNDS PERLINEAR FOOT TYPE LENGTH aN- O era- 2r 4F12- 17 IF12- 21 fIi- 1r ii16- 2r 6F29- fT 6r1L- 2r 6F24- IT anA- V 6F2D- I 0211- 21' 6F12- IT 1532- 27' 3'- 0" 4 r PRECAST M MM 24 4394 ISM ern 7001 15E9 2653 4 4304 5265 002 7001 4'- 0" (40) PRECAST M 23M 3060 3815 0 6324 C079 1353 23M 3010 3515 4370 5325 6071 4'- 6' (54) PRECAST 1207 2040 2707 3373 4043 4711 5379 1207 20ro 2707 3375R24X 4711 a379 6,, (,' PRECAST tots 111 217f 2= 316 4522 loll) MS 2275 2839 9 4322 5- 10'(70) PRECAST 909 Ia67 2593 3620 4133 49 1567 20a0 25l336 4133 6- 5' (78) PRECAST 0 1407 1 23293251 37 535 14D7 Roe M 3"1 3712 7'- 6' (90) PRECAST 7z7 19e5 1624 2023 2e27 3123 17 19z4 T624 2073 UV 3228 9'- 4' (112) PRECAST 591 70a n IW 1474 1815 2 1500 591 062 1318 1643 196! 164 2619 10'- 6„(1Z6,) PRECAST 63D 576 916 1 lumi l4tion 1736m 2011to 6u 695 1130 If 1472 d IMd 20R 1 2346 11'- 4'(136" PRECAST 474 804 pi eW IW7 1274 1513 1753 r 494 E07 1042001 1372 cd 1643 d 1215 21C 00 tr- G' 144 PRECAST479 43a 77A M mg 11 13M 15M ad 470 350 940 PJ 1302 &1 M011 1813M 2075 14 13'- 4' 160 PRECAST 416 3a0 507 78 964 1143 132J 424 • 400 760 1159 13 I IR7 14'- O' (166') PRECAST 344 M 5w 724 fief 1054 1220 410 423 7f7 t0U Isaa 15a2 1601 I. 14- 5 (176 PRESTRESSED 2$ 9 n4 0 2 7s 974 11N 246 395 N3 010 1303 15111od 1734 15'- 4'(184) PRESTRESSED 224 313 466 w 769 all 1054 23D Sad 016 003 12 1490 1646 17'- 4'(208) PRESTRESSED Ito 2W 405 Ca 74 ITT] 191 M604 740 1 1271 f 73 19'- 4' (232) PRESTRESSED l5! 229 ue 4q b47 747 165 2e3 429 423 141 n 105D 1277 , 21'- 4' (258'} PRESTRESSEDD uz 204 , 307 393 aD 563 655 , 342 232 373 537 foi 721nd 903 b ID4e 22'- O'(2641 PRESTRESSED 137 197 295 a9 w2 54e M 137 22] 336 513A 6a6 t.1 663 nA1 I 24'- O'(288) PRESTRESSED 124 170 r 267 342 16 492 oil M124tot31! 43a w1 s7 ate 44 1) THE NUE®ERS 1N PARENTH SHS ARE PERCENT REDUCTIONS FOR GRADE 40 "SEE GENERAL NOW NO. 16 ON S1ffET 3 OF 3 (jJ) TN FIELD ADDED REEAR SEE GENE k NOTE NO. 4 ON SHEET 3 OF 3. A RENEWEDGDCCT 1'RDDIlCT PROO1JCrMV1S' ED mp ylyi„ wilt ft Fk2id• "M Pb* 1hl+re0t' pi o J as romp1*g,rlth the Flodd0 D Cpy 1' Brewing Cale BadbvCAcPM—TbA,/-oZ14-J9- PA. apit1x,rM Daiow o - z . Z iL BY 11Lmaiduct Cawml M1 rrr V, NFRAI. NOTES - SHEET 3 OF 3 V T ... 1P E55 ARE PtNCOi KtIl lI1774J ruff UtI r +u GENERAL NOTE NO. 4 ON SHEET 3 OF 1 3EN r% ' iU? n/" 7 •* 1Epq. ORAUQP11RR1M0SEf PRO() tJCr BY1671D at oomplYMGwM16o l7oudn A iseplraco l of o 0 o Z ILgdmd.nDan n R .G y,• FL SM0 R.. PPE.IJC.N0,4475 n as 1 9114' iT— CRETE 8" LINTEL FABRICATION DETAILS 14 1 Dug It, MM r7mx, r.6 - M. I'% 4U54 1 Sam 90r to 5EU6 d SAFF rRAVITY LOADS FOR 6" PRECASTwA2" RECESS DbDR U-LINTELS 4 a3ta+sa SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eRU6 ma-M I 61FI lAAI o1S16 O9 6eF" M30 elll'6-ID e1F10-16 W14-10 WWII W72-1 W21-1e 000--1 4'-4- (52 PRECAST 1635 1749 3355 3260 43W 5421 503 7e67 loci S699 5204 SM 6010 pm 10193 4'-e- (34.1 PRECAST 1494 1543 30e3 2922 396e 4946 S24 6904 17 00 3 999 5204 0031 aM 1471 IDD93 5'-8- (681 PRECAST 866 92o t770 Ire 2277 2639 3402 3116D I1n 241n 4567 MIN Do 7917 9311 5'-10"(707 PRECAST 810 as IBM 1600 2124 2640 3174 3700 1113 23n 4242 Mg. 9060v 7402 e7o6 6'-e ($D' PRECAST 797 so! lags 3V20 504D 7747 9445 7360 901 1520 3t2D ISM 705 9479 t EiiTm 7-6- (90•) PRECAST 669 715 14W 24N 3776 5743 7239 6623 7!>s 1490 2459 MS 6743 e91 1 9' 0' (118 PRECAST 411 oss Isis 2233 3129 4l 3146 626 w 150 2233 1 3129 14150 5691 SAFELATERALLOA IRFOR A- MMIA51T.12" RFCFS9 DDDR U.LHITELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMMU 4'- 41 (52' PREOW 758 757 1164 4'- 6- (54' PRECAST 894 693 1073 5'- 8- (68') PRECAST 408 407 855 5'- 10'(701 PRECAST 362 381 616 6'- 8- (807) PRECAST 595 788 464 Y- 6. (90.) PRECAST 509 674 363 9'- 8- (1161 PRECAST 370 490 1 214 SAFE UPLIFT LOADS FOR 8" PRECASTwA 2" RECESS DOOR. U-LINTELS 4 atrnA—M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MS. - IT eRF6-11gRno Mla1 an", W14-eau- 210eF21-2TWM-E M-116RFX- I W30-11 4° (52' PRECAST Up 2362 3751 4445 040 905 1GG6 2362 3751 440 5140 6' (54' PRECAST 867 1604 2272 3607 4275 4943 Del 1604 2272 34a'7 4275 4143 5'" (68") PRECAST 616 120 1797 2954 33e2 39)1 Q75 1269 1797 2654 J362 3311 5'-10'( 7n PRECISE ass 12m 174e n 2773t5 3266 to 2729 65 I737 1746 2M V73 395 2799 s -e- ( e0 PRECAST 570 It29 I JUD 2429 2e79 3320 570 II00 1530 IUD 2429 2579 3329 7--6' ( 901 PRECAST 506 742 1364 ' 1795 MG 16n 2765 sae 59e 1364 1763 2166 2R7 2165 9'-8' ( 116") PRECAST 395 46e 104 1222 154 1 2160 395 500 1072 IS61 1701 2018 1311 1) THE HU146ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 p SEE COMM NOTE 18 (f) THE NUMBERS IN PARENTHESIS ARE PERCENT RFDUC ONS FOR GRADE 4D FIELD ADDED RESa SEE GENERAL NOTE NO. 4 FIELD ADDED RMa SEE GENERAL NOTE NO. 4 TYPE DESIGNATION 12J udm a. m.mbclyd tFm 5 1/2 b•a ad du a tb. v m 1. cmotab F - T61[ D V®1 CROUI / u - 1116R1ED dro asIVaICArMY.Rtd cr3 .dda a.9a h 7 Ftd • 4001 pd fe pr d Itsld - i000 pd 13) lh. bd., .rlaa d fotelT Iodo9a0 is alter wacnt. > •ho0 bar. . r QWiIOT OF `5 RW AT a d .D1 7 0 Inca gpM • uon w daaa,.Wm . r vdm "do ASD7 Fl2 r i r NPm.I wC• I 60i1011 OF lL6R 0011T mcnh a. wU fqM c70-rJ Rr.m tul .. un t tm dr If00 pd I W # 6. 4i Aar U ie t¢111u1 wiy v .IAi h.prtd w {1 i 1.{ A= Axis to .°d" au l.. ay a•1 •P•" ` / . 8 F16 —1 B /1 T M 1 elronJ ger ASUI Aill Oral. 270 In r&"m u 1.• ;1 y', omb WAmlWOTr11ai6AppOdmlirdM•1 + klp•d hmaYd (os1 S Sd. ral9d sd. b.ehoitd .1 bd W. b..d m oLYp. 4 q b a yp HMM H I 5 foal 6 sd. 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LtOUT e) 51we RW Uzh a. rcwW& A—ptrc , Fto -o 2.2 . tl)4 t :ti e; .; • 7) 00 17 I bwM a AN-WW I.r ap 15 rebas Fes' D RsFs Amu Ar 1ron04 nib um r. hafd lay C-.6d SAFE WFI A LOAD •4a+ D" &AW-uo7 . rw.t. «xta6a.i I..b Lora w n1. 1r1 t eW fS FORA0t6O@•DDNAWL1S1N6 B y PRODUCTRCVLtiL7)DrhDp m0= 1 . od •1mr d Fw7 ham m.¢ORCEO CN (RC'g IL COURSE IHtODl7C1'¢et4DlyfiptarmuNuo2)910) Im - RA andD'! "IMI..TRGMW 11) 001m Few died ra.r to M IaaW a D. b.B- d lb T tel •.41, 1/2' MR TYPREDAfl tiA the P3o1dd00. 44 ,f / OaOduA Gr CR60CMMPARFMO W,l / - 02 .o3= 7t •>>t /LZLG" terDnoaetlo 7 fl ; Op:: d D Gat Cm,a"I 17Yplytm Doke oz SEFR4ER. F1 $3564 as t'bc tc anaua-•n aa.w m.r.u.c:rvL. Tti:1 T> G?i 17 Ta'Fl:l irl7 fDY T4Y T` . ralaern . •Ia,.F: a cF ti s•rul:rs+r'- • • ra=1a ETAILS GtrLZ 1n1: 1: vs N.i s PIr. !': t: lwi . • (c;C i`1 . r•:ra r. ri 1fn r 7 1.r cr n: n "a, n,y.. 'I " _ di Ina:daeaalll:ra: 4at4mu. _-- iy++[+ LZ I q -q, (o wk- "pzvk,, L CITY OF Sjk 40RD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 4678.00 Job Address: 3710 Saltmarsh Loop Historic District: Yes NoZ Parcel ID: 17-20-31-502-0000-0010 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC new construction equipment and duct work. Carrier 2.5 Ton system with a 5 kw heater. Plan Review Contact Person: Connie Kulp Phone:407-886-3729 Fax:407-886-7580 Name Starlight Homes Title: Exec Admin Email: connie@energyair.com Property Owner Information Street: 1064 Greenwood Blvd Ste 124 Phone: Resident of property?: NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-886-7.580 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date S; ture of Conttractor/Agent Date Q 4 0. G. Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Flonda Date ot" CMisersonaMynh ' 7q Owner/Agent is Personally Known to Me or Contractor Agto Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: 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, 2018 Permit Application WORK ORDER Job #: 34703 145995 Date: 1 /26/2018 Subdivision I Phase I Bid I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1001 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3710 Saltmarsh Loop CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 132773 Model/Bld : 1826 Vo a er Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: - Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU Location - Permit Information: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Eff iciency Efficient EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty 1 Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 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 1.76 22.18 Rou hin 2,349.00 04-Installation Labor 26.18 392.70 06-Piping Labor 6.63 112.63 Trim 2,349.00 14-Kitchen Vent Trim 02-Material/Tax 1,239.92 1,339.77 Permit 70.0001 -Equipment/Tax 80.0009-Permit/Other 011-Delivery Labor 1.39 17.46 20-Pull Material Labor 2.771 34.93 Total Contra - 4 768.00 1 2-Startup Labor 2.501 42.50 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 1 - 1826 SL Builder Name: Starlight Homes Street: 3710 Sattmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2406.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 11"11.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1139.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned floor area above grade (ft 1826 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1139.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft' b. Conservation features b. Floor over Garage R=19.0 400.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 54.32 PASS Total Baseline Loads: 57.42 1 hereby certify that the plans and specifications covered by Review of the plans and F-11R4E Srgr this calculation are in compliance with the Florida Energy specifications covered by this V • • ' = 60, Code. calculation indicates compliance r,,.„ •'s ,°;, PREPARED BY: ~_ with the Florida Energy Code. Before construction is completed O f ' `IDATE: I -1 this building will be inspected for 0 compliance with Section 553.908 I herebycertify that this building, as designed, is in compliancefY99P Florida Statutes. with the Florida Energy Code. V6ODWE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/19/2018 3:58 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 4 Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date: 06-13-2018 Model Status: Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity(H12)' Single pr HigfT,Stage,•(47Fj:28600, 4, HSPF(rfeglon,lV) 8:20 A M1 l i-.:--" 1; _L a ) " __•- cam •Tr;,`. r,` .. .Fri' 'd".i ,ap_ .-,. • ., c EJ' t'Active' Model Status are those that an AHRI Certification Program Participant Is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced.'Productlon Slopped Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT Is still selling or offering for sale. Ratlnos that are accomoanled by WAS Indicate an Invotunlary re -rate. The new oublished rating Is shown alone with the orevlous (i.e. WAS) ratino. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and r , confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahrldifectory.org. click on "Verify Certificate' link we,nake life better" and enter the AHRI Certified Reference Number and the date an which the certificate was Issued, which is listed above, and the Certificate No., which Is listed at bottom right. 19t 33 e ssat2s4as 2018AIr-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00000976 Date 7/10/18 Application pin number . . . 889136 Property Address . . . . . . 3710 SALTMARSH LP Parcel Number . . . . . . . . 17.20.31.502-0000-0010 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 249505 Application desc noc on file Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC SHAYNE 1064 GREENWOOD BLVD STE 124 ROSWELL GA 30076 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2345000.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1062967 Permit pin number 1062967 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 7/10/18 Valuation . . . . 4678 Expiration Date . . 1/06/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. CITY OF SANFORD BUILDING Normal hours for inspections are from 300 N PARK AVE 7:30 through 4:30 Monday through SANFORD, FL 32771 Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours SALE inspection. This is required since not every inspector is licensed to do every MID: 9520 Store: 4616 Term 2902 type inspection. Communication is the REF#: 00000003 key, so please contact the Building Official if you have any questions at Batch #: 002 RRN: 819114406875 407.688.5058 or at 07110118 10:44:50 dave.aldrichOsanfordfl.gov CVGN Water impact fee $1343.00 Invoice #: 18976 Sewer impact fee $3025.00 Trans D: 468191530917777 APPR CODE: 09855S Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 VISA Manual CNP 01-APPLCTN FEE -BUILDING 25.00 1742 01-APPLCTN FEE -MECHANIC 25.00 01-BLDG PLAN REVIEW 975.00 02-CURB CUT/DRIVE - S/F 40.00 AMOUNT $99.00 01-FIRE IMP-RS 9-2017 383.81 APPROVED I AGREE TO PAT ABOVE TOTAL AUOUIIT IN ACCORDANCE ITITN CARD ISSUER'S AGRFEIIENT UERETAI AGREENEIIT IF CREDIT VOUCHER) FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE REIAIII THIS [OPT FOR STATEIIENi PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. VERIFICATION NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. MERCHANT COPY h ifCITY OF SkNFORD FIRE DEPARTMENT Job Address: 3710 saltmarsh Loop Parcel ID: 17-20-31-502-0000-0010 Type of Work: New Addition Description of Work: Electrical wirir Plan Review Contact Person: Brandon Phone:407-630-0119 Fax: Name Starlight Homes FL LLC. Building & Fire Prevention Division PERMIT APPLLICATION Application No:. ) l I 1 Documented Construction Value: $ 45,000 Historic District: Yes No Residentialm Commercial IRepair Demo Change of Use Move ps, underground slab, rough and trim Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: 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, 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 1, 2018 Permit Application 01 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owncr/Agent's Name Date Signature of Notary -State of Florida Dale Owner/Agent is Personally Known to Me or Produced ID Type of ID 5"Q- '". Lpls-11-t $3, - ' Signature of Contractor/Agent ate s 11ro.nc 1tt)r1 C16h5 3 Print Contractor/Agent's Name ? Signature of No of Florida ate S Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: 1 1 Revised: January 1, 2018 Permit Application CITY OF SANFO'[)'[-' r-llt[ or::i n lT rrai Building &Fire PrP on rExNy Pli TION qa(0 Application No: Documented Construction Value: $ 45,000 Job Address: 3926 Saltmarsh Loop Historic District: Yes No 1-502- 0000-0370 Residential Commercial 17 20 3 Demo Change of Use Move Parcel ID: Alteration Repair Type of Work Nevtl Addition0 s underground slab, rough and trim Description of Work: Electrical wiring, 150 amps, Brandon Gibbs Plan Review Contact Person: phone:407- 630- 0119 Fax: Name Starlight Homes FL LLC. street: 1064 Greenwood Blvd., Lake Mary, FL City, State Zip: 3_ Title: Director brandon. gibbs@reedcm. com Email: Property Owner Information 407-708-0163 Phone: Ste 124 Resident of property? : contractor Information Name Brandon Gibbs 146 West Plant Street, Ste. 240 Street: City, State Zip: Name: n/ a Street: City, St, Zip: Winter Garden, Bonding Company: nla FL 34787 Phone: No 407- 630- 0119 Fax: EC1300B106 State License No.: Architect/Engineer Information Phone: Fax: _ E- mail: Mortgage Lender: nla Address: Address: YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUUST BE WARNING TO OWNER: YOUR FAILURE:)U INTEND TO TO RECORDANOTICEOFCOMMENCEMENTMAYRESULT1NYOURTS FIRST INSPECTION- ECORDING YOURNOTICE OF PAYING TWICEFORIEDONVfJOBSITEBEFORET ATTORNEY BEFORE RECORDED ANDPOSTFINANCING, CONSULTWITHFOUR LENDER OR AN COMMENCEMENT• that no work or installation has construction ermit to do the work and installations as indicated. I certify wells pools, Application is hereby made to obtain a p e secured for electrical work, plumbing, signs, commenced priortotheissuanceofapermitandthatallworkwillperformedtomeetstandardsofalllawsregulatingitin this jurisdiction. I understand ks and air tR separate per furnaces, must furnaces, boilers, heaters, , ,h Florida Building Code hall be inscribed with the date of application and the code in effect as of that date: 6 Edition (201 FBC 1053SpermitApplicationRevised: January 1, 2018 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent tro.na un Ci 6b.5 Print Contractor/Agent's Name 3 Signature ofNot4vIS ofFloride lbate a a Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced IDType of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: Revised: January 1, 2018 Permit Application TRI-COUNTY TESTING LABORATORIES, INC. AREW 31 South Main Street Report No: 108 Winter Garden, Florida 34787 407-656-9656 E,A:.BLp'•. Na.52583 REPORT OF OF IN PLACE DENSITY TESTS FSSIONAI-E. •• Project: Wyndham Preserve lot I Proctor: July 27, 2018 Contractor: Starlight Homes Specification: AS D-1557 Optimum Moisture: 12.1 % Location: Building Pad Maximum Dry Density: 106.1 Material: Gray Sand Date Tested: 07/26/ 18 meets or exceeds specifications* Location Depth inches Dry Density Max. Dry Density Percent of Max. Moisture Ibs.cu.ft. Ibs.cu.ft. Density Percent Northeast 0-12 104.7 106.1 98.6 9.9 Northwest 0-12 104.5 106.1 98.4 9.6 Center 0-12 104.2 106.1 98.1 9.4 Southeast 0-12 104.8 106.1 98.7 9.2 Southwest 0-12 104.6 106.1 98.5 9.7 11111. SPECIFIC PURPOSE SURVEY FORMBOARD) WYNDHAM PRESERVE LOT I PB 81, PG 93) do N v w v , W a t•i v e ov, a voo a d w v0b moz C CC3 m 3 3 W W 3 W w a_ Co 0 01 i7 c1 co b rQ 01 LO et i:V m n N O d n O 1n vl v1 to z z z L LJIX m o 0 Co a N d N ani ao C' ito 0 Q 11i n a!O W)) n n to N N Q 0 rn L M J 0 I!) b1 0 1 t0 O 01 W 0 1r) N i;o M N 4t Oa N U 0 0 0 0 0 2 0 O 0o N 0 N LO 00 N 0 co 0 N 0 N z Z U U U U U U U Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 5' Side Street - 15' BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. u 20' UTILITY, BUFFER, WALL, LANDSCAPE, EASEMENT LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY 9"42'172BOULEVARD R/W MAP COUNTY PROJECT PS-0137 25. 19 PCP idaiiiNg 1 I I i I I 1 LOT 1 i AREA = 816 S.F. I I 0 N ; 1 I 1 I c 117.5' 2 STORY RESIDENCE r` 3710 SALTMARSH g LOOP 7A' W off_ f I v7 PCP C7 rcr- roof cqui menc LEGEND:AOUSSD-Access DroinO a Utilities Sidewalk g / / LB -Licensed uainess B- Backflow Preventer SlightermoDistanceEasement S -Survey PRM ent Monument t R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power k Light P -Plat FFE-Finish Floor Elevation D. .-Deed Book Water Meter O.R.- Official Records Book N-Water Valve P.B. - Plat Book V-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCIXI-Reclaimed Water Valve Conc.-Concrete D-Coble Box BP -Brick Pover I] -Telephone Box SW -Sidewalk D-Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet r•r -Guy Pole GTI-Grote Top Inlet 0-Light Pole P.U. E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feel ENHo -Electric Handhole D.U. E. -Droinage Utility Easement COO -Clean Out FMGD-MAG NAIL 6c DISK XVD4-Irrigation Control Valve P.K. - Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod L87768 wD4-Gate water Valve SPKO-Set P.K. do Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod L87768 c'-Existing Grade FlP -Found 1/2" Iron Pipe LB7768 a -Blow-off Valve FPKD-Found P.K. Nail k Disk L87768 -_-Droinage Flow Direction FCM-Found 4"x4" Concrete 0 Proposed Design Grade Monument PRM L87778 Note: Some items in above leaen As-Built/ Existin Grod may notbeODDgficablelDateIOwn FORMBOARD FFE = 30. 49 28.0 i 4 a, U h 0 40. 0' M o: L) UUz 8N GJ O CIO ti 6GG S tiN e p uNE oF PP) oN-\ , PCP PN DIMENSION NOTE: G6 Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar Items shown hereon were token from engineering plane 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 do finished floor elevations shown hereon are from the construction plan for "MDHAM PRESERVE'. City of Sanford Seminole County, Florida. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X" 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 1, according to the plat of SURVEY) "WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida rty 555 Winderley Place, Suite 109 This certifiesthatosurveyofthehereondescribedpropsMaitland, FL 32751 was mode undermy s u pe_ryj;ign and meets the Standards of Practice set fo Di Flbtldg Board of Professional Phone: (321) 270-0440 Surveyors & MapR . hl: Yj, Florida Administrative Fax: (813) 248-2266 code, purs r vee 7'j orido Statutes. Licensed Business No. LB 7768 GeoPoint Surveying, Inc. P v `W F... LS6915 Drawn: RCA Checked: JDL P.C.: Data File:BrbsonEost-Plat DRIDA PROFE§SIOf , StiRVErF)R NO. ........... ••••• Date:07/26/ 18 Dwg:8d=Eost-Lott Order No.: — NOT VAUD WITHTY4_ VVd1i4 AND THE ORIGINAL ED SEAL OF A FLO IIDO Ut2 ED SURVEYOR AND MAPPER SEC. 17 — TWN. 20 S. — RING, 31 E. Field Bk: CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 3710 saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0010 Residential Commercial Type of Work: New Addition Alteration Rcpair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Tide: Director Phone:407-630-0119 Fax: Name Starlight Homes FL LLC. Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : Contractor Information Name Brandon Gibbs ( Street: 146 West Plant Street, Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: No Phone: 407-630-0119 Fax: State License No.: EC13008106 Arch itect/Eng I neer 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 61° Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State ofFlortda Date Signature of Contractor/Agent ate, Liran on c6b5 Print Contractor/Agent's Name 5 Signature of No of Florida ate Owner/Agent is Personally Known to Me or Contractor/Agent is / Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMA ENTS: UTILITIES: 1ST Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application CITY OF SANFOF D BUILDING & FIRE PREVENTIC N F D PERMIT APPLICATIC N Application No: 18 - 14,34 Documented Construction Value: $ (o8 50 Job Address: lli o 5G_i+mo_v-6h Lor p Historic District: Yes No Parcel ID: Residential © Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: Pt (o ni- Vo4 ct_ c cS-e_[ Plan Review Contact Person: Los, b ;1 cs-2'— Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name R J . C t G `. vvtlo tv Phone: -'2-74-2_q 3 43 Street: C00 I Fax: Flo -}- Zgy- 44 E City, State Zip: Or-i ra.7d o I ``1i1 2y State License No.: CrC o 2.U,3 4 Z Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VOLR 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 F COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation 1 commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construct in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pot furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maylb'e found in the public records of this county, and there may be additional permits required from other governmental entities such as wter management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit al. rhe actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val e, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work I ill be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID T•a.-r • ac 2Gty Signature of Contractor/Agent Date Print Contr CsNc Cr— Signature of Notary -State of Florida PAT MY COMAMSSIC SI q 9 FF 120&4 EXPIRES: Auc f1°f;ti D Sawed ihrutktan isl 25, 2018 bfcllndervrtirrs r Contractor/Agent is c/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: B1•lilding Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: F IRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application 9507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 Orlando, FL 32824 coin 727-863-5486 813-661-0707 407.855-2636 SlateI 42 R.J. KiELTY Page: 10 1 Proposal No: 717-13528 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florlda, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Voyager - 1826 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of $6.850.00 Payment to be made as follows: 40`/o Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work -to -be- ompleted in a workman like manner according to standard practices. Any alteration or deviatio rom specifications below Involving extra costs will be exe led only upon vaitten orders, and will become an extra charge over and above the estimate. A agreements contingent upon strilcm-alc dents or del r control. Owner to fire, tomado. and other necessary Insurance. Our workers are covered by worker's co pens ' n Insuranct`{, full AUTHORIZED SIGNA THIS PROPOSAL MAY BE W I HDRAW N IF NOT ACCEPTED IN 30 Q kYS We hereby submit specif'c an slimales for: Master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve t Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-912 1.28 While Elongated 1 Lev Gerber Maxwell 22-514 Pedestal While With Moen Chateau 64925 Chrome Faucet Klrchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box Dishwasher Hook Up Ulflltles 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Baekfilling By Others) Backflow Preventors Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per fool 401 Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJIO - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made s outlined above. I agree to pay reasonable attomey's fees court costs In the event of legal action. A monthly service charge of 1 1/2Y will be added after 0 days. Any sewer taps deeper than 4 1 /2 feet or requires backhoe or dewaterng will be an extra charge. SIGNED usc Ji DATE OF ACCEPTANCE & PAGE 2:r Branch: Hudson Last Edit By: Last Edit Date: 727/2017 FINAL BOUNDARY SURVEY zB WYNDHAM PRESERVE LOT I PB 81, PG 93) O N 3 3 w w 3 w w Q DO Od 0 ON NN uj Onm N O r ao to to 0 0 Z Z Z W 7 i G o U N W M 0 n M 0 0) ao u 0 W) MlOa) O Q r) LLI Q J 0 u) O M 000 d O O N O N M N N N N M N U 0 0 0 0 0 0 0 N 0 O O 0 N 0 04 N 0 N tD O N O Z U U U U U U U Building Setbacks Setbacks: Per construction plans for W"DHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side = 5' Side Street = 15' LOT 2 Q: C C J r m PCP C7 P-tr- —roof ed men, LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed s BFP—Baekflow Preventerreven Si ht Distance Easement9 S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power do Light P -Plat FIFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B. -Plot Book Cr-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver In —Telephone Box SW —Sidewalk m—Electric Box FIFE —Finished Floor Elevation 0 —Utility Pole cl —Curb Inlet Guy Pole GTI —Crate Top Inlet Light Pole P.U.E. —Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride m —Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Hondhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD -MAG NAIL & DISK Cvt 4-Irrigation Control Valve P.K. -Parker Kolon Noil p -Sign SIR -Set 1/2" Iron Rod LB7768 wD4-Gate Water Valve SPKD -Set P.K. do Disk LB7768 IR-Gas MeterFIR -Found 1/2' Iron Rod L97768 Existing Grade FlP -found 1/2' Iron Pipe LB7768 FPKD-Found P.K. Nail do Disk L87768 a -Blow-off Valve Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 10. As-Built/Existin3 Gradfl Note: Some items in above legen may not be applicable) REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. 20' UTILITY, BUFFER, WALL, v ` LANDSCAPE, EASEMENT LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD -R1W MAP COUNTY PROJECT PS-0137 i N 65y ,P cF Pal P 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 plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' 20'. 7. All boundary line dimensions are field measured unless otherwise noted. Last Date of Field This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors do Mappers in Chapter 5J-17, Florida Administrative code, pursuant to Section 2.027, Florida Statutes. James D. Leviner LS6915FLORIDAPROFESSIONALSURVEYORdoMAPPERNO. ..........1.... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X' DESCRIPTION: LOT 1, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: RCA I Checked: JDL I P.C.: jDato FlIe:8rts dart -Plat Date: 11/29/18 Dwg:W wwiEmt-loft I Order No.: — 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: ENVIRONMENTS FOR Liii 0 A- ( 0 SITE ID: 400415 LOT: 1 BLOCK HOUSE 3710 STREET: SALTMARSH LP CRY: SANFORD STATE: FL LP: 32773 COUNTY: SEMINOLE ACCOUNT* 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: NIA PLAN: NOP 10/16/2017 PROGRAM: CODE4100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3710 SALTMARSH LP, SANFORD, FLUM TEST: BLOWER DOOR RESULT: PASS TESTER: Dare Revelle DATE: 01/172019 Pbunbina IR Sun Taster I Dave Revelle I Dab 1 01/1712019 1 Result I PASS _ _ _ J TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED NIA 5 1 Attic Access Panel(fully skated and insulated x 5. 2 Attic drop -downStair(fully asketed and insulated) x 5. 4 Recessed Lighting Futures (ICAT labeled and seated to drywall) x 5 5 Whole -house Fan insulated gasksted to the opening x 7. 3 Fresh air ventilation installed per programspecs x Sbwar Door BD Te BD Actin Room Pressure Test BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL G. CODE SHELL BO. S( 160') NIA 15,677 0 0 PROGRAM CFM 60 CODE CFM 60 PROGRAM ACH 60 CODE ACH 60 PROGRAM of Shall CODE of Shell 0 11.829 7 1, 447 5.54 Motor Mat Btrm 0 Bdm12 0 Bdrm 3 0 Berm 6 0 Rm 1 0 R. 3 0 1 Otitis 0 Bdmn a 0 Rm 2 0 Co Detectors EnsW Stu Qualified noes? Efficient Pedlu ? X 60 or> Of Hardwired Lights Mort Be CFL Or LED x Low Flow Faucets, Tolbta etc? x Programmable Therrmsbt? x Csrtltbd Green Program Level Requina Visual Inspectbn System Item Location Manufacturer Name Model 11 Model 02 Model 03 Modal 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM 3 WATER HEATER SYSTEM WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER FB4CNP030 PUMP SYSTEM 2 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM a FURNACE SYSTEM a HVAC OUTDOOR UNIT SYSTEM a HVAC INDOOR COIL SYSTEM a HVAC AHU (HEAT PUMP) BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT a OF BEDROOMS (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 I 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: Dove Revdb DATE: 01/172019 BUILDING SPECIFICATIONS 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 Hill: 5.54 CI : 5 54 ACH 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 0 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 - 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 ComlMnb Comment Dub NO TRIM FOR ATTIC ACCESS OR WEATHER STRIP INSTALLED AT TIME OF TEST 01/17/2019 TEST: DUCT BLASTER RESULT: PASS TESTER: Dove RovaOs DATE: 01/172019 TOTAL CONDITIONED FLOOR AREA 0 1 1,626CFASOFT) DUCT LEAKAGE TO OUTSIDE % TARGET 0.00% 6.00Y. TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1.626 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 146 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 47 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 2.57% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. 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 ( CFW5) 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 TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Roves DATE: 01/1712019 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 4 SO FT. SERVED (CFN SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET BUILDING SPECIFICATIONS SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE OF CFN ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFN ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFN ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFN ACTUAL BUILDINOCNARACTERI8TIC8 ASDESIGN-VALUEB ASBUILT-VALUES COMMMENi DUCT LEAKAGE TO OUTSIDE REM NA,,- DA26CFM25 / CFA TOTAL DUCT LEAKAGE REM NA :1. Z 0.12 CFM25 / CFA FLOW RING PRIF) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3710 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32773 Permit Number: Design Location: 3710 Saltmarsh Lp (Lot 1) Jurisdiction: Cond. Floor Area: 1826 Cond. Volume: 15677 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1447 ELA. 80 EgLA: 188 ACH: 5.54 SLA: .04 ACH(50) ' : 5.54 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. Ci—ln — kA„ lti 0nint T..t nor. HOUSE PRESSURE FLOW: 1 50 Pa 1447 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm 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. Signature: Printed Name: Dave Revelle Date: 01 /17/2019 Digitally signed by Dave Revelle Date: 2019.01.17 10:34:45 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle topbuild.com, C=US 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 with any questions. 10/25/2017 400415 This certificate is presented to Dave Revelle 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. Eo 0p)BU-11lt IsHome 5ervtces RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This tone was generated from EFL Protect Manager. property of TopBuifd Home Seances DITATD 04/05/2019 Certification Expires FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3710 Saltmarsh Lp Permit Office - City, State, Zip: Sanford, FL 32773 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Ill jet I aaknna Tact Racj iltc CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 47 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct Sum lines 1-4 47 System Leakage Divide by 1826 Total Conditioned Floor Area) 0.0257 (On,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 Revell* Date, 2019.01.17 1034.42 EST CN=Dave Revelle, O=TOPBuild Rater Of Record: r) Home Services• Ou, eflceR------- rE.6lta Printed Name: "'rave ReAWU1ld °dm, c=us RESNET S: 4311088 Date: 01 /17/2019 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. Building Official: Date: O gt;E Sr4 oG Ga r YCOO WIE Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 400415 Slarli(hl Nome. s,la, ran c-nmi..i.r e.r u>s Sde Peraorc Ik.her C.d. Upddd Th..Sh _1/2=19 P,yable 1/I5/2019 SuNiviaion w i m.- Pasha. Name 5.1. Darr I'mi ed CI-irrg Darr Nd Cwnmi.uund 5de Price ean— Cwnmiuinn r.aem.er Cwnmr r n sphl u Cwnmiaion Due d CI-ine Ad"Cl— Dale C-- Arrivi Tramler5en rrdComrr.nr. eon-Paydd. 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