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Home My WebLink About3929 Saltmarsh Lp 18-910; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT 12 -q/10 STATEMENT NUMBER: 18100001 DATE: February 28, 2018 BUILDING APPLICATION #: 18-10000165 BUILDING PERMIT NUMBER: 18-10000165 UNIT ADDRESS: SALTMARSH LOOP 3929 LOT 175 17-20-31-502-0000-1750 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: 3929 SALTMARSH LOOP / LOT 175 / 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 R 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARgle KS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE XORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida.Departmerjtaf Business and Professional Regulation. - Residential Performance Method Project Name: Lot 175 - 2260 UL Builder Name: Starlight Homes Street: 3929 Saltmarsh Loop Permit Office: Seine County1OCity, State, Zip: Sanford , FL , 32773 Permit Number:# 8 1Owner.}-e•J Design Location: FL, Sanfor Jurisdiction: ,, 11 nSANF County:: Se8i,%14 ida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Eiderior R=13.0 1212.50 ft' 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. NIA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 7. Windows(191.0 sqft.) Description Area 11. Ducts a. Sup: Attic, Rei: Floor 2, AH: Floor 2 R ft' 6 452 a. U -Factor: Dbl, U=0.34 150.00 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 36.0 SEERA4.00 c. U -Factor: N/A ft: SHGC: 13. Heating systems kBtu/hr Efficiencyd. U -Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 fl' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 63.25 PASSTotalBaselineLoads: 65.79 I hereby certify that the plans and specifications covered by Review of the plans and STaTFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis ah - Nv -NCode. calculation indicates compliance with the Florida Energy Code. f-- /nor ''•••• "` O PREPARED BY: , Before construction is completed DATE: 9 - l j this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. f with the Florida Energy e. C'00 W r. 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 2:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FEB 16 2018 Lt i3 (bQ z? -- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 & Ct 10 Documented Construction Value: S "'10a tp Job Address: 2PAag Yb -N Historic District: Yes No Parcel ID: 17-20-31-502-0000-1-150 Wyndham Preserve Lot k`tS 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.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : 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 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA `, E-mail: sives@mulhemkulp.com Bonding Company: NA Address: Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FOC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: lune 30, 20155 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 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 Signature of No -State of Florida 0 Shayne Mange1 1 NOTARY PUBLIC e _STATE OF FLORIDA i !:omm# GG113111 s e Expires 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 9 Electrical e Mechanical er Plumbingig Gas[] Roof Construction Type:_16 Occupancy Use: Flood Zone: )C -SE At!t ACf 4ED Total Sq Ft of Bldg: 2,193 Min. Occupancy Load: # of Stories: Z - New Construction: Electric - # of Amps I,SD Plumbing - # of Fixtures / % Fire Sprinkler Permit: Yes No Q # of Heads APPROVALS: ZONING:X. kb I$ UTILITIES: COMMENTS: ENGINEERING: A+'CC. Z-Vb-%$ FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. LKo .P, °to 'uvtP. ZVoD IV aTl\m -1 &L - Fire Alarm Permit: Yes No a WASTE WATER: BUILDING: Revised. June 30, 2015 Permit Application CITY OF SANFORD FEB 2018 BUILDING &FIRE PREVENTION PERMIT APPLICATION Application No: TO Documented Construction Value: S 12A) I'M Job Address:3`12°`• tir rbr Loa o nr-ar t Historic District: Yes No Parcel ID: 17-20-31-502-0000-1-150 Wyndham Preserve Lot Residential [2 Commercial Type of Work: New ® Addition Alteration E.] Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 :Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 Resident of property? : Contractor Information Name Starlight Homes Florida; LLC/Robert Willets Phone: 407-647-3700 No Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectlEngineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mtilhemkulp.com Bonding Company: Address: NA Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlbiPROVEMENTS 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 CO-INIIVIENCEMENT. 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. FRC 1053 Sball be inscribed with the date of application and the code in effect as of that -date. Vb 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. z+7 a-a 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 Signature of No -State of Florida sha`yne Mangel t NOTARY PUBLIC r, ESTATE OF FLORIDA v - Comm# GG113111 sipc A Expires 6121/2021 Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WIJ Z -/'"i / WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: lune 30,2015--.. _Permit Application_ _ REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHEDD Permit # Address: BUILDING PERMIT MinMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence REVISED: June 2014 v rr,•s+y.?lam vA.a •r 1:' ?yvt•;'fJ'r r.•,;:::};Y:':r. •'r...;.:. .:,r w•..• '. 0FiL'EC RICA L PERM•ITa r „'.c ` f~ 4" r .. : i'•'(. Y•1: - . . it. :`.•'G!•,;+• Y, r5. L•. tsy'•.{ii• • .•.'.•1•.I<4iv^i.Y i'arL:!i/:L Iarllv.I+LI. Min Max Inspection Description 10 Underground Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 i Electric Rough 1000 Electric Final i i RI _".. 5[ - , a_[,; cr, f1 i ) . ,moi t=S_,''SN 1 •"- ? :. Max Inspection Description ' Inspection Description Underground Plumbing Sewer Of, i J'-3>y4nry. aim •snoepc e.,r.:,-: T": y>t>r.. }." i •L":ir: °.r.:f...:.T... ...,.:,._ <[i r7vi iMFGHA_ N(IC PE•Rlv_I IT>_:,,:,; 3:• ~ .-::=1: f ••: ., a`% _:; ._•::.:;•'•,,•: .• ,y ; , 3tr_•{:_:yu.Si..7.x._. ..1.1'r.:[i •. L..• •:l"' ._ YY..a _.`sif.rtr•'Fa• Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final i i Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & pLandscaping in Right -of -Way www.sa'"OrofLgov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Nay. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Calleetoretioudry 1. Project LocatioNAddress: 2)9a1}ttYv fOh OtQr a1nv 1 F -L J—l 3 2. Proposed Activity: Q Driveway FX Walkway E] Other. 3. Schedule of Work: Start Date Completion Date rEmergency Repairs 4. Brief Description of Work: Construction Of New SFR This application i ub itted by: Property Signature: Print Name: (`f11Ci`QC_ Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.manger®sWdighhomes.com Date: Maintenance Responsibilitieslindemnification 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stornwater 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 -0f --way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right -of --way. I haveparll apTOWerstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Date: 0 a.-1 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pour inspection. Official Use Only Fee: Public Works Utilities Approved: Engineering nACZ);U, Site Inspected by: Special Permit Conditions: November 2015 Date: Date: Date: Date: Date: ZU'?Vg Date: Ddvowav_odf City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mange)@starlighthomes.com Property Address: 3929 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1750 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-910 Reviewed by: Michael Cash, CFM Date: February 28, 2018 LEM9TED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: - a,- l a - 'K 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 located at: 39ag a+rYuYah Ume, wt Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 1adaygrC4 200 by R4aert WHIPAs who is personally known to me or o who has produced as identification and who did (did not) take an oath. ta@alyangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Cr Ie tExpires 6/21/2021 Rev. 08.12) 1__.. a.L,. E-4 Print or tWe 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: -A - ID1 A '% U•fProjectName: Wyndham Preserve - Lot 11SProjectAddress: B19`R 4Z*.\* Y wral1 Sanford FL 32771 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. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. rt Print Name f Ownerfrenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Prin Name of Gen. Contractor Signature of Gen. Contractor CGC1522341 Gen. Contractor License # tit EasEe rbroo Print Name of El. Contractor SimgnatureofEl. Contractor EC 0203091 P EI. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/_/. Rev. 02/10/15) THIS Name: INSTRUMENTSRUMHomes Florida : my lAtcy 1 1 Address: 1064 Greenwood Blvd Suite 124 GRANT NALOY SE11INOLE COUNTY Lake Marv. FL 32746 CLERK OF CIRCUIT COURT & COMPTROLLER BK 907. P3 1255 (1P3s) CLENOTICEOFCOMMENCEMENTRECORE 2/13/ 20181 RECORDED"02/13/2018 10.59:03 AM State of Florida RECORDING FEES $10.00 RECORDED BY hdevore. County of Seminoles(/3/ Permit Number. I17_ I " Parcel ID Number. 17-20-31-502-0000- \-1S0 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 Pas 93-102, Lot 1-1 S Address: 3ga9 a1r rlr,rsr 4 o p ,r t-,, Tom. 3a-13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself. Owner Designates NA of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to thekil wledge and belief. era Signature Owners Printed Name Florida Statute 713.13(1)(9): 'The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' M O State of County of 1 1 r) oIf— ( S j ThT71Ing i strument s owledg before me this day of Y i r- o by ck)Who Is personally known to me CT Name of person making statement Y OR who has produced Identiflcation type of Identification produced: u = i Shayne Manger wo , t NOTARY PUBLIC STATE OF FLORIDA , 1 ,, Q `/l^ v Comm# GG113111 — — !— Notary Signature Expires 6/21/2021 F9 ca V r FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Departmer)t.of Business and Professional Regulation - Residential Performance Method Project Name: Lot 175 - 2260 UL Street: 3929 Saltmarsh Builder Name: Starlight Homes Loop Permit Office: Semille County City, State, Zip: Sanford , FL , 32773 A 1 Permit Number: 8 7 1 O Owner: J; -r Design Location: FL, Sanfor nSAIVFJurisdiction: yy11 County:: Sei ida Climate Zone1 2 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U -Factor: Dbl, U=0.34 150.00 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 36.0 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 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Total Proposed Modified Loads: 63.25 Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and ST,gl this calculation are in compliance with the Florida Energy specifications covered by this+ 0i- tHE O Code. calculation indicates compliance PREPAR D BY: with the Florida Energy Code. Before construction is completed m;,,,;,• ;, DATE: - c1 - (•- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy e,, COp WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/2018 2:47 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 1/19/2018 2:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot 175 - 2260 UL Bedrooms: 4 Address Type: Street Address Building T-ypL: —Miser — - Conditioned Area: 2260 Lot # 175 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlalBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3929 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft' 0 0 1 2 Raised Floor Floor 2 ____ ____ 47 ft= 0 0 0 1 3 Floor over Garage Floor 2 _--- 275 ft' 19 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 W 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 1/19/2018 2:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 1/19/2018 2:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below A Arnl Io WallType EL -Value FI In FI In Area R-Vahip FraCtipn ANtor Gr, o 1 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 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 7 3 9 5 68.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 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 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 S Wood Floor 1 None 39 3 6 10 20.5 ft' 2 S Wood Floor 1 None 39 2 10 6 10 19.4 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 W 2 None Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 S 3 None Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 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 4 N 7 None Low -E Double Yes 0.34 0.26 N 60.0 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 1 411 ft' 411 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/19/2018 2:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/19/2018 2:47 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#Y COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 drn 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft= DUCTS Supply -- Location R -Valve Area Return -- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 452 ft= Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Healing JXJJan tX Feb w Mar Jan [ Feb X Mar Ceiling Fans: Apr im: May lX Jun Jul lX Aug Jun Jul Aug X Sep Sep LOctlxl X Nov Nov Dec DecVenting Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 Cooling (WEH) AM 78 PM 78 Heating (WD) AM 66 PM 68 Heating (WEH) AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Healing System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pum 1 - Central Unit 1/19/2018 2:47 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3929 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U -Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U -Factor: N/A SHGC: c. Frame - Wood, Adjacent d. U -Factor: N/A SHGC: d. N/A Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. other (see details) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4 d. N/A R= ft' No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 2260 b. N/A R= ft' Area c. N/A R= ft' 150.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 41.00 ft' 12. Cooling systems kBlu/hr Efficiency ft' a. Central Unit 36.0 SEER:14.00 ft' 1.000 ft. 0.258 Insulation Area R=0.0 1002.00 ft' R=19.0 275.00 ft' R= 47.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: dAg also Address of New Home: 1,-,y.s . l City/FL Zip: kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat 04 THE ST,g2 UCe D 0 l FG 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 2:47 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 175 - 2260 UL Builder Name: Starlight Homes Street: 3929 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 an dropped ceiling/soffityppg /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 lop side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. 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 pining and widng. 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 sofinklar cover plates and walls or ceilings a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 1/19/2018 2:47 PM EnergyGaugeO 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 fest Report Performance Method Project Name: Lot 175 - 2260 UL Builder Name: Starlight Homes Street: 3929 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data 3 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 R405-2(117 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)(1), (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 dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 04-t14: Sra fit a 1/19/2018 2:47 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) • : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2(117 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)(1), (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 dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 04-t14: Sra fit a 1/19/2018 2:47 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 175 - 2260 UL Street: 3929 Saltmarsh Loop City, State, Zip: Sanford, FL , 32773 Design Location: FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number. Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 1 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct Total Conditioned Floor Area) System Leakage Qn,out)' Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/19/2018 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: y01 114E srgT o+ kill b W 1/19/2018 2:47 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary Enure House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-8863729 Email: GRenner@energyalrcom Web: www.energyalr.com - For: Lot 175 - 2260 UL, Starlight Homes 3929 Saltmarsh Loop, Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AR FL, US Job: Starlight -Wyndham Date: 611612017 By: Plan: 2260 S Magellan 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17353 Btuh Structure 15512 Btuh Ducts 3222 Btuh Ducts 5921 Btuh Central vent (47 cfm) 1319 Btuh Central vent (47 cfm) 900 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21894 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22332 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3073 Btuh Ducts 1244 Btuh Central vent (47 cfm) 1382 Btuh Heating Cooling Outside air Area (ft')2310 2310 Equipment latent load 5699 Btuh Volume ft') 20003 20003 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 28031 Btuh Equiv. AVF (cfm) 137 70 Req. total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1105 cfm Actual air flow 1105 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 2018 -Jan -19 1 Page 9 Speedic\Wyndham Preserve\Lot 175 - 2260 UL.rup Calc - W8 Front Door faces- S wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air. Ct. Orlando, FL 32810 Phone. 407-8863729 Email: GRenner®energyaircom Web: www.energyair.com For: Lot 175 - 2260 LIL, Starlight Homes 3929 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 22332 Btuh Outdoor design WB: 75.9°F Latent gain: 5699 Btuh Indoor design DB: 75.0°F Total gain: 28031 Btuh Indoor RH: 50% Estimated airflow: 1105 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh 107% of load Latent capacity: 6713 Btuh 118% of load Total capacity: 30674 Btuh 109% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21894 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 154% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 73% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Job: Starlight -Wyndham Date: 611612017 By: Plan: 2260 S Magellan Entering coil DB: 78.3°F Entering coil WB: 64.4°F Entering coil DB: 68.2°F Capacity balance: 34 OF Economic balance: -99 OF 2018 -Jan -19 15:05:59 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCK ...Speedic\Wyndham Preserve\Lot 175 - 2260 UL.rup Calc = WS From Door faces: S Duct System SJob: Starlight - Wyndham wrightsoft• ucy Summary Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: wwv.energyair.com For: Lot 175 - 2260 UL, Starlight Homes 3929 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 0.136 in/100ft 1105 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm 206 ft 7 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 C 135 6 7 0.162 4.0 Ox 0 VIFx 27.8 145.0 SO Bed 4 c 1565 75 81 0.185 6.0 Ox 0 VIFx 21.5 130.0 st2 Bed2-A h 1865 100 97 0.162 7.0 0x0 VIFx 32.6 140.0 st1 Foyer -A h 3062 164 89 0.175 8.0 Ox 0 VIFx 19.6 140.0 st1 Laun C 842 4 43 0.268 4.0 OX 0 VIFX 9.3 95.0 Loft c 2620 125 135 0.284 7.0 Ox 0 VIFx 3.5 95.0 ba2 C 212 5 11 0.186 4.0 OX 0 VIFX 20.3 130.0 st2 br3 C 1613 74 83 0.183 6.0 0x0 VIFx 22.7 130.0 st2 kit -fam h 3684 198 188 0.136 9.0 Ox 0 VIFx 41.0 165.0 st3 kh -tam-A h 3684 198 188 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 m be c 439 20 23 0.241 4.0 Ox 0 VIFx 16.0 100.0 m br C 2038 94 105 0.245 6.0 Ox 0 VIFx 14.4 100.0 VAC C 506 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 Vnc3 c 82 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 vnc4 c 493 18 25 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Sold/itallc values have been manually overridden 2018 -Jan -19 1505:59 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 page 1 ACC% ... Specilie Wyndham Preserve\Lot 175 - 2260 UL.rup Calc = W8 Front Door faces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 666 568 0.136 623 14.0 0 x 0 VinlFlx st2 Peak AVF 196 231 0.172 522 9.0 0 x 0 VinlFlx st3 Peak AVF 396 376 0.136 504 12.0 0 x 0 VinlFlx st1 Sold/itallc values have been manually overridden 2018 -Jan -19 1505:59 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 page 1 ACC% ... Specilie Wyndham Preserve\Lot 175 - 2260 UL.rup Calc = W8 Front Door faces: S Name. Grille Size (in). Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACC% ...Specific\Wyndham Preserve\lot 175 - 2260 UL.rup Calc = MJ8 From Door faces: S 2018 -Jan -19 15.05:59 Page 2 13 C V,W Level 1 Job M Starlight - Wyndham Performed for: Lot 175 - 2260 UL 3929 Saltmarsh Loop Sanford, FL 32773 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018 -Jan -19 15:06:08 m Preserve\Lot 175 - 2260 UL.rup 13 level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br 10x6 105 dm 8x48x4 23 cfm 43 c cls2 m ba -"'C Laun PVTR O DI TR 8X4 In 26 cfm hall 4" WIG 1 6- 4. 10x6 83drn 14x6 8x4 4 drn wic3 br3 wic4 8 x 4 25 dm 18 x 8 Loft 24x18 12x6 1105 dM Cfm Sup Rise 4„ 7"14" T a eaVTR n CFM 4^ bat 9 „ 4' VTR O x 4^ 1 6' t" 10x6 81 drn 14x6 Bed 4 Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 175 - 2260 UL 5401 Energy Air, Ct RightSuiteO Universal 2017 3929 Saltmarsh Loop Orlando, FL 32810 17.0.28 RSU02534 Sanford, FL 32773 2018 -Jan -19 15:06:08 w Phone: 407-886-3729 ...m 2018 -Jan -19 175 - 2260 UL.rup wwenergyair.com GRenner@energyair.com QAJ a -,u G 11/104e 7vb t, PQ r DIIVIE$SION NOTE: Proposed building dimensions shown - oereon are of the exterior. WYN,DHAM PRESERVE LOT 175 l Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT = o. o 1002 SQ.FT. GARAGE = zm N 48 SQ.FT. IIr`o PATIO Ci7 ` 0 f m WALKWAY = CL wW IMPERVIOUS- 46.8 X SOD n OFF LOT AREA CALCULATIONS cin 1,000 SQ.FT. mJ :`11 U o cD A M 00 126 SQ.FT. c 6z AREA 5.500 SQ.17._ DRIVEWAY - o 07 SIDEWALK = 3 SOD •= r DIIVIE$SION NOTE: Proposed building dimensions shown - oereon are of the exterior. WYN,DHAM PRESERVE LOT 175 l Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT = 4,400 SQ.FT. LIVING AREA= 1002 SQ.FT. GARAGE = 411 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO 100 SQ.FT. WALKWAY = 84 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS- 46.8 X SOD 2,341 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON - 114 SQ.FT. SIDEWALK - 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA 5.500 SQ.17._ DRIVEWAY - 519 SQ.FT. SIDEWALK = 284 SQ.FT. SOD •= 2,467 SQ.FT. WYNDHAM PRESERVE - LOT 175 PLOT PLAN LOT 161 1 LOT 160 rcr-roof rqul men, LEGEND:ADUSSD-Access/Drainage/UtIOUas/SidewalkLB -Licensed usinesa 8 P -Backflow Preventer 40.00' S -Survey PRM Ref. Monument R -Reported PCP -Permanent Control Point NORTH BOUNDARY FP&L-Florida Power & Light ; P -plat FFE-Finish Floor Elevation D. .-need Book L/NE OF /-Or 175 O.R.-Official Records Book D4 -Water Valve P.B. -Plat Book LOT 175 i Elev.-Elevation RCD4-Reclaimed Water Valve Conc. -Concrete AREA = 0 1 m -Telephone Box SW -Sidewalk Electric Box 4,400 S.F. t " 0 -Utility Pole CI -Curb Inlet Guy Pole 1 A/C P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU --Overhead Utilities PA6.0; F 0 -Storm Sewer Manhole NCS -No Comer Set (Falls In Water) m -Sanitary Sewer Manhole SF -Square Feet 16.0 G.0' COO -Clean Out 1 28.0 ' P.K.-Parker Kolon Nall zW SIR -Set 1/2' Iron Rod L87768 1 PROPOSED O>, O 11 -Existing Grade 2 STORY RESIDENCE a -Blow -off Valve Q FCM-Found 4"x4' Concrete 3929 SALTMARSH 0wLOOP LOT 174 fp 1 2260 MAGELLAN 1 M ELEVATION - U In GARAGE - LEFT 1 O 1 1 FFE= 29.9 1 O p 7.3 X6.0' w PORCH w O' Z 1 6.0 20.7 _ - - ory rcr-roof rqul men, LEGEND:ADUSSD-Access/Drainage/UtIOUas/SidewalkLB -Licensed usinesa 8 P -Backflow Preventer Si ht Distance EasementYPertnanentS -Survey PRM Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light ; P -plat FFE-Finish Floor Elevation D. .-need Book U -Water Meter O.R.-Official Records Book D4 -Water Valve P.B. -Plat Book Cr Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev.-Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk Electric Box FFE-Flnished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI -Grate Top' Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls In Water) m -Sanitary Sewer Manhole SF -Square Feet DfHo -Electric Handhole D.U.E.-Drains a Utilittyy Easement COO -Clean Out FMGD-MAG NAI & dISK CV1:4-Irrigation Control Valve P.K.-Parker Kolon Nall b -Sign SIR -Set 1/2' Iron Rod L87768 W04 -Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 11 -Existing Grade FlP-Found 1/2" Iron Pipe L87768 a -Blow -off Valve FPKD-Found P.K. Nall & Disk L87768 -a---Drainage Flow Direction FCM-Found 4"x4' Concrete 0 -Proposed Design Grade Monument PRM L87778 As-Built/Exletin Grad Note: Some items in above leaen may not be aoo icable 5nIDateIDwn1Ck'dIP.C1.Order No e M •0 a e- o'_ o. o 0 0 LOT 159 LOT 176 3P 1s-alo Ok to construct single family home with setbacks and impervious area shown on plan. LS6. 6'1* jwf 2260 I' 481Qllah ; v, CTL 10' UTILITY EASEMENT (P) WP451'V o 2 PROPOSED 5' J' CONC SIDEWALK 'd conic CURB -/ SALTMARSH LOOPN PCP 50' RIGHT—OF—WAY PRNATE ROAD) PCP CENTER 555.98' S89'40'51 "W UNE BUnMING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property, had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matter: shown on the construction plans for 'INYNDHAM PRESERVE", City of Sanford Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not .field verified) fir ........ . "Vv e Numh 1,v°c11151vLY SOT A Ste' it (For Pe,ijlttlp Y) ao q• r,,fP 10fies D. Leviner 6915ORIDAPROFESSIONALSURVEYOR & MAPPER NO. .. LSS......5 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 'r DESCRIPTION: LOT 175, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 ` Maitland, FL 32751 EPhone: (321) 270-0440 Fax: . (813) 248-2266 Licensed Business No. LB 7768 r7 d GeoPoint Surveying, Inc. Drawn: JE Checked: JDL I P.C.: Data File:erimnEast-Plat Date: 01/23/18 Dwg:8riwonEad-lott75 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r-- RECORD COPY PALMIERFW =ELECTRIC Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C)(31- (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 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 13.97 KVA TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA 11. GENERAL LOADS INEC 2014 - 220.82(B)(1) - (41) LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 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 u 4 p_ 1 v14.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) NF1-4R`' 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.91 KVA SUB -TOTAL (GENERAL LOADS) )NEC 2014 - 220.82(B)l 20.91 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)l 32.20 KVA MINIIM1UM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY TypO,160-Am`pdEl'ectrical :D;iagram 15.0.A, .p, SA'an, 1120V1240V l; Typical 150,A,rnp Interiior Pa'riel LciNc 2/0 SER Aluminum Service Cable SANFORD Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL NEC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Lumtrer 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: WPO175_U - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WPO175 Model: 2260 Lot/Block: 175 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 12 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date 1 1 T13023922 1 A1G 1/22/18 12 1 T130239231 A2 I 1/22/18 13 1 T130239241 A3 11/22/18 I 14 1 T130239251 A4 11/22/18 I 15 1 T130239261 A5 11/22/18 6 T13023927 1 CJ 1 1/22/18H7T13023928CJ31/22/1 8 T13023929 CJ5 1/22/18 19 1T130239301 EJ7 1 1/22/18 110 1T13023931 1 EN1GE 1 1/22/18 111 1T130239321 EN2 1 1/22/18 12_1T130239331 HJ7 1 1/22/18 ING SANFpRD OFPAR` The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 4 0 380 ' O:• ST E OF ' W 1111111/ Thomas A. Albani PE No.39380 Mlrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 Albani, Thomas I of l Job Truss Truss Type Oty Ply LUMBER- BRACING - VAA 3) Provide adequate drainage to prevent water ponding. TOP CHORD 20 SP No.2 'Except' TOP CHORD T13023922 WP0175 U AIG HIp'Girder 2 1 BOT CHORD 20 SP No.1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 91=1b) 2=688,9=688. WEBS 20 SP No.3 8) Hanger(s) or other connection devlce(s) shall be provided sullicient to support concentrated load(s) 199 Ib down and 198 lb up at Job Reference (optional) Builders FIrstS0urce, Tampa, Plant Ulty, Florttla 33566 ti.13V s Jep 16 20i mi i ex mausuoes, int. mon tan zc i5;27;2f e0 io rays i ID:75SJeCOSyOW2itGVrSnBLly96Pw-m5LikTF62MOr11 r65lmyLD52e5wkRZBVGrWJcDzsm9_ 1.0.0 3.9 14 7.0.0 11.8.9 16.3.7 21-0.0 24.2.2 26. 0.0 29 0.0, 10.01 3.9.14 3.2.2 I 4.8 9 I 4.6.13 F 4.8 9 + 3.2.2 i 3 9-14 I. Or 1 2 Scale = 1:48.9 06 = axe = 2x4 II 5x8 = 500 12 4 16 17 5 18 19 6 20 21 7 A 9 10) Ig 5x9 = IS 22 23 14 13 24 25 12 26 27 11 5x8 = 3x8 = 602 MT20HS = 5x8 = 3x4 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 CSI. Plate Grip DOL 1.25 TC 1.00 Lumber DOL 1.25 BC 0.98 Rep Stress Incr NO WB 0.80 Code FBC2014lrP12007 Malrix-SH DEFL. Vert(LL) Ven(TL) Horz(rL) in (loc) Well Ud PLATES 0.34 12-14 >987 240 MT20 0.79 12-14 >422 180 MT20HS 0.22 9 Na rVa Weight: 138 Ib 10. * 00 LUMBER- BRACING - VAA A 9 10) Ig 5x9 = IS 22 23 14 13 24 25 12 26 27 11 5x8 = 3x8 = 602 MT20HS = 5x8 = 3x4 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 CSI. Plate Grip DOL 1.25 TC 1.00 Lumber DOL 1.25 BC 0.98 Rep Stress Incr NO WB 0.80 Code FBC2014lrP12007 Malrix-SH DEFL. Vert(LL) Ven(TL) Horz(rL) in (loc) Well Ud PLATES 0.34 12-14 >987 240 MT20 0.79 12-14 >422 180 MT20HS 0.22 9 Na rVa Weight: 138 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - a hus syslern. Wore use, the tudtding designer mtrsl vedly the oWlcoblify of design pararnotors and proporly Incogoroto this design Into the overall 3) Provide adequate drainage to prevent water ponding. TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4-7: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9-5 oc bracing. will fit between the bottom chord and any other members. BOT CHORD 20 SP No.1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 91=1b) 2=688,9=688. WEBS 20 SP No.3 8) Hanger(s) or other connection devlce(s) shall be provided sullicient to support concentrated load(s) 199 Ib down and 198 lb up at 7.0.0, 111 Ib down and 110 lb up at 9.0.12, 111 Ib down and 110 lb up at 11-0-12, 111 Ib down and 110 Ib up at 13-0-12, 111 Ib REACTIONS. (lb/size) 2=2106f0-3-8,9=2106/0-3-8 down and 110 Ib up at 14.11.4, 111 Ib down and 1101b up at 16-11-4, and 111 Ib down and 110 Ib up at 18-11.4, and 199 Ib down and 198 Ib up at 21.0.0 on top chord, and 351 Ib down and 120 Ib up at 7-0.0, 85 lb down at 9-0-12,85 Ib down at 11-0-12,851b Max Horz 2=46(LC 27) down at 13-0-12,85 Ib down at 14-11.4, 85 Ib down at 16-11-4, and 85 lb down at 18.11-4, and 351 Ib down and 120 Ib up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Max Uplift 2=-688(LC 4), 9=-688(LC 5) 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Alban PE No.39360 10) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 6904 Parke East Blvd. Tampa FL 33610 TOP CHORD 2-3=-4659/1532, 3-4=-4550/1529, 4-5=-4247/1446, 5-6=-5409/1847, 6.7=-5410/1847, Date: 7.8=-4550/1529, 8-9=-4660/1533 BOT CHORD 2-15=-1381/4217.14-1 5=-1756/5409,12-14=-1756/5409,11-12=-1343/4209, 9.11=-1361/4219 WEBS 4.15=-311/1290,5-15=-1430/485, 5-14=0/369,6-12=-526/322,7.12=-493/1463, 7-11=-75/612 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst, BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 a hus syslern. Wore use, the tudtding designer mtrsl vedly the oWlcoblify of design pararnotors and proporly Incogoroto this design Into the overall 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. M iTek' 6904 Parka East Blvd. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Tampa. FL 33610 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 91=1b) 2=688,9=688. 8) Hanger(s) or other connection devlce(s) shall be provided sullicient to support concentrated load(s) 199 Ib down and 198 lb up at 7.0.0, 111 Ib down and 110 lb up at 9.0.12, 111 Ib down and 110 lb up at 11-0-12, 111 Ib down and 110 Ib up at 13-0-12, 111 Ib down and 110 Ib up at 14.11.4, 111 Ib down and 1101b up at 16-11-4, and 111 Ib down and 110 Ib up at 18-11.4, and 199 Ib down and 198 Ib up at 21.0.0 on top chord, and 351 Ib down and 120 Ib up at 7-0.0, 85 lb down at 9-0-12,85 Ib down at 11-0-12,851b down at 13-0-12,85 Ib down at 14-11.4, 85 Ib down at 16-11-4, and 85 lb down at 18.11-4, and 351 Ib down and 120 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). Thomas A. Alban PE No.39360 10) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any MIT& USA, Inc. FL CIR 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: January 22,2018 Q WARNING - Verily dodgn param fent and READ NOTES ON TM AND INCLUDED NrrEK REFERANCE PAGE MD -71073 rev. 1111011302016 BEFORE USE. Design valid loo use only vAth Mllek® connectors Inls desion is based only upon paameters shalom. and Is loo an Individual building cornponenl, nol a hus syslern. Wore use, the tudtding designer mtrsl vedly the oWlcoblify of design pararnotors and proporly Incogoroto this design Into the overall building design. ®acing Indicated is to prevent budding of Individual Inns web and/or chord members only. Addlllorxil lernforary and permanent Lxochlg 6 always iegJued loo stabllly and to prevent collarAe Win possible personal hAav told puoperly damage. For geneod puldolce oegarding ale M iTek' 6904 Parka East Blvd. fabok:allon, storage. delivery. erection and booting of Inoses and Irus systems. seeANSI/MI Quality Cdlerl0, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationovdlablehornthusWaleInstitute. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Job Truss Truss Type Oty, Ply a lura system. Before rise, the LKdldklg designer must verity the "IcatAlly of desIgn ptaametersand properly Incorporate thb design Inlo the oveall bWding deslpn. Brachg Indicated I: to btrclriing of Irxgvklltal truss web and/or c"d members orgy. Add lloix temporary and permanent bracing WOWPrevent h always rect lied for slaiAlly and to prevent collapse vAlh lossbple personal Injury and property damage. For general Guidance regarding the 6904 Parke East Blvd. lalwlcollm storage. delivery, erection and brocpng of trusses and In= systems. seeANSI/TPI I Quality Criteria, DS6-89 and SCSI Building Component 713023922 WP0175_U AIG Hip Girder 2 1 Job Reference (optional) F1uJdare FireLCnurco Tamnn Plant City Flnrirla ssssS 8.130 s Seo 15 2017 MiTek Industries. Inc. Mon Jan 22 15:27:27 2018 Pane 2 ID:75SJeCO8yOW2itGVr5nBLly96Pw-m5LIkTF62MOr1 I r65jmyLD52e5wkRZBVGiWJcDzsm9_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Ven: 1-4=-54,4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-152(F) 7=-152(F) 15=-351 (F) 11=-351(F) 16=-1 11 (F) 17=-111(F) 18=-1 11 (F) 19=-111(F) 20=-111(F) 21=-111(F) 22=-61 (F) 23=-61(F) 24=-61(F) 25=-61(F) 26= -61(F)27= -61(F) Q WARNING- VerW dea/gn parnmatore and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MP -7473 rev. IG93,2015 BEFORE USE Desllpl vclkl la rrse only with Mllek®conneclors. Rk design Is based orgy upon pmamelers shown- and Is lot an IndMdtal Wilding component, not a lura system. Before rise, the LKdldklg designer must verity the "IcatAlly of desIgn ptaametersand properly Incorporate thb design Inlo the oveall bWding deslpn. Brachg Indicated I: to btrclriing of Irxgvklltal truss web and/or c"d members orgy. Add lloix temporary and permanent bracing WOWPrevent h always rect lied for slaiAlly and to prevent collapse vAlh lossbple personal Injury and property damage. For general Guidance regarding the 6904 Parke East Blvd. lalwlcollm storage. delivery, erection and brocpng of trusses and In= systems. seeANSI/TPI I Quality Criteria, DS6-89 and SCSI Building Component Tama. FL 33610SafetyInformationavcllalplefromInasPlateInstitute, 218 N. Leo Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oy Ply DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 prevent k always regtlred for stalAlly and to prevent collapse with possltle personal tryrsy and properly damage For general gufdunce regarding the Plate Grip DOL 1.25 713023923 WP0175_U A2 Hip 2 1 1.25 BC 0.93 Vert(TL) -0.48 10.12 >699 180 BCLL 0.0 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITex industries, Inc. Mon Jan 22 15:2/:18 2018 Nage 1 ID:75SJeCOByOW 2itGVrSnBLIy96Pw-EHuGxpGkpgBilBOIeOHBuOeLiV HIA91 eUMGs8fzsm8z X01 5.8-71 + 9 0.0 i 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 1.0.01 alt 4x6 = 3x4 = 5 44 = Scale = 1:48.9 3x6 = 14 - 3716 = 3x8 = 3x4 = 3x8 = g LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 prevent k always regtlred for stalAlly and to prevent collapse with possltle personal tryrsy and properly damage For general gufdunce regarding the Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.17 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.48 10.12 >699 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.10 8 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1087/0-3-8,8=1087/0-3-8 Max Horz 2=58(LC 12) Max Uplift 2-278(LC 8), 8-278(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2104/1265,3-4=-1846/1103, 4-5-1681/1057, 5-6=-1681/1057,6-7=-1846/1103, 7-8-2104/1265 BOT CHORD 2-12=-105211894,10-12=-979/1877,8-10=-1061/1894 WEBS 3-12=-282/313,4-12-254/508, 5-12=-342/220, 5-10---342/220,6-10=-254/508, 7-10=-282/313 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This tnLss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplilt at joint(s) except 01=1b) 2=278,8=278. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.38380 MTilk USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33810 Date: January 22,2018 Q WARNING • Vorlly design paremoton and READ NOTES ON THIS AND INCLUDEDWTEN REFERANCE PAGE Ma -7473 rev, 1014W1S BEFORE USE. Design valkt rot use only with MI1ek0 conrxiclom Ills dosign Is Irssed only upon parametersshown. and Is for on Irxfivlr/uall Ixrldbng component. not a truss system. Beloro use, tlx: Ixlldng designer must verity the appllcablity, of design pniamelors anal piopeily Incorporate this doslon Into the overall Ixgdng design. Bracing bdksaled Is 10 bucklbV of IntlNkkgl in=ns web and/or chord members orgy. Additional temporary and permanent txocbg Welk' prevent k always regtlred for stalAlly and to prevent collapse with possltle personal tryrsy and properly damage For general gufdunce regarding the 6904 Parke East Blvd. fabricatlon, storage. delivery, erecllon and bracfrng of trusses and truss system soeANSI/1PI1 Cuolly Criteria. DS11-69 and 11CSI Building Component Tonpo. FL 33610SafetyInformationavalablefromtrussRoteInstitute. 218 N. Lee Street, Suite 312. AlexarxlAa. VA 22314. Job Truss Truss Type Ory Ply BRACING - WOW TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9-0 oc purlins. BOT CHORD 2x4 SP No.2 713023924 WP0175 U A3 Hip 2 1 Max Harz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7-273(LC 13) Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 9.130 s Sep 15 2Ut r MiTekex mousines, inc. noon ,Ian 22 15:27.29 20i8 rage 1 I D:75SJeCOByOW 2itGVr5nBLly96Pw-iUSe89HMazGZHL?UC8pO0eBW vvjvvZjojD?095zsmey 1-0.0 5.2-3 11.0.0 17.0.0 22.9.13 28.0.0 9.0.0, 1.0.01 5.2.3 5.9.13 + 6.0.0 5.9.13 5.2-3 5x8 = 06 = Scale = 1:48 9 34 = 1.3 r[ ,v o 3x6 = 2x4 II 3x4 3x8 = 20 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 CSI. Plate Grip DOL 1.25 TC 0.50 Lumber DOL 1.25 BC 0.55 Rep Stress Incr YES WB 0.42 Code FBC2014l1PI2007 Matrix -SH DEFL. in (loc) Well Ud Ved(LI-) -0.11 12 >999 240 Verl(TL) -0.2812-13 >999 180 Horz(fL) 0.10 7 Na Na PLATES GRIP MT20 244/190 Weight: 136 lb FT = 20% LUMBER- BRACING - WOW TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 5.6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1087/0-3-8,7=1087/0-3-8 Max Harz 2=-70(LC 13) 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=-2213/1314, 3-4=-1669/1033,4-5-149211016, 5-6=-1670/1033, 6-7=-2213/1314 BOT CHORD 2-13=-1105/1986, 12-13=-1105/1986, 10-12= 718/1492, 9-10-1118/1985, 7.9=-1118/1985 WEBS 3-12=-542/429,4.12=-115/372, 5-10=-114/372,6-10=-541/429 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable o1 withstanding 100 Ib uplift at joint(s) except 01=1b) 2=27317=273. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' g Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 WARNMG • VeAfy dedpn Pareroetae end READ NOTES ON TMS AND WCLUDEO WTEx REFERANCE PAGE U67473 rev. 149MIS BEFORE USE. Design valid for use only wllh N11106 conneclors. finis design is based only upon paameters stnown. and Is for an Individual building cornlonenl, not o hrrss system. Below use, the building designer must verity the cit)NIcabllty of design paamelers and p iopeity 6xogoiale this design into the overall bxBdling design ®acing Indicated is to buckling of Individual truss web aril/or chord members only. Additional temporary and permanent bractrig WOWprevent Is always required for slablilly and to prevent collapse vAlh possible personal hduy and properly damage. For gonial guidance regaHnp the 6904 Parke Eosl Blvd. fabrication. n. storage. delivery, erection and bracing of trusses and tors systems. seeANSI/TPI I Quality Criteria. DSB-89 and SCSI Suftng Component Tompo. FL 33610SafetyIr4ormononavailablefromtrussPlateInslllule, 218 N tee Sheet. Sulle 312, Alexandria, VA 22314. Job Truss Truss TypeOry DEFL. Vert(LL) VeA(R) Horz(TL) Ply PLATES GRIP MT20 244/190 Weight: 128 Ib FT = 204b LUMBER- BRACING - 6904 Parke East Bbd TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-8.0 oc purlins. T13023925 WP0175_U A4 Hip 2 1 Max Horz 2=81 (LC 12) Max Uplift 2= 286(LC 12), 8=-286(LC 13) Job Reference (optional) Ruildars Ftrs*oumo Temna Plant Criv. Flnndn 33566 8.130 s Seo 15 2017 MITek Industries. Inc. Mon Jan 22 15:27:30 2018 Pape 1 ID:75SJeC08yOW211GVr5nBLly96Pw-Ag00MUl LHOOuVahmrKfzrjfDl?se2?xyglzCYzsm8x 1-0-0 6-0.10 13-0-014-0-015-0-0 21.11.6 28-00 6-0.10 6.11.6 1-0-0 1-0-0 6-11-6 6.0.10 10-0 Scale = 1:48.9 3x6 = 34 11 3x6 = 4 5 6 3x6 = lu __ I - 3x6 = 2x4 II 3x4 axe = 2x4 11 LOADING (psl) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 CSI. TC 0.59 BC 0.76 WB 0.29 Matrix -SH Deslot valid la use only with Mllek®conneclors. Ihls design It tamed only upon Parameters shown, and Is lot an I ndWlUral buldlrty component. not DEFL. Vert(LL) VeA(R) Horz(TL) in (loc) Vdefl Ud 0.12 11.13 >999 240 0.37 11-13 >899 180 0.11 8 n1a rVa PLATES GRIP MT20 244/190 Weight: 128 Ib FT = 204b LUMBER- BRACING - 6904 Parke East Bbd TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-8.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing WEBS 20 SP No.3 WEBS 1 Row at midpt 3-11,7-11 REACTIONS. (Ib/size) 2=1087/0.3-8, 8=1087/0.3-8 Max Horz 2=81 (LC 12) Max Uplift 2= 286(LC 12), 8=-286(LC 13) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2188/1317, 3-4=-1463f933,4-5=-12791931, 5-6=-1279/931, 6-7=-14631933, 7-8=-2188/1317 BOT CHORD 2-13=-110311959,11-13=-110311959, 10-11=-1113/1959, 8-10=-1113/1959 WEBS 3-13=01291,3-11=-7561556,7-1 1=-756t556, 7.10=0/291, 5-11=-2901654 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.OpSf; h=15fh Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load rnonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=286,8=286. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.59580 MITek USA, Inc. FL GR 6654 6904 Parke East Blvd. Tempa FL 55610 Date: January 22,2018 Q WARNING - ywOy dadgn parameters and READ NOTES ON THIS AND INCLUDEDWEK REFERANCE PAGE MD -7473 rev. 100MIS BEFORE USE. Deslot valid la use only with Mllek®conneclors. Ihls design It tamed only upon Parameters shown, and Is lot an I ndWlUral buldlrty component. not a ares system. Befae roe, the bulking designer mtrsf verity the applicabilityof deslon potanelets and ptoperiy Incorrotate M design Into the overall briding design. Racing Indicaled Is to pnevenl IxrcldN of UKO*kKd truss web and/ot chord members only. Additional temporary and permanent Ixoclng MiTek' Is always tegtlted to stability and to Ptevenl collapse with Possible Personal hkay and poperly damage. Foo general guidance oegadng the 6904 Parke East Bbdfabdcatbnstaago. delivery. erecllon and broci ng of Itusses and para systems. swANSV1PI1 Qualify Crlledo, DS111-89 and 8CS1 Itullding Component Tempe. FL 33610SafelyInformationavallahlefromlrusPlateInsllNte, 218 N. lee Street. Sulle 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply DEFL. in loc) Well Ud PLATES GRIP 110 Plate Grip DOL 713023926 WP0175_U AS Common MT20 244/190 1 Lumber DOL 1.25 BC 0.94 Ven(TL) -0.61 2-12 >543 180 Job Reference (optional) Builders FlrsiSource, Tampa, Plant City, Florida 33566 6.130 s Sep 15 2017 MiTekeK industries, Inc. Mon Jan 22 15:27:31 2018 rage 1 ID:75SJeCOByOW2itGVr5nBLly96Pw-MOZglc6bWHW19tKZruV3Gp5iIGNUX48KUWk zsmsw 1.0 0 6.9.3 14.0.0 21.2.13 28.0.029.0.0, i1-0.0 6.9.3 7.2.13 I 7.2.13 I 6.9.3 o -o I 5.00 F12 4x6 = Scale: 1/4'=1' 3x6 = 3x6 = 3x4 = 3x4 = 30 = g LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Safety Information avalic"o from suss Rate Institute. te. 218 N. lee Sfreel. Su4te 312. Alexandria. VA 22314. Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.22 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(TL) -0.61 2-12 >543 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(fL) 0.09 8 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 123 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.3 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1087/0.3-8, 8=1087/0-3.8 Max Harz 2=87(LC 16) Max Uplift 2- 292(LC 12), 8=-292(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2078/1321, 3.5=-1777/1148, 5-7=-1777/1147, 7.8=-2078/1321 BOT CHORD 2-12=-1102/1873, 10.12=-570/1221, 8.10=-1109/1873 WEBS 5-10---327/598,7-10---4351466, 5-12=-327/598,3-12=-4351466 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exlerior(2) 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 psl bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 1 O.Opsl. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=292,8=292. Thomas A. Albani PE No.36380 MITek USA, Inc. FL GA 6634 6504 Parke East Blvd, Tempa FL 33610 Date: January 22,2018 Q WARNING- Verily dedgn poamoren and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE M0.7473 rev. TOS M015 BEFORE USE DesIM valid for use only with Mllek® connectors. 1Ns cieslgl 6 based only upon pmamelers shown. and h fa an endiv d ual bUedlrvj componenl. not a tnrss syslem. Before toe. the building deslpner must vedty the applkabllty of design paramelers and piopeily hcorpoate thiscleslpn t No the overall bdBdfng design. Bracing Indicaled Is to prevent buckling of IndMdual truss web and/o# chord members only. Additional temporary and permanent txcx,Ing WOW Is always required for slahaify and to pdevenl collapse with posslUe personal Injury and Ixoperty, damage. For general Guidance reWdIrV the k"Ic(ltkxm stoicQe. ciollvery. edecllon and txocing of Irt=cs anal Irtm syslems, sd.-eANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalic"o from suss Rate Institute. te. 218 N. lee Sfreel. Su4te 312. Alexandria. VA 22314. Tonpe. FL 33610 Job Truss Truss Type Oty Ply loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 T13023927 WP0175_U Cil Jack Open 8 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 a.l'su s sep 15 eu1 r NII I ex industries, inc. Nron uan zz ia:zr.-3z cuio rage i ID:75SJeC08yOW 2itGVr5nBLIy96Pw-638mnAJFtue88pk3tGM72Gp7i6s?60_EP_E4HOzsmSv 1.0.0 1.0.0 1-0-0 F 1.0.0 2x4 = Scale = 1:6.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix -P Weight: 5 Ib FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (Ib/size) 3= 4/Mechanical, 2=121/0-3-8, 4=10/Mechanical 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h --151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.311380 MITsk USA, Inc. FL Cart 6634 6504 Parke East Blvd. Tampa FL $3610 Date: January 22,2018 Q ~Nwo - vp11y daslyn pammnotmu and READ NOTES ON TMS AND INCLUDED M/TEK REFERANCE PAGE N1F7/73 rov. 100=15 BEFORE USE. Design valkl la use only with Mllek® connectors. Trois design Is based orgy upon paameters slrxym', and Is for an axlMdum hxnadirxi component, not a Inas system. Before rise, the building designer must verity,the a AlcabilN of design lxuaneters and lAopedy Incoq>orale this design Into the overall design. Bracing indicated Is to bucking of IndlvkllKal Iniss web ad/or chord members orgy. Additional tempxrary, and pennaneni bracing WOWbuildingPrevent Is always required for stalAlly and to Irevenl callgbse wllh possible personal h*sy and Iropedy damage. For general guidance iegrnding the 6904 Parke East Blvdfcdrk;atbn. storage. delivery. erection and bracing of Irtmes and Iniss systems. weANSi/1PI I Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavatic"o horn lass Rate institute. 218 N. Lee Meal. Suile 312. Alexa dila. VA 22314. Job Truss Truss Type City Ply TC 0.11 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 713023928 WP0175_U CJ3 Jack -Open 8 1 TOP CHORD 20 SP No.2 Horz(7L) BOT CHORD 20 SP No.2 3 REACTIONS. pb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanlcal Max Horz 2=59(LC 12) Job Reference (optional) Builders F1rs150urce, Tampa, Plant Glty, i-lonaa 33565 6. 1-30 5 Sep to evi r MiTekek mvusutes, inc. mvn vent cc rozr:oc ev ro rays v I D:75SJeCO8yOW 21tGVr5nBL1y96Pw-638mnAJFtue88pk3tGM72Gp7C6rm60_EP_E4HOzsm8v 1.0.0 3-0.0 1-0.0 3.0.0 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Malffx-P LUMBER - 180 TOP CHORD 20 SP No.2 Horz(7L) BOT CHORD 20 SP No.2 3 REACTIONS. pb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanlcal 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. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale a 1 10.8 DEFL. in loc) Well L/d PLATES GRIP Verl(LL) 0.00 2-4 999 240 MT20 244/190 Ven(TL) 0.01 2-4 999 180 Horz(7L) 0.00 3 Na We Weight: 11 Ib FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C -C Exlerlor(2) zone;C-C for members and forces i3 MW FRS for reactions shown; Lumber DOL=1.60 plate gnp 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 Ib uplill at joint(s) 3, 2. 6) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alberti PE No.39360 MiTek USA, Inc. FL Carl 6634 6904 Parke East Bbd. Tempo FL 33610 Date: January 22,2018 0 WARNING. Verify dedyn paometers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR -7473 rev. M0302015 BEFORE USE. DeslQnvdtd fa use only wllh Mllekb connectors. tats design Is based orgy uport rxitameters shown. and Is lot an btdlvlclual buildktg component. not a truss system. Before use, the txtlldlrtg designer mint verity the applicabaity of design p aiamelers and lxoperty Itcaporato nth design Into the overall IxAcAng design. bocing Indicated Is to rxevenl txiekitrtg or tndNkkral miss web and/or chord members only. Addlllonal temporary and permanent bracing WOW h alwcm required nor stablilly and to rAevenl collopse with possible personal 1N1ay and property damage For general guldatce regarding nto raitriculktn, storage, dvllvory, erection and bracing of Irusses and miss systems. svvANSI/IPI l Quality Criteria, DSB-89 and SCSI Building Component 6804 Parke East Blvd. Safely Information available from truss Plate Instilule. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Torrpo. FL 33610 Job Truss Truss Type Ory Ply TC 0.44 TCDL 7.0 Lumber DOL 1.25 6 always iecµoed for stability and to prevent collapse with possNle personal Inkrry and property damage For general guidance regarding the labrk: attom storage. delivery. erection and broctng of Innes and iniss systems, se-eANSI/IPI I Quality Crlledo, OSa-89 and SCSI Building Component BCLL 0.0 ' Rep Stress Incr YES Tamps. FL 33610 713023929 WP0175 U CJS Jack. Open 8 1 TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. ( Ib/size) 3=122/Mechanical, 2=247/0-3-8,4=48/Mechanical Max Harz 2=91 (LC 12) Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:27:33 2018 Page 1 ID: 75SJeC08yOW2itGVrSnBLly96Pw-bFi9_WKIdCn IzIGRztMbULDrW8yr7DNedzdpszsmeu 1. 0.0 5.0.0 1. 0.0 5.0.0 2x4 = LOADING ( psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 6 always iecµoed for stability and to prevent collapse with possNle personal Inkrry and property damage For general guidance regarding the labrk:attom storage. delivery. erection and broctng of Innes and iniss systems, se-eANSI/IPI I Quality Crlledo, OSa-89 and SCSI Building Component BC 0. 28 BCLL 0. 0 ' Rep Stress Incr YES Tamps. FL 33610 WB 0. 00 BCDL 10. 0 Code FBC2014/TPI2007 Matrix -P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/ size) 3=122/Mechanical, 2=247/0-3-8,4=48/Mechanical Max Harz 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. Scale = 1 , 14 9 DEFL. In ( loc) Well Ud PLATES GRIP Vert(LL) - 0.03 2-4 >999 240 MT20 244/190 Vert( L) - 008 2-4 >727 180 Horz(TL) - 0.00 3 Na n/a Weight: 17 lb FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. ll; Exp C; Encl., GCPI=0. 18; MW FRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord to all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MIT& USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 22, 2018 Q WARNING - VMIY design Panimefors and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE 7473 rev. l(MMiS BEFORE USE Design valid la use only with Mllek® connecl(xs lnls design Is based only upon paaneters shown. and Is loi an Mlvkkrd budding component not a huss system Belore tae, the Ixilding desionei must verily the applicability or design paramelers aid properly Incorporate this design Into the overall building design Bracing Inrltcaled Is to prevent buckling of Individual Iruss web and/or chord members only. Addllbrwl lemporary and permanent bracing MiTek' 6 always iecµoed for stability and to prevent collapse with possNle personal Inkrry and property damage For general guidance regarding the labrk:attom storage. delivery. erection and broctng of Innes and iniss systems, se-eANSI/IPI I Quality Crlledo, OSa-89 and SCSI Building Component 6904 Parke East Bbd Safely Information available Dom truss Plate institute. 218 N. lee Sheel. Sulle 312. Alexonchlo. VA 22314. Tamps. FL 33610 Job Truss Truss Type Oy Ply lo Well Ud PLATES GRIP TCLL 20.0 1.25PlateGripDOL1.25 T13023930 WP0175_U EJ7 Jack -Open 16 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Verl(TL) 0.26 Job Reference (optional) tsunaerS Flfslbource, I ampa. cram tarry, r-iorroa 300oo o.'oV a wy l o 4w; r m,, en n,Vumnva, ". mv.. van cc , a.c...+w cv.v aVV . ID:75SJeCOSyOW 2itGVr5nBLly96Pw-bFi9_W KtdCn_IzIGRztMbUL9oW 4NrTDNedzdpszsmBu 1.0 0 7-0.0 1.0.0 I 7.0.0 - 34 = Scale = 1:18.8 LOADING (psi)SPACING- 2.0.0 CSI. DEFL. in lo Well Ud PLATES GRIP TCLL 20.0 1.25PlateGripDOL1.25 TC 0.70 Veri(LL) 0.12 2-4 688 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Verl(TL) 0.26 2.4 308 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We Na BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 23 Ib FT = 20°0 LUMBER - TOP CHORD 20 SP NO -2 BOT CHORD 20 SP NO -2 REACTIONS. (Ib/size) 3= 165/Mechanical, 2=318/0-3.8, 4=81 /Mechanical Max Harz 2=122(LC 12) Max Uplilt 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; 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 Exlerior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL --1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rpt between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 01=1b) 3=104. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTok USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 WARNING - Verify dedpn parameters and READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE MD -7473 rev. 100MI S BEFORE USE Design valid for use only vAlh Wek/9 connectors This design Is based only upon lolameters stnawn, and Is for an Yx11vickial building component not of design txnaetors and ope ly hcor wle this design Into Iho overallOhumsystem. Before e, Ito building designer mrrst verify the applicablity, mpona Bracing indicated h to buckling Ind vklual Inns web and/or chord members only. Addtkonal temporary and pemKinenl bracing WOWbxBdkngdesign. pevenl of Is always required for slatAlly and to ixevenl collapse with lossY)le personal k*xy and property damage. For general guidance regarding the 6904 Parke East Blvd. labrk:allon, storage, delivory, eiectkrr and tracing of Inrdses and ht=systems, seeANSI/TPIl Quality Criteria. DS11-89 and BCSI Wilding Component Tampa. FL 33610SafelyIrdormanonovallaMebantrussPlateinstitute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. WP0175_U IENIGE (GABLE 12 I 1 I T13023931 Scale = 1:14.8 20 11 5 20 = 20 II 2x4 II 20 II LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP N0.3 'Except* BOT CHORD 5-6: 20 SP No.2 REACTIONS. All bearings 6.10-0. lb) - Max Horz 2=92(LC 9) Max Uplift All uplilt 100 Ib or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 Ib or less at joint(s) 6, 2, 7, 8 FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 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=3.0ps1; h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterlor(2) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 2, 7, 8. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL $3610 Date•. January 22,2018 0 WARNING- VOW ~gn pammofen and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67477 rov. I&MMI S BEFORE USE 2-10-0 Et 2.0.0 opetly Incrato this design Into the overallaInnssystem. Bolole use. Ila ubuildingdesignermust verify the oWlcabllty of design parameters and papo building design. l4achg Indicated Is to prevent buckling of Individual truss web aril/a chord members only. Additional lempaaay and permanent brachng MiTek' 2-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 1 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 Illi 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/ TPl2007 Malrix-P Weight: 27 Ib FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP N0.3 'Except* BOT CHORD 5-6: 20 SP No.2 REACTIONS. All bearings 6.10-0. lb) - Max Horz 2=92(LC 9) Max Uplift All uplilt 100 Ib or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 Ib or less at joint(s) 6, 2, 7, 8 FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 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=3.0ps1; h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterlor(2) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 2, 7, 8. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL $3610 Date•. January 22,2018 0 WARNING- VOW ~gn pammofen and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67477 rov. I&MMI S BEFORE USE valid lot use only w Ilh Malek® connectors. ]his design Is based only upon rxnameters shown. anal Is for an Individual buldhV component. not EtopetlyIncratothisdesignIntotheoverallaInnssystem. Bolole use. Ila ubuildingdesignermust verify the oWlcabllty of design parameters and papo building design. l4achg Indicated Is to prevent buckling of Individual truss web aril/a chord members only. Additional lempaaay and permanent brachng MiTek' Is always rect lied for stcdAlty and to lNevenl collapse wllh possible personal INuay and pstoperty damage. For general guidance tegadng the fobticallon, storage. delivery. erection and bracing of trusses arta truss syslefmS weANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava11al1Ie from Inas Plate Insillule. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type Oty Ply SPACING- 2.0-0 CSI. DEFL, in loc) Well Ud PLATES GRIP TCLL 20.0 T13023932 WP0175_U EN2 Monopitch 10 1 Lumber DOL 1.25 BC 0.52 Ven( L) -0.24 2-4 >312 180 BCLL 0.0 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:27:35 2018 Page 1 ID:dZtYOHLaatAtc_ScUS?Fa5z4Ss9-XepvPCL79p1 r?GSeZ0vggvRU3JmgJMjgSxSkulzsmBs 1.0 0 6.6.86 10.0 0 6-6-8 0.3.8 2X4 II Scale = 1:15.5 2x4 = " 2x4 II r 6.10.0 6.10.0 LOADING (psl) SPACING- 2.0-0 CSI. DEFL, in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Veff(LL) -0.10 2-4 >780 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Ven( L) -0.24 2-4 >312 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 4 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -P Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 20 SP No.2 except end venlcals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=228/Mechanical, 2=315/0.8-0 Max Horz 2=92(LC 9) Max Uplift 4=-76(LC 12), 2=-140(LC 8) FORCES. (Ib) -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.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) 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 pat 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) 4 except 01=1b) 2=140. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Can 6634 6904 Parks East Blvd. Tampa FL 33610 Date: January 22,2018 A WARNING- Verify dotlpn penmoron and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE NO -7473 rw. 101)"0115 BEFORE USE. Design valid for use only wllh Milek® connectors. Ills design Is basod orgy upon IXlrameters Yawn. and Is for an Individual tudtdbug component. ot o Was system. Before use, the building designer must verity the apolcoblIly, of design parameters and dxopedy baorporole this design Into tho ovnerait building design. bracing Indicated Is to buc,ding of Individual truss web and/or chord members only. AddllbrKd Temporary and permanent buacing MiTekprevent 6 always required for stability arld to prevent coagxo with possible personal Injury and propedy damage. For general guidance regarding the Ic"Icullm sdotogo, delivery. erecllon and bating of trusses and tnrss systems. sec-ANSI/TPI I Qualify Cd orlo, DSB-89 and BCSI Building Component 6904 Parke Eosl Blvd. Solely Information available horn trust Plate Institute. 218 N. Lee Street. SWro 312. AtexarxJda. VA 22314 Torrpa. i. 33610 Job Truss Truss Type Qy Ply a truss system. Before use. the building designer must verity the aiNAlcabelty of design prnarneters and properly hcorporato this doshgn Inlo the overall building design. Bracing Indicated Is to Irevenl buckling of IndlMual it= web and/or chord members orgy Additional temporary, and permanent bracing M!Tek' 4.3.10 049 SPACING- 2.0.0 CSI. 713023933 WP0175_U HJ7 Diagonal Hip Girder 5 1 TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ved(LL) 0.03 6.7 Job Reference (optional) wunaers i-irsibource, 1 ampa, viani Glry, eionaa JJobb o." v 5 oey .0 N. r .m. aw n.vuauroa, n.'. M- van cc . C - yo ID:75SJeCOByOW2itGVr5nBL1y96Pw-XepvPCL79pI i?GSeZOvggvRaUmgJllg5xSkulzsm8s 1.5.0 5.5.13 9-10.1 5.13 - - 4.4.3 Scale a 1:20.6 2x4 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-81(LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-784/231 BOT CHORD 2-7-2751720,6-7=-275f720 WEBS 3.7-0/312, 3-6=-784/299 Structural wood sheathing directly applied or 6-0.0 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7.10; VOL=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical telt 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except 01=1b) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 Ib down and 80 Ib up at 1.4.15, 64 lb down and 80 lb up at 1-4-15, 29 Ib down and 44 lb up at 4-2-15, 29 Ib down and 44 lb up at 4.2.15, and 53 lb down and 92 lb up at 7-0.14, and 53 Ib down and 92 Ib up at 7.0-14 on top chord, and 2 Ib down at 1-4.15, 2 lb down at 1-4-15,19 Ib down at 4-2-15,19 Ib down at 4-2-15, and 39 Ib down at 7-0-14, and 39 Ib down at 7-0.14 on bottom chord. The desigrtlselection of such connection device(s) Is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead 4 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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) Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tamps FL 33610 Date: January 22,2018 Q wARmiNa . verily dedpn paranwere and READ NOTES ON THIS ANOWCL UDED MrrEK REFERANCE PAGE 11167/73 rov. 1=300I6 BEFORE USE 55.13 a truss system. Before use. the building designer must verity the aiNAlcabelty of design prnarneters and properly hcorporato this doshgn Inlo the overall building design. Bracing Indicated Is to Irevenl buckling of IndlMual it= web and/or chord members orgy Additional temporary, and permanent bracing M!Tek' 4.3.10 049 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ved(LL) 0.03 6.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Verl(Q 0.10 6.7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix -SH Weight: 40 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-81(LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-784/231 BOT CHORD 2-7-2751720,6-7=-275f720 WEBS 3.7-0/312, 3-6=-784/299 Structural wood sheathing directly applied or 6-0.0 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7.10; VOL=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical telt 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except 01=1b) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 Ib down and 80 Ib up at 1.4.15, 64 lb down and 80 lb up at 1-4-15, 29 Ib down and 44 lb up at 4-2-15, 29 Ib down and 44 lb up at 4.2.15, and 53 lb down and 92 lb up at 7-0.14, and 53 Ib down and 92 Ib up at 7.0-14 on top chord, and 2 Ib down at 1-4.15, 2 lb down at 1-4-15,19 Ib down at 4-2-15,19 Ib down at 4-2-15, and 39 Ib down at 7-0-14, and 39 Ib down at 7-0.14 on bottom chord. The desigrtlselection of such connection device(s) Is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead 4 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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) Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tamps FL 33610 Date: January 22,2018 Q wARmiNa . verily dedpn paranwere and READ NOTES ON THIS ANOWCL UDED MrrEK REFERANCE PAGE 11167/73 rov. 1=300I6 BEFORE USE Design valid la use only wllh hvalek® connectors. "design Is based orgy upon paaneters Shown, and Is for an individual buId1rrj component, not a truss system. Before use. the building designer must verity the aiNAlcabelty of design prnarneters and properly hcorporato this doshgn Inlo the overall building design. Bracing Indicated Is to Irevenl buckling of IndlMual it= web and/or chord members orgy Additional temporary, and permanent bracing M!Tek' Is always regl6ed for stabtllly and to prevent collarne YAM possible personal Injury and property damage. for general guidance regadhnp the fc"lccllio n, slorage. dotNery. erection aril bracing of Misses and truss syslems, seeANSI/TPl l Quality Cdtena, DSB-89 and SCSI But" Component 6904 Parke East Blvd. Safety Infonnonon avallalNe oom Truss Plate hutlMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Terrpa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/;' Center plate on joint unless x, y 4 offsets ore indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions ore in H-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-brocing, Is always required. See SCSI. 1 r c1-2 C23 2. Truss bracing must be designed by an engineer. For truss Individual lateral themselves o WEBS 4 wide spacing, braces may require broc Ing. of alternative Tor I a_ 4 p bracing should be considered. 3. Never exceed the design boding shown and never Inadequately braced trusses. U stock materials on a. O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 C67 CS °- BOTTOM CHORDS designer, erection supervisor, property owner and all other Interested parties. plates 0-'4e' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. S. Unless otherwise noted, moisture content of lumber Shoo not exceed 19% at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, an green number. The first dimension is the plate 10. Comber Is a non-structurol considerotion and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions Indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used sholl be of the species and sae, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less. If no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown ore the responsibility of others. Indicates location where bearings supports) occur. Icons vory but 2012 MiTek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. e greenofuse18. or treated lumber maygy pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19. Review oil portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Cfiterla. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 AAA IF m M1 Ip m 28-0-0 o_ LL rroauccs PlotIO Length Product Plies N FJI 47-00-00 16- BCI 6000s-1 8 1 6 FJ2 25-00-00 16" BCI 6000s-1 8 1 6 FJ3 22-00-00 16" BCI 6000s-18 1 8 FJ4 21-00-00 16" BCI 6000s-1 8 2 2 FJ5 20-00-00 16- BCI 6000s-1 8 1 3 FJ6 18-00-00 16" BCI 6000s-18 1 2 FJ7 7-00-00 16" BCI 6000s-18 I I FJ8 4-00-00 16" BCI 6000s-1 8 I I BM l 21-00-00 1-3/4- x 16- UERSR-LRM 20 3100 3SP 3 Rml 16-00-00 1 1/8" x 16" TJ Rim Board 1 3 AAA IF m M1 Ip m 28-0-0 o_ t: fnIIIIIIIIIII;IIIII! 7-4-0 20-8-0 28-0-0 6EARW6 HEIGHT 5GHEOULE 0 0 0 0 Hanger List H1 HTU26 H2 HHU26-2 H3 IUS2.37/16 NOTES: t) REFER TO 0 41(RECOMMENDATIONS FOR HANDLM INSTALLATION AND TEMPORARY 09ACIN6 ) REFER TO EK6KEREO DRAWINGS FOR PERMANENT GRACING REaARED. 2.) ALL TRLKSES (MLIDIN6 TW%E5 DATER VALLEY FRAMDN6) KF T OE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRAM REWREMENTS 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY OIIA.OER 4 ) ALL TRU%E5 ARE OES16NED FOR 7 0 0 MAXIMLM 5PACIN6. UNI.E55 OTHERWISE NOTED. 5) ALL WALL) 5110" ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARIN6. ULE55 OTHERWISE NOTED 6) 5Y41 TRU55ES MI15T OE INSTALLED WITH THE TOP 6EIN6 UP 1) ALL ROOF TRU55 MANGERS TO DE S(MP50N HTU26 ULE55 OTHERWISE NOTED. ALL FLOOR TW55 HANGERS TO DE )ILTP50N TRA422 ULE%OTHERWI5E NOTED 0.) DEAMAIEADERILINTEL (WR) TO OE FUINSHED DY OULDER. SHOP DRAWING APPROVAL TIAS LAYOUT K TIL SAE SOIREE FOR FAMAIM OF TRIfhES AW VODS ALL RFVI0115 ArMfECRft OR OTIER TUh LAYATTS REVIEW AW AMPAL OF TIES LAYOUT MKT DE RECEWED OEFORE ANY IftWS WILL DE AULT. VEIIFY ALL U NPIP0 6 TO fNUE AMMF ClN U$ THAT WILL REALT W EXTRA OM5 TO YOU 44mN1 Oid.ol %U LN8011ders FirstSource Orlando PHONE: 407.851-2100 FAX 407-851.7111 Plant City PHONE: 813.759.5951 FAX 813-752-1532 IOOL E : Starlight 2260 Magellan U IIIAIAPFQSS lEIISIOM Lot 175 nITC, 1/22/18 1 Josh LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL m m I c9 m s m cnu, FJ8 7 LL M1 LL LL LL cu LL cu LL cu LL cu LL LL n LL H3==_==_=__=—_ ml BMI I m is W W i W W W II jig 1. 1 t: fnIIIIIIIIIII;IIIII! 7-4-0 20-8-0 28-0-0 6EARW6 HEIGHT 5GHEOULE 0 0 0 0 Hanger List H1 HTU26 H2 HHU26-2 H3 IUS2.37/16 NOTES: t) REFER TO 0 41(RECOMMENDATIONS FOR HANDLM INSTALLATION AND TEMPORARY 09ACIN6 ) REFER TO EK6KEREO DRAWINGS FOR PERMANENT GRACING REaARED. 2.) ALL TRLKSES (MLIDIN6 TW%E5 DATER VALLEY FRAMDN6) KF T OE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRAM REWREMENTS 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY OIIA.OER 4 ) ALL TRU%E5 ARE OES16NED FOR 7 0 0 MAXIMLM 5PACIN6. UNI.E55 OTHERWISE NOTED. 5) ALL WALL) 5110" ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARIN6. ULE55 OTHERWISE NOTED 6) 5Y41 TRU55ES MI15T OE INSTALLED WITH THE TOP 6EIN6 UP 1) ALL ROOF TRU55 MANGERS TO DE S(MP50N HTU26 ULE55 OTHERWISE NOTED. ALL FLOOR TW55 HANGERS TO DE )ILTP50N TRA422 ULE%OTHERWI5E NOTED 0.) DEAMAIEADERILINTEL (WR) TO OE FUINSHED DY OULDER. SHOP DRAWING APPROVAL TIAS LAYOUT K TIL SAE SOIREE FOR FAMAIM OF TRIfhES AW VODS ALL RFVI0115 ArMfECRft OR OTIER TUh LAYATTS REVIEW AW AMPAL OF TIES LAYOUT MKT DE RECEWED OEFORE ANY IftWS WILL DE AULT. VEIIFY ALL U NPIP0 6 TO fNUE AMMF ClN U$ THAT WILL REALT W EXTRA OM5 TO YOU 44mN1 Oid.ol %U LN8011ders FirstSource Orlando PHONE: 407.851-2100 FAX 407-851.7111 Plant City PHONE: 813.759.5951 FAX 813-752-1532 IOOL E : Starlight 2260 Magellan U IIIAIAPFQSS lEIISIOM Lot 175 nITC, 1/22/18 1 Josh RECORD COPY City of Sanford _ Building and Fire Prevention Product Approval Specification Form J pING Permit # ## 1 8- 9 1 0 Project Location Address RM SAN: p>it0 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.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Desch tion(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS s Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Boise Cascade Engineered Wood Products ESG 07/21/2014 R 08/04/2015 It's the SIMPLE FRAMING SYSTEM®, featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM® uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM° Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM®, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM® also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM® often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM® So Simple? 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,9 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 floortwall intersection. Product Profiles, BCI• Architectural Specifications ......... 3 VERSA -LAM® Products, Specifications, Allowable Holes..... 26 About Floor Performance, BCI® Residential Floor Span Tables, VERSA-LAA40 Details, Multiple Member Connectors ........ 27 One Hour Floor/Ceiling Assembly ........................ 4 VERSA -LAM® Floor Load Tables (100% Load Duration BCIO Floor Framing Details .......................... 5-6 VERSA -LAM* Snow Roof Load Tables (115% Load Duration) ..... 29 o BC ® Joist Hole Location & Sizing, Large Rectangular Holes... 7 VERSA -LAM® Non -Snow Roof Load Tables (125% Load Duration). 30 BCI Cantilever Details, Web Stiffener Requirements ..... 8-9 r BCIO Floor Load Tables ........................... 10-12 VERSA-LANt®Closest Allowable Nail Spacing ............. 31 o BCI® Roof Framing Details ........................ 13-14 VERSA -LAM® Design Values........................... 31 BCI® Roof Span Tables ........................... 15-18 VERSA -LAM' 1.8 2750 Columns, VERSA -STUD® 1.7 2650 .. 32 BCI® Roof Load Tables ........................... 19-23 Computer Software: BC FRAMER°, BC CALC• ............ 33 BCI® Design Properties, BC10Allowable Nail Spacing ....... 24 Framing Connectors: Simpson, USP ................ 34-35 Boise Cascade Rimboard Products/Properties ............ 25 Lifetime Guarantee ........................... Back Cover Bone Cascid; L%10 • EA, em SDacite, Gode - 08'04/20'a Eastern Product Profiles BCImJOIStS VERSA -LAM® VERSA -LAM° VERSA -LAM® BCI® 4500s 1.8 BCI05000s 1.8 BCI06000s 1.8 BC10 6500s 1.8 BCI®60s 2.0 BCl0 9Os 2.0 1.72650 1.82750 2.03100 972' T 9'/i'91/2" 11' 11'/:' ( 3'/i' 117:1 ,. 117:' '/: 11'/:' °/. " 14" '/. " 14" 3'/=" 3'/=' to 14" ./ " 11 Ys" /• 14" /. 14" 16, 16" to 16" to 7%" 24' 1'/:' 2" 25he' 28/iC 25he' 3'/2' 1'/z", 1'/4", 3'/i' 3'/:' to 5'/:' 1'/i', 1'/4", Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/z", 57:' BCI'O and VERSA -LAM'° products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports BCI® Joist -Architectural -Specifications__ Scope: This work includes the complete furnishing and installation of all BCI® Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI® Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. Boise Cascade EWP • Eastern Specifie, Guide • 0810412055 Design: The BCI® Joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The 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 BCIm Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI® Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the 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. Residential Floor Span Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the increase the joist depth, limit joist deflections, glue and screw a subjective nature of rating a new floor. Communication with the thicker, tongue -and -groove subfloor, install the joists vertically ultimate end user to determine their expectation is critical. Vibration plumb with level -bearing supports, and install a direct-affached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of the joists. help; however, squeaks may occur if not installed properly. Spacing The floor span tables listed below offer three very differentthejoistsclosertogetherdoeslittletoaffecttheperceptionofthe floor's performance. The most common methods used to increase performance options, based on performance requirements of the the performance and reduce vibration of wood floor systems is to homeowner. Joist De th BCI• Joist Series THREE STAR * * * FOUR STAR * * * * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE + CAUTION Live Load deflection limited to 1_/480: The Live Load deflection limited to L1960+: Live Load deflection limited to 1_/360: common industry and design community In addition to providing a floor that is 100% Floors that meet the minimum building standard for residential floor joists, 33% stiffer stiffer than the three star floor, field code U360 criteria are structurally sound to than L/360 code minimum. However, floor experience has been incorporated into the carry the specified loads; however, there is a performance may still be an issue in certain values to provide a floor with a premium much higher risk of floor performance issues. applications, especially with Wand 11'/:' performance level for the more discriminating This table should only be used for applications deep joists without a direct -attached ceiling. homeowner where floor performance is not a concern. 12" O.C. 1 16" o.c 19.2" O.C. 24" o.c. 32" 12" 16" 19 2" , 24" 32" 12" 16" 19 2" 24" 32" O.C. o.c o.c O.C. o.c 0.C. O.C. O.C. O.C. O.C. O.C. 45005 1 8 16,-11" 15,-6„ 14'-8" 13'-7" 11'-91, 11,-6„ 11'-6" I 10,-0" 10'-0" 9'-7" 18,-9" 16'-8" 15'-3" 13'.7" 11'-9" 5000518 1T-0" 16'-0" 15-2" 14'-1" 12'-5" 11'4" 11'4" i 10'-0' 10'-0" 9'-11- 19'-0" 1T-8" 16-0' 14'-T' 12'-5" 8Y:" 600051.8 18'-2" 16'-8" 16-8" 14'-8" 13'-4" 11'-6" 11'-0" 10-0" 10-0" 10-0" 20-2' 18'-5" 1T -0i" 15'-9" 17-W, 650061.8 181-8" 1T-1" 16'-1" 1F -al 13'-0" 11'-0" I 11'-0" 10'-0" 10'-0" 10'-0" 29-8" 18'-11" 1T-10" 16'-7" 14' -3- 4' -3" 4500s1.84500s1.8 20'-0" 18'4" 17'-3" 15'-5" 13'4" 15'-6" 14'-3" 13'-5" 12'-6" 114" 21'-10" 18'-11" 17'-3" 15'-5" 13'4" 5000S 1.8 20'-9" 19'-0" 1T-11" 16'-T' 13'-4" 1F -V' i 14'-9" 17-11' 1 12'-11" 11'-9" 23'-0" 29-4" 18'-0" 16'-T' 13'-4" 6000s 1.8 21'-T' 18'-0" 18'-T 1T-4" 14'-10' 15'-0" 15-4" 14'-F IT -S" 12'-1" 23'-10" 21'-10" 20'-0' 1T-11" 14'-10" 6500s 1.8 22'-2" 20'-0" 19-2' 1T-10" 14'-10" 18'-0' 15'-10" 14'-11" 13'-10" 12'-7" 24'-0" 22'-5" 21'-1" 18'-10" 14'-10' 60s2.0 23'-7" 21'-0" 29-4" 18'-11" 16'-0' 18'-0" 16'-9" 16-T W-11" 13'-0" 2ti'-1- 23'-10" 27-0' 21'-0" 16'-4" 8052.0 26'-T' 24'-3" 22'-10' 21'-0" 19'-4" 17-0" 18'-10" 1T-8" 16'-5" 14'-10" 29'-0" 26'-10' 25'-0" 23'-0" IV -4- 4500s1.8 22'-9" 20'-7" 18'-9" 16'-9" 13'-11" 17'-10" 16'-3" 15'4" 14'-3" 13'-0" 23'-10" 20'-7" 18'-9" 16'-9" 13'-11" 5000s1.8 23'-7" 21'-T 2a-2" W-0" 13'-11" 18'-0" 16'-10" 15'-11" 14'-9' 13'-0" 25'-T' 22'-1' 20'-2" 18'-0" 13'-11" 600051.8 24'-0" 27-5" 21'-2" 19'-0" 15'-5" 19'-2" 1T-0" 16'-0' 15'-4" 13'-11" 2T-1" Z3'-11" 21'-10" 19'- 5"6" 15' 14" 6500s1.8 25'-2" 23'--0" 21'-0" 20'-2" 15'-0" 19'-8" 1T-11- 16-11" ' 15'-8" 14'-0' 2T-9' 25-2" 22'-11" 20'-6" 15'-5" 60s2.0 26'-8" 24'-5" 23'-0" 21'-5" 16-0" 20'-11- 1W -W 1T-11' 16'-7" 15'-1" 29'-T' 2T-0" 25'-W 21'-10" 16'-4" 90s 2.0 30'-1" 2T-5" 25'-10" 24'-0' 19'-0" 2Y -W 21'-4" 20'-0" 18'-0" 16'-9" 33'-0' 30'-4" 28'-T' 2"' 19'-0" 4500s1.8 25,-2" 22'-0" 20,-1„ 17'-11" 14,-1„ 19'-9" 18'-0" 17'-D" I W-10" 14--1" 25'-5" 22'-0" 20'-1" 17'41" 14'-1" 6000s 1.8 2T -W 24'-9" 2Y-4" 20'-10" 16-9" 21'-2" 19'-4" 18'-2' 16'-11" 16-4" 29'-0" 25'-0" 23'-4" 20'-10" 15'-9" 16" 6500s 1.8 2T-9" 26-4" 23'-11" 21'-1" 15'-9" 21'-9" 19-9" 18'-0" 1T-0" 15'-8" 30'-8" 26'-11" 24'-0" 21'-1" 15--g- 5'-9" 60s2.060s2.0 29'-T' 2T-0" 25'-4' 21'-10" 16-4" 23'-2" 21'-1' 19'-10" 18'-5" 16-0" 37-0" 29'-10' 27'-0" 21'-10" 16'-0" 90s 2.0 33'-4" 30'-4" 28'-T' 26'-2" 19'-7" 26'-0" 23'-T 27-2" 20'-V 18'-7" 36'-10' 33'-T 31'-8" 1 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 n/,;' 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/;' 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 Gear 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 or the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) One -Hour Fire Resistive Assembly 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. ICC ESR 1336 FIRE ASSEMBLY COMPONENTS 1. Min. 23/32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCI* Joists at 24" o.c. or less. 3. Two layers W Type X or two layers'/z' 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 80 3'/i' glass fiber insulation to fire assembly: STC=55 IIC=46 or 60 an additional layer of minimum W sheathing STC=61 IIC=50 and 9'/z' glass fiber insulation to fire assembly: oi,a C r rad ! i --a'' - e.n Spaoit v, G, id.., • 08 04!7.0' 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 BCIB 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 BCI" floor systems. f 4& BCI• rim joist. See page 6. 0 BOISE CASCADE' Rimboard. See pages 6 and 25. For load bearing cantilever details, see page Floor Framing - BCI° Joists. VERSA -LAM° and ALLJOISr must be stored. installed and used in accordance with the Boise Cascade EWP Installation Guide. building codes. and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM', ALLJOISTr', and BCI° Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM'', ALLJOISN and BCI° Joists are intended only for applications VERSA -LAM* header or an BCI° header. 1%" knockout holes at approximately 12" o.c. are pre -punched. See page 7 for allowable hole sizes and location. VERSA4AM0 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", ALLJOISTa, and BC Is Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty SAFETY WARNING PRODUCT HANDLING TO AND AT JOB SITES DO NOT ALLOW WORKERS ON BCI® JOISTS UNTIL ALL When installing Boise Cascade EWP BCI• blocking or 2x4 "squash" block on each products with treated wood, side required when supporting a load-bearing use only connectors/fasteners wall above. that are approved for use with ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION the corresponding wood treatment. BCI° Joists. VERSA -LAM° and ALLJOISr must be stored. installed and used in accordance with the Boise Cascade EWP Installation Guide. building codes. and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM', ALLJOISTr', and BCI° Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM'', ALLJOISN and BCI° Joists are intended only for applications VERSA -LAM* header or an BCI° header. 1%" knockout holes at approximately 12" o.c. are pre -punched. See page 7 for allowable hole sizes and location. VERSA4AM0 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", ALLJOISTa, and BC Is Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty SAFETY WARNING PRODUCT HANDLING TO AND AT JOB SITES DO NOT ALLOW WORKERS ON BCI® JOISTS UNTIL ALL There are some differences between engineered wood HANGERS, BCI® RIM JOISTS, RIM BOARDS, BCI® BLOCKING products and traditional lumber products in terms of product PANELS, X -BRACING AND TEMPORARY 10 STRUT handling: Avoid handling and storing BCI' joists in the flat LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS direction. VERSA-LAM9 is denser and due to the coating ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION applied to the surface, can be more apt to sliding. Please TO PROPER BRACING DURING CONSTRUCTION. consider these differences when transporting and handling ACCIDENTS CAN BE AVOIDED UNDER NORMAL engineered wood products. CONDITIONS BY FOLLOWING THESE GUIDELINES:>— Build a braced end wall at the end of the bay, or permanently install 4-'9:J,; —{ 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. MR All hangers, BCI• rim joists, rim boards, BCIB 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 i" 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'/: inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the 1 •' permanent sheathing. r y . Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. r' •. :+ , 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. Boise C3scarfe EW° - tas'em SpeuLer G -4'a - 06'04120:6 1 . For load bearing wall above stacked over wall below). Floor Framing Details Double Squash Block Vertical Load e __ sr/reon value to cul end of BCI•IoisL BCI* heaacli Joist shall not be used as a collar or rafter tension tie. 2 x 6 min. rafter. Rafter shall be supported by ridge beam or other upper bearing suDport T I 6 12 I is Additional floor framing details available with BC FRAMER® software 2x4 4463 3347 2789 2231 BEARINGEND wood panels Z x 5000s V'4" or 7h" Two V'4" wQod panels or 1.8 wood panels 2 x 6000s 1%" or two %" Bq" 1.8 BCI' Joist wood panel 6500s 1%" or two%" rim Joist. 1.8 blocking. V4' w'bod anel 8s" Dimension lumber is not suibble for 2 x + 7/s" or N/A wood panels Nall Boise 90s2.0 sf use as rlmboard Double 2 x _ lumber 14 • 600051.8 6500s 1.8 Cascade with SCI • Joists. 2400 N/A Rimboard to BCI• Joists with Dimension lumber Is not Blocking may be required perpendicular to wall, 2500 16" 6500s1.8 8d nail into each flange suitable for use as rim board with BCI* Joists. consult design professional of record and/or local building official. Use of SCI'rlmjolst requires 2x6 wall for minimum JoIst bearin 2700 One 8d BOmboaCADE' Top Flange or Face nail Mount Joist Hanger each side at bearing L j/ Solid bis k Note: BCI• flow I I I+-1%" minimum bearing all from above to bearing Dist must be designed length (ls/: required for below. not stacked over 18 and deeper jolsts) wall below. VERSA IAM• 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. INTERMEDIATE BEARING DETAILS Bq• Joist Slope Cut Reinforcement net.; 1 . For load bearing wall above stacked over wall below). Blockingng may be required at Intermediate bearings for floor diaphragm per IRC in high seismic areas, cDnsutt local building official. Load bearing Double Squash Block Vertical Load e __ sr/reon value to cul end of BCI•IoisL BCI* heaacli Joist shall not be used as a collar or rafter tension tie. 2 x 6 min. rafter. Rafter shall be supported by ridge beam or other upper bearing suDport T I 6 12 I is Joist Spacing lin] Sire 12 ' 16 19.2 24 2x4 4463 3347 2789 2231 2x6 7013 5259 4383 3506 I \ wail above t' min max. r/ri t (stacked over 1. Squash blocks are tobeInfull contact SCID BCI• Joist wall below) with upper Boor and lowerwall plate. Heel depth bluckln 2. Capacities shown are for a double Deeps L squash blocks at each Joist. SPF or table2xblock. better. below) 24' 2x blocking required at bearing (not shown for clarity). j Backer block Double BCI* Joist r'/n*min. pMvood/OSB rated sheathing as reinforcement. minimum 12" Connection Sheathing or Install reinforcement with lace grain horizontal. Install on wide). Nail with rlmboard both sides of the joist tight to bottom Mange. Leave Joist 10-10d rills. Filler Block closure minimum V: gap between reinforcement and bottom of Hanger • (see chart be top flange. Appy construction adhesive to contact e ie BCI* Joist surfaces and fasten with 3 rows of min. 10d box nails at blocking 6' o.c. Alternate nailing from each side and dinch. required for cantilever. Minimum Heel Depth Filter block Nail We iller it End Roof Pitch with 10-10dnails. Nailing 12' ' Wall on -center Bearin 6112 7112 8/12 9112 10/12 12112 Backer bloderequired where top Range Connection valid for all For load bearing cantilever, see pages 8 2 x 4 41A' 451W 4%" 4%" 4Y." 4Y." Joist hanger load exceeds 250 lbs. applications. Contact Boise Cascade and 9. Uplift on backspan shall be, _ 7 s , • Install tight to top flange. EWP Engineering for specific conditions. considered In all cantilever designs. 2 x 6 3A 3 R4" 2/+." 2/ 2/." 2%` LATERAL SUPPORT BCI• Joists shall be laterally supported at the ends with han eis, rimboard, BCI* rim joist or blocking panels. BCI blocking panels or rlmboard are required at cantilever supports. Blocking may required at Intermediate bearings for floor diaphragm per IRC In high seismic areas, consult local building o Clal. MINIMUM BEARING LENGTH FOR BCI* JOISTS Minimum end bearing: 1%" for all BCI•loists. 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 CALCI software. NAILING REQUIREMENTS BCI• rim Joist, rim board or closure panel to BCI• Joist: Rims or closure panel IVO Inches thick and less: 2-8d nails one each In the top and bottom flange. BCI.450ds/5000s rim Joist: 2-10d box nails, one each in the top and bottom flange. BCI.6000s/60s rim joist: 2-I6d box nails, one each In the top and bottom flange. BCI' 65OOs/90s rim Joist: Toe -nail top flange to rim foist with 2-30d box nails, one each side of flange. BC • 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. BCIO Joist to support: 2-1 d nails, one on each side of the web, placed 1% inches minimum from the end of the BCII Joist to limit splitting. Sheathing to BCI* Joist: Prescriptive residential floor sheathing nailing respires 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 Dage 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum bracingg spacing for full lateral stability: 18" for BCI* 420s & 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 maybe acceptable, contact local ofTibuilding cial and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 45005 or Vi" Two §i" w ori panels or 1.8 wood panels Z x 5000s V'4" or 7h" Two V'4" wQod panels or 1.8 wood panels 2 x 6000s 1%" or two %" 2 x + 7h6" or 1.8 wood panels wood panel 6500s 1%" or two%" 2 x + 3i" or 1.8 wood panels V4' w'bod anel 60s2.0 iw or two Vi" 2 x + 7/s" or N/A wood panels W wood anel 90s2.0 2 x _ lumber Double 2 x _ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus V4" 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 product should be covered and stored off of the ground on stickers. BCIa RIM JOISTS AND BLOCKING 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/A: Not applicable Bt,, : C.r.•7d . L`1. : • • .n ap'c, v G-1- • 06 04120't, ecalLoa apa IP fl Deptf) inin] Series No W.S.01 I W.S.01 9%" 4500s 1.8,5000s 1.8, 2300 N/A600051.86500s 1.8 4500s 1.8, 560000$s8" 1. 2150 N/A 117/s" 6000s 1.8 501. 60s 2.0, 90s 2.0 2500 N/A 4500s 1.8,5000s 1.8, 2000 N/A 14 • 600051.8 6500s 1.8 60s 2.0, 90s 2.0 2400 N/A 4500s 1.8,6000s 1.8, 1900 2500 16" 6500s1.8 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 Bt,, : C.r.•7d . L`1. : • • .n ap'c, v G-1- • 06 04120't, BOO Joist Hole Location &Sizing BCI® Joists are manufactured with 1'/i' round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension D of largest hole (knockouts exempt) D DO NOT see table below) (see table below) an or notch Mange w•++•::-c...•L-r-. s.•.,r•>s'.'+.. awes .L-. •.Ta.FOUX, ;.rwrr..y. mss• I T o T No holes (except knockouts) allowed in bearing zones A 1W round hole may be cut anywhere In the web. Do not cut holes Provide at least 3" of larger than 1W clearance from other holes. round In cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than M" MINIMUM 6" x 14" DISTANCE D) FROM ANY SUPPORT 14" TO THE CENTERLINE OF THE HOLE 16" 11" x 18" Round Hole Diameter [in) 2 3 4 5 6 6'/2 8Y. 9 - 10 11 12 13 RectangulanjHole Side _ —'-- 3 5 6 8 1'-0" 1'-1" 1'-5" 2'-1" 2'-9" 3'-1" 3' - Any F1. 1'-0" 1'-2" 2'-2" 3'-2" 4'-2" 4'-8" 5' Joistis 9%.San12 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6 - Round Hole Diameter (in] 2 i 3 4 5 i 6 6'/2 1 7 8 8% 19 10 11 12 1 13 Rectangular Hole Side } I-----, i 1 -, 1 '- 17 i- t in 2 3 4 5 8 8 1'-0" 1'-1" 1'-5" 1'-10" 2'4" 2'-7" 2'-10" 3'-4" 3'-9" Any 12 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4'-3" 5'-0" 5'-8" S11'/: Ftanl Joist ` 16 1'-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 3 4 5 6 6'/2 7 8 8Ye 9 10 11 12 13 Rectangular Hole Side 2 3 3 5 6 6 8 9in i 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 1 2'-1" 2'-6" 2'40" 2'-11" 3'-4" 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" s anlu 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" 3'-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5" Joist 120 1'-0" 1'-1" 2'-1" 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'-2" 7'-3" 8'-4" 9'-4" i 24 1'-0" 1'-4" 2'-6" 3'-9" 5'-0" 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'4" 11'-2" Round Hole Diameter [in) 2 3 4 5 6 6'/2 7 8 87/. 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 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" 31-21• 31-7" 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-6" 1'-10" 2'-5" 2'-11" 3'-0" 3'-7" 4'-2" 4'-9" 5'-4" Any 15' Srtan 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-8" 2'-1" 2'-6" 3'-3" 3'-11" 4'-0" 4'-10" 5'-7" 6'-4" 7'-2" Joist 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-1" 2'-7" 3'-1" 4'-1" 4'-11" 5-1" 6'-0" 7'-0" 8'-0" 8'-11'• 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" 3'-1" 3'-9" 4'-11" 5-11" 6'-1" 7'-3" 8'-5" 9'-7" 10'-9" cul m web area .s •- 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'h" round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 1'Y.' 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 CALCe 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 CALCe software. Large Rectangular Holes in 13011 Joists I 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 No Hot- Sze on Q hob FChan for Joist Depth KJoWSpan -I r--101inlmm21diameter/ w10M of largest hole O I I Simple span Joist Wo 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 C3sc3de EIAR • Ees:ern Spctat e• G..ide - C8 04020.5 Multiple Span Joist it We _See Max Hot- Sim on Q hole 1st —.l - Chan for Joist Depth l.— %loot _I I.—Mutupt- SIS )Dist 1Y-0• Nun— I*—Muft1* Span Joht 12'-0' Min— Larger holes may be possible for either Single or Multiple span joists; use BC CALCe sizing software for specific analysis. Maximum Hole Size Joist Simple Multiple Depth Span Span 9y21' 6" x 14" 6" x 12" 117W, 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 it We _See Max Hot- Sim on Q hole 1st —.l - Chan for Joist Depth l.— %loot _I I.—Mutupt- SIS )Dist 1Y-0• Nun— I*—Muft1* Span Joht 12'-0' Min— Larger holes may be possible for either Single or Multiple span joists; use BC CALCe sizing software for specific analysis. Reinforced Load Bearing Cantilever Table BCI® Joists n y. Roof Total Load IRsIl o c rn c 35 45 55 Joist Spacing in 01O in 2 c o'cy 16 119.21 24 1 16 119.2124 1 16 119.2174 24 0 0_i 0-1 0--' 0 X_ i 0, X 26 X 0; 0 1 0 0 0• 119.2124 1 16 119.2 24 28 0-0 XIX XX X- 24 m 30 30 0 0 1 X 0 X X X X X 0 0 WS 0 320+0 X q U -A X X_,XJ 0-1.0 0ioT0 tn341X{0 XX XiXrXJ: 0 WS V ss o z' X X X x X X x 0 0 t 0 0 1 98 O X X X X X X XX 0 40 0 X I X' X X X X X X 42 0 IWS* O 24O+X IX X X X XX a m 24 0,0 0 0 0 X 1 0 X •_X__ 26 26 0 0 0 0y 0 X O j X X 0 0 1you X ? X XTX 30 0 0r1 10'X_ XIX X X 0 00 32.0 OLX 0_X XIX'X X m 34 0 0 XX_X _X XX X 0 Lri 36 0 OfXXX XIX X X 0 0 38 0 'X'*X X j X X X X 40 X 0 X' X X X X X X X 0 0 0 240 0 0 0 0 0 0 X X_ 0,_X 26 0 !__2 0 0 0+ X X 28 0 0j0 0Oi0JX XX*X N30Orol0Or0X 32 0 32 XXX 0 0 0{ Q--X1XLX xX OXo 3P 0 0' X X X X'_X 0 0 34 36 0 X O*X' XX XiX rn 38 0 0 XY X X+X X X X_ 0 0' l 0`OtXtX'X X X X 24 0 1 0 j_o_' 0_, 0 0 0 X o 0 0t0 26 0-1 0 1 0 1 0 O 1 0100 0' X X 0 28 0 0 0 y -o ' 0 0 O X X 0 X 1 X X 0 0 0 30 32 0 0 1 0 0 0 0 0 0 0 0- X 0 X X M2 34 0 0 0 0_iX XjX X •X 0 o 0 36 0 o X 0 X X 1 X XX o 24 0 0 0 38 T-6 X; 0 X+_X 1 X X 0 0 WS 40 X 0 0 X O XXIX X X 26 0 0 0 24 0 0 j 0+ 0-' 0 WS 10 0 X 0 0 WS 26 0 Y 0 0 0' WS: 0 0 X 28 0. 0 0 28 0 0 _0 0 Xf0 WSYX 0 0 30 0 0'000,X,0 W5'X 30 om320+0 'WS 0 0' X 0 XIX X 0 0 34 0 0-1WS 0 0-- Xt 0 X 32 0 0 0 3i- 0 O,WS' 0'WS, Xt0 X X 0 38 0 0 X 1 0, X 1 XX' X 34 0 0 WS 40 0 0 X 0 X XX X 0 M-:1- WS X 42 X 0 O X 0 X X' X X X 36 0 0 WS 24 0 0 0 0 0 WS 0 0 1 o 0 26 0 0 0 0 0 WS; o o 1 38 0 28 0_0 0 0+0_WS_0+0 0 0 30 X 0 _0 IM, 0 0 1 1.0 0 X 40 0 0 32 0 0 WS o._0, 1 0 1 iX 1 WS WS X 34 36 0 0 WS".0, WS, X0 X X 0 of WS 0 WS X! O X' X 42 0+ 0 WS^0 38 0 O WS_0 VS: X;X XX 1 WS 1 X 40 0 0 1 0 1 X X X X 24 0 0 0 24 0 0 Oro 0'0 0 WS 0 0 WS 26 0 0' 0 0 _O 0 0+ 0 1 26 0 0 0 30 0 0+ 0 0 0 WSI 0 0, 1 0 30 0 0.; 0 0 O WS 0 O+ X 28 0 32 0 Oi0i0-_0'_1 OiWS X 0 0 34 0~0'WS•-X 30 00 36 0 0 iWS 0 +_ 0 1 1 0 1 X X 0 0 WS 38 0 O, WS 0 0 X 0' X X 32 0 0 0 40 0 0 1 0, WSJ X X' X a X o N _ Roof Total Load IRsq 35 1 45 1 55ocinc Joist S aci in01O in 2 c ern 16 119.2 24 1 16 19.2 24 16 19.2 24 24 0 00 ' 0' 0 0 0 0 I 1 26 0 0 } 0 0 11 0 0+o t X 119.2124 1 16 119.2 24 28 0 0 00] 0 0 0 0 X 24 m 30 0 0 0 0 0 10j 0'X 0 0 WS 0 32 0 0 0 0 0 1 0 0 X 0ioT0 tn 340 0 0 0 X 0 1 X 0 WS 0 36_0 4__9_1 0 0 0 0 X 0 1 X 0 0 t 0 0 1 038 0 0 0 o 0 X 1 X 0 40 0 0 1 0 0 X 0 XX 0 IWS* O 24 0 0 0. 0 0 0 1 0-1 0 1 a m 26 0 0 0 0 0 t 0 f 0 0 1 28 0 0 0 0 1 0 WS1 0 i 0 1 X 30 0 0 0 0 0 1 0 O X 0 w 32 0, 0 0 0 0 1 0 1 X m 34 0 1 0 0 0' 0 X 0 1 X 0 iz O0 WS 0Y0_ X 0 1; X 0 0 36 38 0 0 1- O T 0 X 0 1 1 X 0 0 40 0 0 1 1-0 1 X 1 X jX 0 0; 0 0 0 0 24 00 0j0 0 0 0 0i0 26 0-0 0 0 0 0 0 0 0 28 00 0 0 1 0 0 0 0 o N 30 0 0 0 0 0 0 0 o o 32 0 0_ 0_ 0_' 0 0 0 0 I 0_ N w 3P 0 0 0 0-) 0 0 0' 2i, 1t -- 0- 0 1 0--0 36 0 00 1 0 0 0 0 0 0 1 T 1- rn 38 40 0 0 _0 1 0 0 o o 1 0 10 0 1 0 0 0 0 0 2 0 0' 24 0' 0' 0 0, 0 0 q". 9'WSf 26 0T6 0 1 0 0 W5 0, 0 AWS o 0 0t0 28 0,00'0 0 W5 00 1 a? 30 0 0 0 0 0 Mss o- WS, X_ 0 0 0 32 0 0 J 0 0' 0 WS 0 WS X 0 34 0 0' WS 0 0 1 0 W5' X 0 o 0 36 O i O ;WS O+ O j X I 0 WS X 24 0 0 0 38 O' O VYS O WS X 1 0 X X O . 0 0 WS 40 0 X. Ws' 0 .MIX WS, X 26 0 0 0 42 0 OIWS*o'WSIX WSIXX 0 0 WS 24 26 0 0' 0 0 _0 WS 0' 0 WS 00 0 0 0 W_S 0 WS 28 0. 0 0 28 0 0 1 0_ 0 0 WS 0 WS 1 to 0 N 30 0 0; WS 0 0 0 WS 1 30 om 32 0__0 -'WS 0+ 0 ;WS1 0 ,WS+ 2 0 n 34 36 0 0 WS 0 WS 1' 0 1WS- X 01-0 0 1 t 0 X 32 0 0 0 38 1WSi_ MS 0-t WS1 1 X0+ 0 WS 0 0 401 WSI {rWS; 0 0 lWS 0• WSJ 2 I WS 1 X 34 0 0 WS 24 0_ 0 o --9- 0. 1 0 l _o l 0 WS 0 M-:1- WS X 26 0 0 0 r0 0+ 0 0 WS 36 0 0 WS 28 0 0__0 T0 0+ 0 WS!_0 0 WS o 0 30 0 o' 1-0 ' o.~ o' Ws 1 o_' 0 1 38 0 32 O _0 ' 0 oO +WS -O "WS" 1 w- 0 WSJ X 34 0+ 0 1 0 0 0 WS O WS, 1 40 0 0 WS 36 0 0 IWS, o 0 iWS _0 'WS, 1 t t WS WS X 38 0 0 I WS 0 0 1 O t 2 42 0+ 0 WS^0 40 0. O WS' 0 WS, 1 0 1 2 WS 1 X 24 0 0 0 0 ' 0 0 WS 24 0 0 0 26-67-0- 0 _0_ o10'0f 0' 0,_0 WS 0 0 WS 28 0 0 0 0 0 WS O 0 WS 26 0 0 0 30 0 ;_0 0 0; 0 WS' 0 0 1 0 c 32 0 1 0 0 0 0 WS 0 WS i 1 28 vo, 34 0 0 0 1 0 1 0 WS 0 WS' 2 0 m 36 0 O VS, 0 0 lWS1 0 ' WSJ 2 1 30 0 0 0 38 0 0 W3' 0 0 I 1 0 i 1 2 1NS 0 0 WS 40 0 0 0. WS: 1 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 27/32" plywood/OSB-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. oy Roof Total Load s 35 45 55ocin2c Joist Spacing inV; 61O 12 18 119.2124 116 119.2124 1 16 119.2 24 24 0! 0 1I 0 0 0 1 0 0 0 WS 26 0ioT0 0 0 0+0 0 WS 28 0 0 t 0 0 1 0 0 0 0' WS 0 30 0 0+0T0 0 IWS* O 1-0--'-1 a m 0 i 0 0 0 LWS' 0 a 0! -1 1 ti -F00 0' 0 }_ ! 0 WS Oto 1 0 WS 0 !AS 2_ 0,0 00 0 0 1 0 WS X v 0 .ws o o i 10 iz 0 0 0 0 0 0 0 0 26 0 0; 0 0 0 0 0 0 0 28 OIOi0 00,0 00_'0 0 30 OTO I O 0 0 J 0 0 w 3P 0-1.0 +--yo j 0- 0 1 0--0 o o t0 rn 34 o o 0 0 0' 0-0 WS 3636 0 0 0 o 0 0t0 0 0 1 38 0 0 '_O 0 0 0 0 0 1 40 0 O 0 o 0 o o o 1 j 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0. 0 0 0 0- WS 0 0 WS 30 0 0 0 0 0' WS 0 WS WS c 32 0 0 0 0 0 WS 0 Q 34 0 0 WS 0 0 WS 0 M-:1- WS X 36 0 0 WS o_- 0-' WS o Ws X- 38 0 0 WS 0 M. 1. 0 WSJ X 40 0 0 WS 0 W5 1 WS WS X 42 0+ 0 WS^0 WS' X WS 1 X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 1 0 0 0 IWS CO 28 0 0 0 0 0 WS 0 0 WS 1 30 0 0 0 0 0 WS 0 0 WS 32 0 0 0 0 0 WS 0 WS WSl0 0 l 0 34 360 0 0 0 0 AWS 0 0 0 WS 0 WS 0 0 WS 1 1 38 0 0! WS 0 0, WS 0 WS 2 40 0 0 WS 0 WS' WS 0 WS 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 1 0 0 0 0 0 0 WS I m 280 0 0 0 0 WS 0 0-_ WS 30 0_ 0 0 0 0 WS 0 0 WSy 1 0 32 0 0 0 0 O; WS 0 WS 1 w 34 0, 0 0 0 0 WS 0 WS 1 36 0 0 f WS 0 0 WS 0 WS' 2 38 0 0 WS 0 0. WS 0 WS 2 40 0 0 WS 0 WS WS 0 WS 2 1 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0WS 28 0 0 1 0 0 0 0 0 0 WS 1. 30 0 0 1 0 0 0 WS o. 0 WS 32 0 0 0 0 0; WS 0 0 WSc03400, 0 0 0- WS 0 WS WS 360 0 0 0 0 1 WS 0 WS 1 38 0 0 0 0 0' WS 0 WS' 1 40 0 0 WS 0 0 WS 0 WS 1 1 24 0 0 0_0 O 0 0 0 0- j 26 0 0 0 0 0 0 0 0 28 0 0 0 0_ 0_ 0 0 0 0 0 0 30 0 1 0 0 0 0 0 0 0 0 H 32 34 0 1 0 0 0 i 0 0 0 0 0 0 01 0 0 0 0 0 0_ WS 36 0 o 0 0 0 0 0 o WS j 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 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 Bo':,: Ca;,--id.t L"-1 • _, m S;r:.t .• G, idc • 08104/20'a Reinforced Load Bearing Cantilever Detail 2'-0' 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 2'-0". Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALC° 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. ss/32' min, plywood/OSB or rimboard closure. Nail with 8d nail Into each flange. \ Structural Panel reinforcement BCI• Joist blocking required for cantilever block Uplift on back span shall be considered in all cantilever designs Non -Load Bearing Wall Cantilever Details 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 1 O nails at 6" on center. Use 16d nails with BCI° 90s 2.0 joists. Clinch all nails. BCI•Jolst blockingWood backer blockWoodStructural 2x Closure Panel Closure SeeSpecifiere6 of Guide astern 2x8 minimum j BCI lolst blocking Small Gap: Nallin` t!,• min.. Sehedu`e WeD2' max. chart sUHen 2' min. t /Wldtl 4' max. 4 min LLY- Cllnur I IW I / Nails 4'•maL Tightril WebSliNener required when concentrated load exceeds 1000 lbs Web stiffeners applied to both sides of the joist web F16E Gap Web F ==7 Mr Specifications BCI Joist Series(Min For Structural Capacity Thick) Lateral Restraint in Hanger Section Drywall Ceiling or r:' W Vtew Wood Structural Back Span I Maximum Panel Soffit Minimum 135 Times 2ehe' s Back Span Cantilever Length Y." 25he" Not to exceed 4'-0' Back Span Maximum 2e/re' 3%1 n'— V These details aPPI to cantilevers with uniform loads only. bearinga 4/3 Back Span I 6-8d It may be possible to exceed the limitations of these details b analyzingnot y to exceed a'-0' 2-8d a specificapplication with the BC CALC° software. 11'%:' 3 2-8d 3_-8d Web Stiffener Requirements 2-8d 5-8d Small Gap: Nallin` t!,• min.. Sehedu`e WeD2' max. chart sUHen 2' min. t /Wldtl 4' max. 4 min LLY- Cllnur I IW I / Nails 4'•maL Tightril WebSliNener required when concentrated load exceeds 1000 lbs Web stiffeners applied to both sides of the joist web F16E Gap Web Stiffener Specifications BCI Joist Series(Min For Structural Capacity Thick) Lateral Restraint in Hanger Minimum 4500s 1.8 r:' W 25he' 5000s 1.8 Y:' 2ehe' 6000s 1.8 Y." 25he" 65006 1 8 1" or 1 Ye" 2e/re' 60s2.0 V 25he" 90s 2.0 2x4 lumber (vertical) l :,. „7+:.1 I- =1A- c -.V.arn Sp -:al •.• h.lj .' r4 , . NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI• Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on Page 14. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCI° 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI® Joist's reaction capacity at a specific bearing location. Lateral Restraint in Hanger. Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness e.g., BCI® 6500s, double V panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI° Design Properties on page 24 or the BC CALC° software. Stiffener Nailing Schedule BCI° JoistBearing Location Joist Series Depth End Intermediate 9'/z' 2-8d 2-8d 11y8l' 2-8d 3-8d 4500s1.8 14" 2-8d 5-8d 16" 2-8d I 6-8d 91/2' 2-8d 2-8d 5000s 1.8 11'%:' 3 2-8d 3_-8d 14" I 2-8d 5-8d 91/2' 2-8d 2-8d 111/:' 2-8d 3-8d_ 6000s 1.8 2-8d 5-84 _ 14" _ 16" 2-8d I 6-8d 91/2' 2-8d 2-8d 2-8d 3_8d 6500s 1.8 11%" _ -_ 14" 1 2-8d 5-8d 16" 2-8d 6-8d 11Y:' 2-8d 3-8d 14" 2-8d 5-8d -- 60s2.0 16" - 2-8d- 6-8d 117V 3-16d 3-16dj0:s2.0 14" I 5-16d 5-16d 16" 6-16d 6-16d Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 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. ro;•,. Ca5rada LVj • . n S, _,-it w G ro • 08 o412C' y 11', Load Duration BCI® 4500s 1.8 Series 13/4' Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9'/i' BCI® 4500s 1.8 11'/s' BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/z' BCI® 5000s 1.8 11'/e" BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 156 13 71 111 115 138 144 146 79 128 129 138 144 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 1 125 126 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. ro;•,. Ca5rada LVj • . n S, _,-it w G ro • 08 o412C' y Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) eoisa Cascade tb'.' - Eastern -CH 042+7- 11', Load Duration BCI® 6000s 1.8 Series 25/16" Flange Width BCI® 6500s 1.8 Series 29/16" Flange Width 9'/z' BCI® 6000s 1.8 117/8' BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/z' BCI® 6500s 1 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 i 260 265 9 213 222 231 235 213 222 1231 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 II 160 163 14 73 129 117 142 148 151 79 137 129 142 T 148 151 15 60 112 97 133 138 141 65 124 106 133 138 141 16 17 50 42 98 84 81 68 125 112 117 99 130 122 132 124 54 46 109 92 89 75 125 117 127 130 107 j 122 132 124 18 58 100 84 115 112 117 64 110 91 I 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 X9678 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 T 30 eoisa Cascade tb'.' - Eastern -CH 042+7- Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 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. Bou Cascade: EVA- ::a -i w Sp,Cd e• Gt irlo • 0$3'04:2D'z, 11'r Load Duration BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3'/2' Flange Width 11%s' BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11%ll 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 I 450 385 337 300 1 270 I- - - i 245 225 207 192 180 - 152 T 168 129 i 158 110 i 150 95 142 83 1 135 72 128 63 122 56 112 49 99 44 88 453 456 j 391 342 304 274 4-- --- - j 249 - 228 210 -- 195 182 I 171 161 - I 152 144 137 130 119 124 105 119 94 114 83 109 75 i 105 - 67 -101-- 61 -- - i - - 97 - 7- 55 94 50 1 91 7 314 314 314 388 8 275 275 275 340 9 244 244 I 244 302 10 220 220 220 - 272 11 200 200 200 247 12 183 183 183 226 13 169 169 169 209 14 155 157 157 157 194 15 128 146 146 146 181 16 107 137 137 137 170 17 90 129 129 129 160 18 77 122 110 122 122 151 19 66 115 95 115 115 134 143 20 57 110 82 110 109 110 117 136 21 50 100 72 104 95 104 102 129 22 43 87 63 100 84 1 100 90 123 23 55 95 74 95 79 118 24 49 91 65 91 70 113 25 43 87 58 88 63 108 26 52 84 56 104 27 47 81 50 100 28 42 78— 45 91 29 41 82 30 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. Bou Cascade: EVA- ::a -i w Sp,Cd e• Gt irlo • 0$3'04:2D'z, FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. I 1 Blocking not shown' 1 for clarity. R03 SAFETY WARNING Roof Framing BCI® Rafters DO NOT ALLOW WORKERS ON BCI* JOISTS UNTIL ALL HANGERS, BCI* RIM JOISTS, RIM BOARDS, BCI4D BLOCKING PANELS, X -BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI* Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI* Joists at the end of the bay. All hangers, BCI* rim joists, rim boards, BCI* blocking panels, and x -bracing must be completely installed and properly nailed as each BCI* Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI* Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI* Joist with two 8d nails. Structural ridge VERSA -LAM* or load-bearing wall required. Blocking or other lateral support required at end supports. 2E, 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 BCI* Rafters may be required. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI* Joists to within % 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. 2'6" o.c. or BCI.45005) 3'-0" o.c. or BCP SOOOs) Minimum Heel Depth See table at right) 12 G Rafter Stmt 9%*,11'/x" or 14" BCI.45009/5000s/6000s/6500s Ceiling Joist 0 24• o.c. Maximum 3W Minimum Bearing — 2x4 wall) Each End Roof Rafter Ceiling Loads: 4Deade Load =10 psf Load = 7 psf 2x Blocking 11 Maximum Span Lenaths Without Roof Loads 1`ti 9'A" BCI* 45005 1.8 / 5000s 1.8 / 60005 1.8 / 6500s 1.8 20'-0" 11Y." BCI* 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI* 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 8 3 at right) Soiw 0,:cade EO'S+ • Eastern Spacrfe• Guizla - CS104/2015 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 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI* Joist at beveled ends. Nail roof rafter to BCI* Joist per building code requirements for telling joist to roof rafter connection. Joist End Wall Minimum Heel Depth __2X —4—T-2 x 6 9'b" 2'b" 1 h" t1%" 3h" 2'b" Depths 14" 4'fi' 3'b" 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 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI* Joist at beveled ends. Nail roof rafter to BCI* Joist per building code requirements for telling joist to roof rafter connection. Roof Framing Details Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope 1 Rimboard / VERSA -LAM• blocking. V' Filler Block Thickness greater than'/./12. Ventilation cut: Two 111" wood panels or 2 x _ 5000s 1.8 2/3 of length. 1/z of depth* fitnange VERSA-LAM• blocking 6000s 1.8 1%od w els" ntilation "V" cut: 6500s 1.8 1%' or two t" woodane s length, 1/2 of depth 60s 2.0 i fr" woodanels or two'k" 2 x _+'/rr" or W wood panel 9Os 2.0 blocking g TiFlange of BCI' Joists may for soffitsupport foe blydsmouth cut only at i sthe low end of the Joist2'i' max Birdsmouth cut BCI• Joist Simpson VPA or USP TMP connectors or equal can lange of BCI• Joists may be blydsmouth cut only atange must bear fuly on web stiffenerbeusedinlieuofbeveledplateforslopesfromthelowendoftheoistBlydsmouthcutBCI• Joistlate. 3/12 to 12/12. flange must bear fully on plate, web stiffener requiredrequired each side. each side. Bottom flange shall be fully supported. 1 lOd nails 1 Simpson or USP LSTA24 strap, nailing per 1 . Simpson or USP LSTA24 strap where slope 42x4 one side for 135 PLF max. at 6' o.c. governing building code. exceeds 7/12 (straps maybe required /or lower 2x6 one side for 240 PLF max. BCI blocking slopes In high -wind areas). Nailing per governing VERSA -LAM LVL Holes cut building code. support beam. for ventilation. VERSAIAM' y LVL support beam. lock. Backer block.- mac, Thickness per y corresponding BCI• series. 2x block BCI• blocking Holes cut ublebeveled Beveled web stiffener 4'-0• horiz. for ventilation, wood plate. on each side. Blocking on both sides of ridge may be required for 2'a• hori shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. 1 1ZLDoubleJoistmaybe r Backer block required when L exceeds 1 minimum 12" wide). Z-0" rafter spacing. 1 Joist Nall with 10-10dnails. max 1 Hanger Blocking as required. Nail 1 outrigger I through BCI• web. DO NOT bevek t Joist filer block. Nall beyond Inside face of wall, except with 10 -10d nails. for specific conditions in details 2' x _ outrigger shown on pages 6 and 13 of the Backer block required where top flange notched around BCI• Eastern Specifier Guide. Joist hanger load exceeds 260 lbs. top flange. Outrigger Install tight to top flange. spacing no greater 24' End Wall. than on -center. LATERAL SUPPORT BCI• Joists must be laterally supported at end supports Including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAM*, BOISE CASCADP Rimboard or BCI• Joist). Metal cross bracing or other x -bracing provides adequate lateral support for BCI9 Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BC13 JOISTS Minimum end bearing: 1%" for all BCI' Joists. 3'h• 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. BCI96500s/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. Sheathingto 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 BCIO Joist series. 14 gauge staples may be substituted for 8d nails If the staples penetrate at least 1 inch into the Joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS Series ac er Th rk Filler Block Thickness 4500s 1.8 wood ran+els Two 111" wood panels or 2 x _ 5000s 1.8 oodwanels Two y." wood panels or 2 x 6000s 1.8 1%od w els" 2 x_+'/Ir" or S4" wood panel 6500s 1.8 1%' or two t" woodane s 2 x_+ r!i' or V." wood panel 60s 2.0 i fr" woodanels or two'k" 2 x _+'/rr" or W wood panel 9Os 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 Ito 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 blydsmouth cut only at the low end support. BCI• Joists with blydsmouth 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 blydsmouth cut. eni-, Cz),t 0 . • . •..io Sperd s, G, ala • C81AQ0*, Roof Span Tables Maximum clear span in feet and inches, (based on horizontal spans. Table values are limited by shear, moment, total load deflection equal to 1_/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. Bois•C•c detb':°•Eas!arnSF:''•' •-id:•CF'C42"'S 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 Y4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. 115% and 1250 616id Ddratio BCI414500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 91/2" 11'/i' 14" 16" BCI° 4500s 1.8 BCI° 4500s 1.8 1 BCI° 4500s 1.8 1 BCI*4500s 1.8 9'/i' BCI° 5000s 1.8 11'/i' BCI° 5000s 1.8 14" BCI° 5000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 14/12 4/12 i 8/12 4/12 ;4/12; 8/124/1214/12 8/12 4/12 8/12 Load Load or to to 1 or to : to I or to to I or to to or to to 14t/12 or o to or I to to ps9 [psq Less 8/12 12/121 Less 8/12 12/12 Less 8/12 12/12 Less 8/12112/12 Less 18/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 23'-10"1 22'5" 2V -1V' 28'-5" 26'•5' 24'-10" 37-3" 3V-5" 28'-3" 35'-9" 33'-8" 31' Y, 4'-10 23'-5"' 21'-9" 29'-7";27'-11'j25'-11' 33'-8"31'-9" 29'-5" Snow 20 15 127-7" 21' 3" 19'-7" 26'-11" 25'•3" 23'4" 3V-7" 28'-9" 26-6' 33'-6" 31'-10" 29'4" 23'-6" 22'-1" 20'-5" 28'-0" 264 24'-4" 1'-10''29'-11" 27'-7" 125%127'-4"----- 22'-5" 21'-0"119' 4" 20 20 21' 7" 20'-2" 18'-7" 25'-8" 24'-0" 22'-1" 25-2" 25' 1" 31'-4" 3V•3" 27'-10" 26'-9" 25-0", 23'-0" 5-t28-5"- -•--- 30 26-2 25 10 22-0 1 21'-5" 17-11" 26-11" 26-6r 23'-" 311.2" • 25-0" 26-11" 37.3" 31'-7" 291•10" 23'-7" 22'-0" 20'-9" 28'-1" 26'-7" 24'-9" 1'-11'' 30'-2":28'-1" 25 15 21'-7" 20'-4" 19•10" 25'-9" 24'-2" 27-5" 28-2" 27'-5" 255" 311.1" 274" 28'-3' 22'-6"121'-2" 19'-7" 26'-10125'-3-123'-4" 3V-3" 28'-8" l 26'-7" 12" 0 I 101300 21'-0" 2Y -T 19'-1" 25'-9" 24'-5" 27-9" 28'-3" , 2T-9" 125'-11" 39-7' j 25-8" 25-0" 22'-7"; 2l' -4"'l9' -l1'26'-10" 25'-5" 23'-9" 30'-4" 28'-11" 27'-0" O.C. Snow, 30 15 211.9" 15-7" 119-2" 25-7" 25'-11"; 24'-7" 28'-5' j 2T-5' 25-10" 21'_7"; 20'-5'118' -11 25'-9" 24'x" 22'-T' 2 - T_ - 28' 6"' 2T-8" 25'-8" 24'-5_ 21'•8" 115%' 40 10 19'-0" 18'-11" 1T-10" 23'-4" 23'-2" 275" 21'-3" 25'-3" 24'-11" 24'-7 2T-9'' 26-T, 264" 20'-0" 19'$" 18'-7" L 24'-5" 23'-5" 22'-7' 27'-7' 25'-8" 25'-7' 40 15 19'-5" 194" 1T-1" 27-1"' 21'-" 120'4" 24'-1" 23'-T' 27-11" 25-8" 25-2": 24'5" 20'-2" 19'-1" 17'-10 23'-8" 22'-9" 21' -Y'25' l0"25-4" 24'-1" 50 10 18'-3" 17'-T 16-7" 21'-2" 29-10" 15-9" 23'-1" 27-10" 27-5' 24'5" 24'4" 24'-0" 19'-0" 18'-3" 17'-3" 22'-8" 21'-9" 20'-T' 4'-10" 24'-6" 23'-5" 50 15 17'-11" 1r4" 16-3 294" 2V-0" 174" 22'-2" 21'-9" 21'-3' 23'x" 274' 22'-9" 19'-0" 18'-1" 16'-11 1'-10" 21'-5" 20'-2" 23'-9" 23'-4" 22'-10' Non -0 21'-7" 129-5" 19-11" 25'-9" 24'-3" 275" 29'-3" 27'-7" 25' T' 31'•5" 39-7" 264" 22'-6" 21'-3" 19'-8" 6'-10'' 25'-4"' 23'-6" 30'-6"!28 2618_' 295" 19'-3" 17'-5' 24'•4" 27-11" 21'-1" 27'-7' 26.9- 24'-0" 25.0" 25-7' 20-7" 21'-0" 120'-0" 25'-5" 23'-10', 22'-0" Snow0#15 18'-6" 8'-11'; 27'-1"' 25'-0" o-- 125 /00 20'-0" 19'-0" 17'-6" 27'-2" 125'-10", 23'-9" 19'b" 15-3" 16'-10" 23'-3" 21'-9" 2V-0" 254" 124'-5' 27-9" 2T-1" 26-7 24'-11" 24'-3"' 22'-8" 20'-10' 25 10 205"' 15-5" 18'-1" 24'-0" 23'-1" 21'5" 25-1"' 25'-T' 24'-5' 2T-11" 2T4" 26-T 21'4" 29-2"18'-11Y 25'-6" 24'-1" 22'-5" 28'-V' 27'-4",25'-6" 25 1 15 15-7" 18'-5" 1T-1" 274" 21'-9" 294" 24'-0" 23' 9 27-11" 26-T 254" 24'-5" 20'-5"27-10"21'-7' 16' 30 10 15-7" 18!-T' 1T-0" 27-5" 27-0" 2V-7" 24'-5" 24'-0" 123'-5" 26'-1" ; 25" 25'-0" 20'-5" 19'-4" 18'-1" 24'-1" 23'-1" 21'-0" 26'-3" 125'-9" , 24'-5" 24'-8" 124' Snow _ 30 } 15 18-T 1T-9" ; 15 i" 21'-1" 2V -T' 19-7" 23'-0" 27.5" 21'-9" 24'-7" 1 24'-0 23' 3" 19'-7"118'-6 17-2" 22'-8" Y2'-0" 20'_5" 115%, 40 10 1T-0" 1T•1" 15.7' 29-1" 15-5' 15-3" 21'-1V' 21'-7" 21'-1" 274" 2Y -U' i 27-T 18'-7" 17'-10",16'-10 21'-7" 21'-3" 20'-1" 23'-6" 23-2".22-8" 40 15 15-19' 16.6' 165" 19-1" , 19-8'1 15-2" 20-10" 29-5" 15-10' 27-3" 21'-19'- 21'-3" 18'-1" 17'4" 16'-1" 20'-0" 20'-1'. _78'-3" 22.-4" 21'-11"• 21-4" 50 10 15-7 15'-19' 16-0" 194" 18'-1" 1T-9" 1541" 15-9" 15.5" 21'4" 21'-1" 29-T 17'-2" 16'-6" 15'-8" 19'-8" 19'-5" 18'-8" 21'-5" 21'-2" 20'-10' 50 15 1 165" 15'-3" 14'4'117'-7" 1T-3" 16-19 15-2" 19-10" 18'-5" 201-5" 29-1" 19-8"116'-8" 16'4" 15'4" 18'-10" 18'-6" 18'-1" 20'-7" 20'-2" 19'-9" Non- 20 10 2V4" 115-2" 17'-5' 24'-2" 27-19' 21'-2" 25.10'2611" 24'-1" 26-8" 26-0" 26'-8" 21'-2"19'-11' 18'-6" 25-2"'23'-99"122'-1" 28'-8";27'-0" 25'-1" Snow 20 15 19'-3" 18'-1" 16-8" 27.9" 21'5" 19-10" 24'-9" 24'-0" 27•T' 26-5" 25-8" 24'$" 20'-0"118'-10' 17'4" 3'-10" 22'-5"' 20'-8" 264", 25'-6" 123-6" 125% 19'-1" 17'-10' 16'-5" 22'-9". 21'-4" 19'-7" 4--- 4'-10"23'-11" 22'-3" 20 20 18' 4" 17'-2" 15'-9" 21'-2" 29-5" 18'-9" 23' 1" 1 274" 21'-3" 24'-8" 23'-1V' 22'-9" 25 10 15-3" 16-3" 17'-0" 6-0" 21'-1V' 21'-5" 29-2" 23'-1V' 23'4" 27.8" 255" 24'-3" 20'-1" 19'-0" 17'-8" 23'-0" 22'-T' 21'-1" 25'-T' 25'-1" 23'-11' 25 15 15-0" 1T-0" L 2V-5" 15-10' 15-1" 27-3" 21' 2949' 24-11" 23'-5' 3'-1" 22'-0" 19'-2" 18'-0" 16'-8" 21'-11 "21'-4" 19'-11' 3'_1023'_3" 27-5" 19.2» O.C. 30 , 10 Snow[ 30 1 15 15-0" 1T5"--3" 15-11" 16'-T 15'fi' 2-0 - - 2V-5" -1" 155" 15 3"115-5'118'-7' 274''21'-11"- 21'4" 29-11" 29-5" X19' -1V' 23'-19'1 23'-5" 2_7.10" 27-5' 21'-19' 21'-2" 19'-2"' 18'-2"'16'-11 18'-3"117'-0"116'-1" 22'-0" 21'-7".20'-2" 20'-8"120'-2",19'-2" 3'-11",23'-6" 22'-11' 22'-0" 22'-0" 21'-3" 115%. 40 10 16-7' 15-11" 15-7' W-7. 18'-0" 1T5" 19'-11" 19'5" 19'-3" 21'-4" 21'-0" 29-T 17'4" 16'-9" 15'-10 19'-8" 19'4" 18'-10' 21'-5" 21'-1" 20'-8" 1 40 15 15'-4" 15-0" 14'x" 17'5" , 1T•1". 15-7" 18'-11" 18'-7" 18'-1" 2V-3" 19-10": 19'4" 16'-0" 16'-2" 15'-2" 18'-8" 18'4" 1T-10' 20'4" 20'-0" 19'-5" 50 10 14'-9' 14'5" 14'-1" 16.9' 16-6', 15-7 18'-7 19-Y' 1T-" 19-5" 15-3" 1641" 15'-10" 15'-0" 14'-8" 17'-11" 17'-9" 17'-5" 19'-7" 19'4" 19'-0" 50 15 14'-1" 13'-10" 13'-7" 16-0" 15'-9" 15!4'17-5" 17'-7 15-9" 1 18!4r 18'-4" 1T-11" 15'-2" 14'-11" 14'-0" 17'-2" 16-11" 16-6" 18'-9" 18'-5" 18'-0" Non- 20 10 18•19' 17'-9 16'6" 27-0" 21'-1" 15-7" 24'-0"23:-5" 22'-4" 25'-7" 25'-0' 24'-3" 19'-7" 18'-6",17'-2" 23'-4"122'-0":20'-5" 25'-9" 25'-0"123-3" SnowSnow 20 15 17'•10" 16' 9 15'-5" 29.3" 191-T 18-4- 27-1" 21'-5" 20-7" 23'-8" 27-11" 27-0" 18'-6" 17'-5" 16'-1" 1'-10720'-9" 19'-7' 23'-9"123'-1"' 21'-9" 15.8" 115'-11" 14' 7" 17'-8" 16'-7" 15'-3" t 20'-0"119'-8" 18'-2" 22'-2", 21'-5"' 20'-5" 20 20 16-11" 18'-3" 17'-5" 29$" 15-11" 15.0' 27.1" 21'-3" 20'-0" 25 10 IT -3-116-10-1 15'-9" 15.6" 15-2" 18'-7" 21'-3" ij2V-10" 2V-3" 27-9" 27-3" 2V-8* 18'-0" 17'-7" 16'-0" 21'-0" 20'-7"119'-6" 2'-10" 22'-5" 21'-9" 25 15 17'-3" 16'-8" 15'-5" 19'-7" 19'-1" 18'-0" 21'-4" 15-1"`15'-7" 14'-10" 18'-2" 1T-9" 17'-1" 15-1V' 15-0" 18'-8" 1 21'-3" 29-T 17-11" 1 30 10 15-1"15-10"15-1" 18'-3" 1T-11" 17* -T 19-11" 15-7" 154" 21'-3"129-11"i 295" 17'4";16'-10115'-8" 1- -- 19'-7",19'-3";18'-9" 21'-5" 21'-0"-20'-6" O.C. Snowl- 30 I 15 15-2" 14'-9", 14'-0" 1T-2" 16'-9" 16'-3" 18'-5' 18-3" 1T8 2V-0 ; 155 15-11' 16'-3"J15'-11114'-11 18'-5" 18'-V.,IT-5" 20'-1"19'-8'.19'-0" 115%' 40 10 14'-5' 14'-2" 13'-11" 164": 15-1" 15'-9" 749' 17'•7" 1T-7' 15-0" 18'-9" 18'-5" 15'-6" 15'-3" 14'-7" 17'-7" 17'4" 16'-11' 19'-2" 18'-10" 18'-6" 40 15 13'$" 13'-5" 13'-1" 16-6'' 15-3 14'-10" 15-11" 15-T' 15-7' iv -1,, 1T-9" ' 17'-3" 14'-9"' 14'-5" 14'-0" 16'-8" 16'4" 15'-11' 18'-7' 17'-10" 17'4" 50 10 13'-2" 1Y -Y' 12'-9" 14'41" 14'-0" 14'$' 16-3" 15-1" 15-5' IT -47" 1T-7' 16-10" 14'-2" 13'-11" 13'-7" 113'-6*' 16'-0" 15'-10" 15'-7" 17'-5" 17'-2" 16'-T' 50 15 17-7" 12'4" 17-1" 14'-3" 14!-U'_13'-9 15'-7" 154' 14'-11" 155" 15-0 15'-3" IT. 13'-0" 15'-4" 14'-11" 14'-3" 16'-7' 164" 14'-11' Table values are limited by shear, moment, total load deflection equal to 1_/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. Bois•C•c detb':°•Eas!arnSF:''•' •-id:•CF'C42"'S 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 Y4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. SXXUXXU Roof Span Tables HIS Maximum clear span in feet and inches, based on horizontal spans. Bm>c C3scad LYW - =as'em Specitu, G, ids • 08 04/20'b 115% and 125% Load Duration BCI® 6000s 1.8 Series 25/16" Flange Width 9Y2" 119W, a BCI° 6000s 1.8 BCI° 6000s 1.8 BCI° 6000s 1.8 BCI° 6000s 18 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 1 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to psq psq Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 1 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%120 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" 1 21'-8" 29'4" 27'-9" 25-10" 33'-4" 31'-6" 294" 36'-10" 34'-10" 32'-5" i 25 15 23'-6" 22'-2" 20'-6" 28'-0" 264" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" 30 10 23'-7" 274" 20'-10" 28'-0" 26'-7" 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" O.C. t- - Snow; 30 - 15 i 27-7" 1 21'4" 19'-9" 26'-11" 25'x" 23'-6" 30'-7" 28'-10" 26'-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" 20'-7" 19'-5" 25'-0" 24'-6" 23'-1" 29'-0" 2T-10" 26'-3" 31'4" 30'-9" 29'-0" 40 15 21'-1" 20'-0" 18'-T' 25'-1" 23'-9" 22'-2" 27'-11" 27'-1" 25'-2" 29'-10" j 29'-3" 27'-10" 50 10 19'-10" 19'-1" 18'-1" 23'-7" 22'-8" 21'-6" 26'-9" 25'-9" 24'-6" 28'-8" i 28'-3" 27'-1" 50 15 19'-10" 18'-11" 17'4' 23'-7" 22'-0" 21'-0" 25'-8" 25'-3" 23'-11" 27'-5" 27'-0" 26'-5" Non- 1 20 10 23'-6" 22'-7' 20'-7" 28'-0" 26'-5" 24'-6" 31'-10" 30'-0" 27'-10" 35'-2" 33'-2" 30'-10" Snow 1 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 20 21'-3" 19'-11" 18'4" 25'-3" 23'-8" 21'-9" 28'-9" 26'-11" 24'-9" 31'-5" 29'-9" 27'-5" 25 1 10 274" 21'-1" 191-8" 26'-T' 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'x" 23'-10" 22'-1" 28'-3" 27'-2" 25'-r 30'-3" 29'-5" 27'-9" i 30 - 10 21'4" 20' Y' 18'-10" 25'-5" 24'-1" 22'-5" 28'-4" 2T4" 25'-6" 30'-4" 29'-9" 28'-3" O.C. Snow -370 • - I 15 10- 20'-0" 19' 4" i 17'-11" 24'x" 21'4" t 26'-8" 26-0" 24'-3" 28'-6" 27'-10" 26'-10" 115%; 40 19'-5" 18'-T' 17--r- 23'-T' 22'-7' 20'-11" 25'-5" 25'-0" 23'-10" 27'-7' 26'-9" 26'-2" 40 15 19'-1" 18'-1" 16-10" 22'-2" t 21'-6" 20'-1" 24'-2" 23'-8" 22'-10" 25'-10" 254" 24'-8" 50 10 18'-0" 17'-3" 16'4" 21'-3" 29-6" 191-6" 23'-2" 22'-11" 22'-2" 24'-9" 24'-0" 24'-1" 50 15 17'-11" 17'-1" 16'-0" 20'4" 20'-0" 19'-0" 22'-2" 21'-10" 21'4" 23'-9" 234" 22'-10" Non- 20 1 10 22'-1" 20'-10" 19'4" 26'-3" 24'-10" 23'-0" 29'-11" 28'-3" 26'-2" 33'-1" 31'-2" 28'-11" Snowl 20 1 15 20'-11" 19'-8" 18'•2" 24'-11" 23'-5" 21' 7" 28'4" 26'-7" 24'-7" 30'-8" 29'-5" 27'-2" 125%F-20-] 20 19'-11" t 18'-8" 17'-2" 23'-9" 22'-3" 20'-5" 26'-10" 25'4" 23'-3" 28'-8" 27'-8" 25'-9" 25 10 21'-0" 19'-10" 18'-6" 24'-11" 23'-7" 27-0" 2T-8" 26'-10" 25'4" 29'-7" 28'-11" 2-r-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" 25-11" 19.2 30 10 20'-1" 19'-0" 17'-9" 27-7" 21'-1" 25'-10" 25-5" 2T-8" 27'-2"_ 26'-6" o.C.- 24'-0" 19'-3"_ ! 18'-2" i 16'-10" 23'-9" 22'-4" 21'-T' 20'-0" Snow' 30_j 15_ 24'-4" _ I 23_9" 27-10" 26'-0"_ 25'-5" 24'-r 115% 40 10 18'-3" 17'-6" 16'-6" 21'-3" 20'-10" 19'-8" 23'-2" 22'-10" 224" 24'-9" 24'-5" 23'-11" i 40 15 17'-10" 17'-0" 15'-10" 20'-2" 19'-10" 18'-10" 221-0" 21'-T' 21'-0" 23'-6" 23'-1" 22'-0" - 50 10 16-10" 16'-2" 15'4" 19'-5" 19'-2" 18'-3" 21'-1" 20'-10" 20'-0" 22'-7" 22'4" 21'-11" 50 15 16'4" 16'-1" 15'-0" 18'-7" 18'-3" 17'-10" 20'-3" 19'-11" 19'-5" 21'-8" 21'-3" 20'-10" Non- 20 10 20'-6" 19'4" 17'-11" 24'4" 23'-0" 21'4" 27'-9" 26'-2" 24'-3" 29'-9" 28'-11" 26'-10" Snow 20 15 19'4" 18'-2" 16'-10" 23'-0" 21'-8" 20'-0" 25'-8" 24'-8" 22'-9" 27'-5" 26'-7" 25'-2" 125% 20 20 18'-0" 17'-3" 15'-11" 22•-0" 20'-7" 181-11" 23'-11" 23'-1" I 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'-7' 25 15 18'-0" 17'-5" 16'-2" 21'-7' 20'-7" 19'-3" 23'-0" 27-5" I 21'-8" 24'-8" 24'-0" 23'-7' 24" 30 10 18'-7" 17'-7" 16'-5" 21'-7' 20'-10" 191-6" 23'-1" 27-8" 24'-9" 24'-3" 23'-8" O.C. r ---- Snow, 30 L 15 17'-7" 16'-9" 15'-7" 19'-11" 19'-6' 1 18'-7" 21'-9" i 21'-3" 22'-2" - 20'-6" 23'-3" 27-0" 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" 40 15 15'-11" 15'-7" 14'-8" 18'-0" 17'-8" 1T-2" 19'-8" 19'-3" 18'-9" 21'-0" 20'-T' 19'-8" 50 10 15'-3" 14'-11" 14'-3" 1T4" 17'-1" 16-10" 18'-10" 18'-8" 18'4" 19'-10" 19'-5" 18'-9" 50 15 1 14'-7" 14'4" 13'-11" 16-T' 16'4" 15'-11" 1T-11" 1T4" 16'-0" 18'-3" 17'-8" 16'-10" Bm>c C3scad LYW - =as'em Specitu, G, ids • 08 04/20'b Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 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. 115% and 125% Load Duration BCI® 6500s 1.8 Series 29/16" Flange Width 9'/i' BCI° 6500s 1.8 11 W BCIO 6500s 1.8 14" BCI° 6500s 1.8 16" BCI° 6500s 1.8 4/12 ; 4/12 8/12 4/12 4/12 8/12LiveDead4/12 4/12 8/12 4/12 4/12 8/12 Load Load or i to to or to to or to to or to to Ipsf] Ipsf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-8" 35'-0" Snowl 20 1 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%I120-'-Y24'-3" 22'-8" 120'-10" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36' 1" 33'-10" 31'-1" 25 1 10 25'-5" 24'-1" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" I 30'-3" 37'-11" 1 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" 1 34'-1" I 31'-7" 12" 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 O.C. Snow' 15 23'-4- 22'-0" 20'-5_ 27'-8" 26'-2 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 1 30'_6" 30 115%- 40 10 22'-2" 21'-3" 20'-0" 26'-4" 25'-3" 23'-10" 29'-11" 28'-8" 27'-1" 33'-0" 31'-8" 29'-11" 40 15 21'-9" 20'-7" 19'-3" 25'-11" 24'-6" 22'-10" 29'-5" 27'-10" - 25-11" 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" 23'-2" 21'-8" 27'-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" 1 28'-8" 36'-3" I 34'-2" I 31'-9" Snow 20 15 23'-0" 21'-7" 19'-11" 27'-4" 25'-8" 23'-8" 31'-1" 29'-2" i 26'-11" 34'-4" 32'-3" 29'-9" 125%1 20 20 21'-11" 20'-6" 18'-11" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 1 25'-6" 32'-9" 30'-8" 28'-2" I 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 31'-2"29'-5" 27'-5" 34'-1" 32'-6" ( 30'-3" 1 25 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 29'-8" 27'-11" 25-11" 31'-10" 30'-11" 28_-7'_ 16" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24-9" 23'-1" 29'-9" 28'-2" W-1 1 31'-2" 29-'-1- " O.C. Snow, 30 15 21'-1" 19'-11" 1 8'-6" 25'-1 3 28- 25'-0" 30'-0" 29'-4_ 27'-7' 115%, 40 10 20'-0" 19-3" 18-2" 23'•-10" 22'-10" 21'-7" 26'-9" 26'-0" 24'-6" 28'-7" 28'-2' 27'-1 ' 40 15 19'-9" 18'-8" 17'-5" 23'-4" 22'-2" I 20'4" 25'-5" 24'-11" 23'-6" 27'-2" 26'4" 25'-11" 50 10 18'-6" 17'-9" 16'-11" 22'-1" 21'-2" 20'-1" 24'-5" 24'-1" 22'-10" 26'-1" 25'-9" 25'-3" 50 15 18'-6" 17'-8" 16-6" 21'-5" 21'-0" 19'-8" 23'-5" 23'-0" 22'-4" 25'-0" 24'-7" 24'-0" Non- 20 10 Snow 20 15 22'-10" 21'-7" 21'-6" 20'-0" 20'-3" 18'-9" 27'-1" 25'-8" 25'-7" 24'-1" 23'-9" 22'-3" 30'-10" 29'-1" i 27'-0" 34'-0" 32'-1" 29'-10" 29'-2" 27'-5" 25'-4" 32'-3" 30'-3" 27'-11" 125% 20 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" I25 + 10 25 I 15 21'-8 ; 2U -6- 1 19'-1_ 25'-9„ 24,-4„ 22'-8" 29,-1,. 27'-8„ 25'-9,. 31,-1„ ( 30'-6" 28'-5' 9'-0" 28'-3" 26'-11" 29'-0"- 9' 20'-8" 19'-5_ 18_0., 24'-6" 23'-1" 21'-5" 27'-2" 26'-3" 24'-4" 19.2" 19.2" 9.2 30 10 20'-8" 19'-7" i 18'-3" 24,-7" 23'-3" 1 21'-9" 27'-3" 26'-6" 24-8„ 29,-1„ 28'-7" 27,-4•, Snow, 30 15 19'-10" c 18'-9" 1 17'-5" 23'-6" 22'-3:' l 20'-8" 25'-7" 25'-0" I_23'-6" 27'-5" 7 26'-9" 25•11" 115%I 40 10 18'-10" 18'-1" 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 23'-0" 26'-1" 25'-8" 25'-2" 40 15 18'-6" 17'-6" 164" 21'-3" 20'-10" 19'-5" 23'-2" 22'-9" 22'-1" 24'-9" 24'-4" 23'-8" 50 10 17'-5" 16'-8" 15'-10" 20'-5" 19'-10" 18'-10" 22'-3" 22'-0" 21'-5" 23'-9" 23'-6" 23'-1" 50 15 17'-3" 16'-7" 15'-6" 19'-7" 19'-3" 18'-5" 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" Non- 1 20 i 10 Snow 20 15 21'-1" 19'-11" 18'-6" 20'-0" 18'-9" 17'-4" 25'-1" 23'-9" 23'-8" 22''-4" 22'-0" 20'-7" 28'-6" 27'-0" 26'-11" 25'-5" 25'-_0" 23'-5" 31'-4" 28'-11" I 29'-9" 28'-0"25-11 27'-71_ 125% 20 26 19'-1" 17'-10" I 16'-5" 26'-11" 26'-0" 24'-6" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 25 11 20'-0" 18'-11'_ 17'-8" 23'-10" 22'-6" 21'-0" _ 25'-6" 1 23'-10" 27'-10" 27'"226'-4" i 10_ 1 15 25'-11" 25i-7+ ! 24'_4"- _ 19'-1'_ 18'-0'_ 16'-8"_ 22_ 19'-10" 3" 21'-5" 26'-0" 2 4'-3" 23'-7" 25 30 10 19'-2" f 18'-2" 16'-11" 22'-4" 21'-7" 20'-1" 24_4" 22'-6" 23'-11" 22-11 026'" 25'-7" 24'-11" O.C. L 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 17'-5" 16'-8"15%9" 20'-0" 19'-8" 18'-9" 21'-9" 21'-5" 21'-0" 23'-3" 22'-11" 22'-3" 40 15 16'-9" 16'-2" 15'-1" 19'-0" 18'-7" 18'-0" 20'18" 20'-4" 19'-3" 21'-7" 20'-9" 19'-8" 50 10 16'-1" 15'-5" 14'-8" 18'-3" 18'-0" 17'-5" 19'-6" 19'-0" 18'-5" 19'-10" 19'-5" 18'-9" 50 15 15'-5" 15'-2" 14'-4" 17'-3" 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 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. 0 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Eot C, .:-J -;n S;. I. -06.04'20'° 115% and 125% Load Duration BCI4160s 2.0 Series BCI® 90s 2.0 Series 25/,6" Flange Width 3Y2' Flange Width 1176' BCI° 60s 2.0 14_" BCI° 60s 2.0 16" BCI° 60s 2.0 11%' BCIO 90s 2.0 14" BCI* 90s 2.0 16" BCI° 90s 2.0 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12LiveDead4/12 4/12 , 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or ' to to or to to or to to psfJ (psfJ 1 Less 1 8/12 12/12 Less 8/12 12/12 Less 8/12 12/121 Less ' 8/12 12/12 Less 8/12 12/12 Less 8/12 1,12/12 Non- 1 20 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 33'-11" 42'-11" 40'-6" 37'-7" 39'-0"i36'-10" 34'-2" 44'-3" 41'-9" 38'-9" 49'-0" 46'-3" 42'-11" Snowl 20 1 15 32'-4" 30'-4" 28'-0" 36'-9" 34'-6" 31'-10" 40'-8" 38'-3" 35'-3" 37'-0"' 34'-9" 32'-1" 41'-11" 39'-4" 36'-4" 46'-5" 43'-7" 40'-3" 125% F 20 20 30'40' 28'-10" 26'-6" 35'-1" 32'-10" 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 1 33'-0" 30'-4" 39'41" 37'-5" 34'-5" 44'-3" 41'-5" 38'-1" 25 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'-11" 37'-1"' 35'-0" 32'-7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0"140'-11" 25 15 30'-11" 29'-1" 26'-11" 35'-2" 33'-1" 30'-7" 38'41" 36'-8" 33'-11" 35'.4"; 33-4-130'40" 40'-1" 37'-9" 34'-11" 44'-4" 41'-9" 38'-8" 12"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" i 42'-1" 39'-4" O.C. Snow r 30 [ 15 29'-8" 28'-0" 26_-0" 33'-9" 31'-10" 29'-7" 37'-5" 35'-3" 32'-9" 4--- 34'-0" ; 32'-1" 129'-9" 38'-6"136'-4 "[-3i-q- 33'-9" 40'-3 37'-4" 8"! 442'-8 115%1115%' 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" 40 15 27'-9" 26'-3" 24'-6" 31'-7" 29'-10' 27'-10' 34'-11" 33'-1" 30'-10' 31'-9" 30'-0" 28'-0" 36'-0"' 34'-0" 31'-9" 39'-10" 37'-9" 35'-2" 50 10 26'-1" 25'-0" 23'-9" 29'-8" 28'-6" 27'-0" 32'41" 31'-6" 29'-11" 29'-10" 28'-8" 27'-2" 33'-10" 32'-5" 30'-10' 37'-6" 35'41" 34'-2" 50 15 26'-1" 24'40" 23'-3" 29'-8" 28-4-126'.5"132-41" 31'-4" 29'-3" 29'40" 28'-5" 26'-7"133'-10" 32'-3" 30'-1" 37'-6" 35'-8" 33'-5" Non- 1 20 10 30'41" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'-1" 35'-4" 33'-4" 31'-0" 40'-1" 37'-10' 35'-1" 44'-5" 41'-11" 38'-11" Snow 20 15 29'-3" 27'-6" 25'-5" 33'-4" 31'-3" 28'-10' 36'-11" 34'-8" 32'-0" 33'-6" 31'-6" 29'-1" 37'-11" 35'-8" 32'-11" 42'-0" 39'-6" 36'-6" 125% 20 20 27'41" 26'-2" 24'-1" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'-11"129'-11" 27'-6" 36'-2" 33'-11" 31'-2" 40'-1" 37'-7" 34'-7" 25 10 29.-4" 27'-9" 25'40" 33'-5" 31'-7" 29'-5" 37'-0" 34'41" 32'-7" 33'-7"' 31'-9" 29'-7" 38'-1" 36'-0" 33'-6" 427-2" 39'-107 37--1- 25 15 28'-0" 26'-4" 24'-5" 31'40" 30'-0" 27'-9" 35'-3" 33'-2" 30'-9" 32'-0" 1 30'-2" 27'-11" 36'-3" 34'-2" 31'-8" 40'-2" 37'-10" 35'-1" 16" O.C. 30 , 10 28'_1" 26'-7" 24'-10" 31'-11" 30'-3" 28'-2" 35'-4" 33'-6" 31'-3" 32'-1" 30'-5" 1 28'-4" 4 30 5" " 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" 4 - - 34'-10'632'-11"j 30'-7" 38'-7" 36'-5" 133'_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" 30'-0" 36'-8" 35'-2" 33'-3" 40 15 25'-1" 23'-9" 22'-2" 28'-7" 27'-1" 25'-3" 31'-8" 30'-0" 27'-11" 28'-9" 27'-2" 25'-4" 32'-7" 30'-10'. 28'-9" 36--1" 34'-2" 31'-10" 50 10 23'-7" 22'-8" 21'-6" 26'-10' 25'-9" 24'-6" 29'-9" 28'-7" 27'-1" 27'-0" 25'-11'' 24'-7" 30'-7" 29'-5" 27'-11" 33'-11" 32'-7" 30'-11" 50 15 23.-7" 22'-6'. 21'-0"126'-10' 25 -7. 23'-11" 28'-7" 27'-8" 26'-5„ 27.-0" 25'-9.. 24.-1" 30'-7" 29'-2" 27'-3" 33.41.. 32'-4" 30'-3" Non- 1 20 10 29'-1" 0 - 27'-5" 25'-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29'-1" 37'-8" 35'-6" 33'-0" 41'-8" 39'-4" 36'-7" Snow 20 15 6" 25'-10' 23'-10' 31'-3" 29'-5" 27'-1" 34'-8" 32'-7" 30'-1" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-1" 34'-3" 125% 20 20 26'-3" 24'-7" 22'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 28'-6" 30'-0" 28'-1" 25'-10" 34'-0" 31'-10" 29'-3" 37'-8" 35'-3" 32'-5" 25 10 27'-7" 26'-1" 24'-3" 31'-4" 29'-8" 27'-7" 34'-9" 32'-10' 30'-7" 31'-6",29'-10" 27'-9" 35'-9" 33'-10" 31'-6" 39'-7" 37'-5" 34'-11" 25 15 26'-3" 24'-9" 22'-11" 29'-11" 28'-2" 26'-1" 33'-1" 31'-2" 28'-11" 30'-1" 128'-4" 26'-_3" 37-9-35'-7" 32'-11" 34'-1" 32'-1" 29'-9_" 19.2"' 30 10 26'-4" 25'-0" 23'-4" 29'-4" 30'-1" 28'-7" ' 26'-8" 34'-2"132'-4" 30'-2" 37'-10';35'-10", 33'-6" 30'-0" 28'-5" 26'-6" 33'-2" 31'-5" 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" 25'-4" 32'-9" 30'-11" 28'-8" 29'-10" 36'-3"i 34'-3"131'-10" 115% 40 10 24'-0" 23'-0" 21'-9" 27'-3" 26'-2" 24'-8" 30'-2" 29'-0" 27'-4" 27'-5" 26'-3" 24'-10" 31'-0" 28'-2" 34'-5"' 33'-0" 31'-2" 40 15 23.-7" 22'-4" 20'-10' 26'-10' 25.-5" 23'-8" 28.-1" 27'-0" 25'-7" 26.-11" 25'-6.. 23'-10" 30'-7" 28'-11" 27'-0" 33'-10" 32.-1" 29.41. 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" 21'-11" 23'-9" 23'-0" 21'-11" 25'-4" 24'-2" 22'-7" 28'-8" 27'-5" 25'-7" 29'-8" 28'-8" 27'-5" Non- 20 1 1010_ 26'41" 25'-5" 23'-7" 30'-7" 28'40' 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 1 15 25' 6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-1" 30'-2" 27'-10' 29'-1" 27'-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125%' 20 20 24'-3" 22'-9" 20' 11" 27'-7" 25'-10" 23'-10' 30'-7" 28'-8" 26'-4"127'-9" 26'-0" 23'-11" 31'-5" 29'-6" 27'-1" 34'-10" 32'-8" 30'-1" 25 10 25'-6.. i4'-4 24'-2" 22'-6" 29'-0" 27'-6.. 25.-7•. 32'-2" 30'-5' 28.-4" 29'-2"127.-7.. 25'-9" 33'-1" 31,-4" 29'-2" 36'-8" 34'-8. 32,-4" 25 15 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" 30 10 24'-5" 21'-7" 27'-9" 26'-3" 27'-11" 26'-5" 24'-8" 31'-7" 129'-11' 28'-0" 35'-0" 33'-2" 31'-0" 23'-1" 24'-6" 30'-9" 29'-1" 27'-2" o.c. Snow 30 15 23.-4" 22.-1" 20'-6" 26.-7" 25'-1" 23.-4" 27 -4" 26.-1" 24'-5" 26'-9" 1 25'-3" 1 23'-5" 30'-3"128'-7"] 26.-7.. 33'-7" 31'-8" 29'-5" 115%' 40 10 22'-2" 21'-3" 20'-1" 24'-9" 24A" 22'-10' 24'-9" 24'-1" 23'-1" 25'-4" 24'-4" 23'-0" 28'-8": 27'-7": 26'-1" 30'41" 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" 23'-7" 22'-0" 27'-9" 26'-8" 25'-0" 28'-0" 26'-11" 25'-6" 50 10 20'-6" 19'-8" 18'-9" 20'-8" 20'-2" 19'-6" 20'-8" 20'-2" 19'-6" 23'-5" 22'-6" 21'-5" 25'-7" 24'-11" 24'-1" 25'-9" 25'-2" 24'-4" 50 15 1 19'-0" 18'-4" 17'-6" 19'-0" 1 18'4" 1 17'-6" 1 19'-0" 18'4"1 17'-6" 23'-4" 22'-4" 20'-11"123'-6" 22'-9" 21'-8" 23'-8" 22'-11" 21'40" WM, Eot C, .:-J -;n S;. I. -06.04'20'° Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 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. Bois: C,)nnde EV.? • c%.Stem Sp._:rt G.du • 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 CALCO software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/z" For steeper slopes, see pages 15-18. per foot or less. BCI® 4500s 1.8 Series 13/4" Flange Width 91/2' BCI® 4500s 1.8 11 Ye" BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Length Snow 115% Non- Snow 125%), U240 Snow 115% Non- Snow 125% U240 Non- Snow Snow 115% 125% U240 Snow 115% Non - Snow 125% U240 6 315 343 338 367 t - 353 383 356 1 387 7 270_ 236 294 257 --- 289 315 - 302 _329 264 - - - 287 - _ 305 332 8 253 275 - 267 290 9 210 189 228 205_ 225 245 ' - 235 255 211 230 237 258 10 202 220 - 214 232 11 172 147 187 160- y- -- -- 184 200 - 192_ 209 176_ J 191--+----- 194 211 12 169 183 - 178 193 i - 13 125 108 136 118 107 156 169 - 162 177 151 164 164 179 14 139 151 - 152 166 15 94 83-- 102 90- 88 73 121 131 - 141 153 126 -- -137 - 142 155 16 106 115 - 133 145 17 73_ 65 80 67 -- 61 51 94 102 - 111 121 99 --- 108 -_ 125 136 18 84 91 - 113 123 19 58 49 58 49 44 38 75 82 73 89 97---- - 80 87 102 111 20 68 74 63 92 100 21 43 43 33 61 67 54 73 79 66 --_- 72 ---- 83 90 22 56 I 61 47 76 i 82 I - 23 51 54 42 61 66 _ 56_ --- - - 60--_ 51 56 47 - - - 51 54 48 _ 42 69 75 24 47 48 37 64 69 25 43 43 32 59 64 26 54 59 27 44 ---- 48 41 - ---44 38 34 50 54 28 47 51 i 46 29 30 I 43 47 41 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. Bois: C,)nnde EV.? • c%.Stem Sp._:rt G.du • 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 CALCO software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. FIN Roof Load Tables _ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Bo Cascade EVod • tas,an Specit _• G,.de • 08f04/20'!> 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 31/2' For steeper slopes, see pages 15-18. per foot or less. BCI® 5000s 1.8 Series 2" Flange Width 91/2' BCI® 5000s 1.8 11 W BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Length Snow 115% Non -Snow 125% U240 Snow Non -Snow I 115% 125% I U240 Snow 115% Non -Snow 125% U240 6 315 270 236 210 189 34_3 294--------- 257 - !_ - 228 205-- ------ 338 367 - 353 383 7 289 t 315 - 302 264 -_-_- 235_ 211 -----230_-_-_ 192 - 176 162 15_1 -------16_4 141 -- ---_-- 13_2 12_4 - - 114 - ----- 103 -- 93 84 --- 76 --- 70 --- 64 59 55_ 51 47 329_- J--- 287_ --- _- 255 - 209 - 191 ------ 177- -------- 15_3 _-___--- _-_--_--__- 143 13_5 ---- 124-------- 112- -- 1_12 101 91 - - 83 - ---- 76 -- ------ 70 - ---- 64 59 55 50 68 - 60 54 48 43 38 8 253 275 - 9 225 245 - 10 202 220 - 11 172 - 187 - 157 ---- 171 ------ 145 _-_--1_58------ 125 136------120 _ 109 -----118-------98 184 200 - 12 169 183 - 13 156 169 - 14 144 ! 157 - 15 135 147 - 122 i 133 - 16 95 1_04_ 81 85 89 - T-- 68--- 75 --- 76 --- 58 -- 49 ---- 65 --6.5 - --65- - ----- 56 42 17 108 118 - 18 96 105 - 19 87 94 82 20 78 85 71 21 5_6 48 48---- 37 42 - - - 42 - - -- 32-- - 71 1 77 61 22 64 70 54 23 59 I 62 47 24 54 54 41 25 48 I 48 37 26 43 43 33 27 28 Bo Cascade EVod • tas,an Specit _• G,.de • 08f04/20'!> Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 21• 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. Dov;, Ca =r:d_ t:`.'' • cs'i -n SF'. -'t • C-:!- • 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 1/4 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 CALCO software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 31/2' For steeper slopes, see pages 15-18. per foot or less. BCI416000s 1.8 Series 25/ 16" Flange Width 9Y2' BCI® 60006 1.8 11'/e' BCI® 600061.8 14" BCI® 60006 1.8 16" BCI® 6000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Length Snow 115% Non- Snow 1250/6 L/240 Non- Snow Snow 115% 125% L/240 Non- Snow Snow 115% 125% L/240 Snow 115% Non - Snow 1250/0 L/240 6 360 309 270 240 216 196 180 166 145 126 111 9_8 86 - 74 63 55 - 48 42 392- 336 294 261 235 213 196 180 158 137 121 101 86 74 63 55 48 42 1_35 _ 111 92 78 - 66 - 56 48 42 - 36 32 375408 - 390 _ 424 334 364 293_--- 318 260 283 234 - _254 213_ 231 195 212 180 _ 196 167 182 156 169 146 - -- 159 137 - - 149 130 - - 141 120 130 108 117 98 -- 107 89 - 97 82 - 89 75 81 69 - - 75 64 - 69 59 63 55 57 88 78 68 61_- 54 48 44 398 341 432 3717Ti- 32 2_ 350 - 8 281 306 -- - 250 272 - 298 324 9 265_ 288 23_8 - 259 217 236 199 ---216 183 ;_ 199 170 185 159 173 149 - 162 140 132 -- 144 125 136 119 _ 129 112 122 102-- 111 93 101-- 86--- 93 79- -86 7_3 - - --7-97 79r- 27 67 73 63 68 65 58 10 225_ 245 11 _ 12 204222 - 187 J 204! - 13 14 173 188 _ - 1_61 175_ _ - 150 163_ - 15 16 140 1_53 ---- 126 - ---137----- 112 122 108 17 18 19 20 21 101 110 92 91 99_ 80 83 _ _90 69 - 75 79 T 60 69 - 70---_53 61- - i 47 22 23 24 25 61----- 54_ 54_- _ 42- - 49 49 37 43 43 33 26 27 28 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. Dov;, Ca =r:d_ t:`.'' • cs'i -n SF'. -'t • C-:!- • 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 1/4 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 CALCO software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) OMS". evv- - COV"n : p•: cc G' k. me - vaw41tu a 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/i' For steeper slopes, see pages 15-18. per foot or less. BCI® 6500s 1.8 Series 29/ 16" Flange Width 9Y2" BCI® 6500s 1.8 11'/6" BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load Deflect. Total Load I Deflect. Total Load Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125% L/240 Snow 115% Non- Snow 125% U240 Non- Snow Snow 115% 1250/. U240 Snow 115% Non - Snow 1250/9 U240 6 360 392 375 408 390 1 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294 i 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 i - 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 15_6 169 146 159 137 149 159 173 16 123 132 101 140 153 - 132 144 - 149 162 140 1521710911185 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 90 74 95 103 25 60 60 45 83 76_ 83 66_ 87 95 26 53 53 40 71__ 77 81 88 79 27 47 47 36 65 69 59 _+ 53 75 81 71 28 43 43 32 61 62 47 69 76 63 29 4-3--- 65 70 57 30 5_6 --56 51 r 60 66 52 31 51 46 46 39 35_ 57 62 47 32 42 42 32_ _ 53 56 43 33 50 51 39 34 47 47 36 35 43 43 33 OMS". evv- - COV"n : p•: cc G' k. me - vaw41tu a Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 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. dose Ca^ -c A, • : r:'wr a:' ::.t • • - ('' 64'20' 1 Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. 115% and 125% Load Duration Use of these tables should be. limited to roof slopes of 3'/i' For steeper slopes, see pages 15-18. per foot or less. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 31/2' Flange Width 11'/a' BCI® 60s 2.0 14" BCI®60s 2.0 16" BCI®60s 2.0 117/6' BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI4190s 2.0 Span Length 6 Total Load Non- Snow Snow . o 0U24n0 413 449413 — 354 _385 309 336 275 299 247 269 225 245 206 224 190_ _ 207 177_ _192__ 165 179 154 168 145 158 137 149_ 130_ 141 123 134 118_ 121 106 106 93 93 82- 82 73 73 65 _ 65 58 58 52 - _52 47 47 4.3 43 Deflect, 123 106 92 81 71 63 56_107 50 44 40 36 32 Total Snow 413 354 309 275 247 225 206 190 177 165 154 145 - 137 130 123 11_8 112 107 103 94 85 76 69 62. 56 51 47 43 Load DeflecL Non- Snow o 449 - 385 _ - 336 - 299 - 269 - 245 - 224 - 207 - 192 _- 179 - 168 - 158 - - 149 _ - 141 _ 134 - 128 - 122 --_-- 117 103 112 91 9_4 72 85 65 - 76 58 69 52_ _ 62. 47 56 43 51 39 47 36 43 33 Total Snow 0 413 354 309 275 247 225 206 190 -190 177 165 154 145 137 130 123 11_8 112 107 103 95 91 88 85 82 76 69 63 58 53 Load Non- Snow 0 449 385 336 299 269 245 224 207 192 179 168 158 149 141 134 128 122 117 112 103 99 96 92 84 76 69 63 58 53 D fl -,4 87 78 71 64 58_ 53 48 44 41 Total Loa Non- Snow Snow 0 0 507 551 434 472 380 413 338 367 304 330 ; 276 300 253 _275 234 ' _2_54 217 0236 202 ' 220 190 • 206 178 194 ; 169_ 183_; 160 174 152 16_5 1_44 157 138 150 132 l 136 120 120 1 96 96 86 86 77 77 70 ; 70 ' 63 _63 57 _ 57 , 52 52 48 48 44 - 44 40 ' 40 ' Me& MAnr43-7 555 476 416 370 1_34 118 104 92 82 73 65 59 53 48 44 40 36 33 31 Total Load Defied Non- Snow Snow 0 Total Load Deflect- Non - Snow Snow 0 0 514 559 - 441 4798385 ' 41993_43} 372 - 308 1335 - 280 , 305 . - 257 279 - 237 258 - 220 1"2-3-9 205 223 - 192 +- 209 181 1197 171 18-6 - -- - 162 , 176 - 154 ' 167 - - 147 1 159 - 140- 134 ' 145 - 128 139 123- x_134 - 118 ' 12_9 114 :124 - 110 ' 119 - 1_06 ; 115 _102 1.02 , 111 + _ 93 99 ; 10885 96_ 101 77 92 I 92 * 71 85 85 . 65 78 59 7 i - 306 333 278 302 ' - 10 11 12 255 277 I -_ 235 256 218238 I - 13 14 15 204 222 191 + 208 ' - 180_ 1 196 ---- 170 t 18-5 - 16 17 18 19 j 175 , - 20 161 153 166 - 145 158 - 21 22 139 i 151 _- 133 + 144i - _ 127 138 1 - 23 24 25 122 ; 133 ' 117 26 117 1128104_ 113 12_3 94 109 110 1 84 1_00 ! 100 1 76 91 _ 91 ! -69 82 r 82 ' 63 27 28 29 30 31 32 75 75 57 6_9 1 69 , 52- 63 i _ 63 48 587 58 44_i78 34 35 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. dose Ca^ -c A, • : r:'wr a:' ::.t • • - ('' 64'20' 1 Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BC111 Design Properties BCI® Joist Series Depth inches] Weight plf) Moment ft -lbs] EI x 10 e Ib -in'] K x 10 e Ibs] Shear lbs] End Reaction [lbs] Intermediate Reaction [lbs] _ 3'/:" Bearing 5/ Bearing No WSJ') WSM No WSM WSM 1'/:" Bearing 3'/:" Bearing No WSP) WSM No WSJ') WSo) 4500s 1.8 9'/: 11% 2.1 2.4 2.7-- 236_0_ 3_025_ 3585 4090 155 260 5 6 _ 8--- 9 1475 950 950 950 1125 1425 1525 1625 1125 1275 2100 2350 2525 2750 1625 1425 1475 1450 1725 2250 2850 2525 3000 2350 3050 2525 3200143801825 16 3.0 515 1975 1475 1975 2400 3200 2525 3350 5000s 1.8 9'/2 11'/. 2.3 2.6_ 272_5 _ 3485 4130 4715 175 5 _ 6 1475 950 1125 1425 1525 1625 1125 1275 2100 2350 2525 2750 295 1625 1825 950 95_0_ 950 1425 1475 1475 1725 2250 2850 2525. 3000 2350 3050 2525 3200142.9 Ti 430 8_ 916580 1975 1500 1975 2400 3200 i 2525 3350 6000s 1.8 9'/: 11'/. 14 2.5 2.8 3.1 _ 3.3 316_5_ 200 5 6 _ 8_ 9 1575 1175 1175_ 1175_ 1175 1375 1_425 1525_ 1625 1375 1425 2400 2650 2700 2750 335 1675 1425 1475 2500 2850 2900 30004060 4815 5495 490 1925 1525 1725 2600_ 3150 2925 3200 16 660 2175 1550 1975 2650 3350 2950 3350 6500s 1.8 9'/2 2_.7_ 3.0 3.3 3.5 3505 4495 5330 6085 220 5 7 8 9 1575 1175_ 1175_ 1175 1175 1_375 1425 1525 1625 1375 1425 2400 2650 2700 2750 11% 365 1675 1425 1475 2500 2850 2900 3000 14 16 535 720 1925 1525 1725 2600 3150 2925 3200 2175 1550 1975 2650 3350 2950 3350 600 2.0 11% 3.2 3.5 3.8 6235 7_440_ 8520 450 660 7 8 __ 9 1675 1175 1425 1525 1625 1425 1475 2750 2850 3200 3250 14 1925 2175 1175 1175 1525 1725 2750 3450 3200 3650 16 895 1550 1975 2750 3650 3200 3750 90s 2.0 11% 4.3_ 4.6 4.9 9550 11390 13050 675 7 82350 9 2150 1425_ 1450_ 1475 1850 1950. 2150 1800 1950 3375 3700 i 4000 4350 14 16 980 1330 1850 2150 3400 ^3850 4100 4450 2550 1900 2350 3425 4000 4200 4650 NOTES: 1) No web stiffeners required. 2) Web stiffeners required. Moment, shear and reaction values based upon a load duration of 100% and may be adjusted for other load durations. Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) 0 = 5W1' W12 384 EI + K 0 = deflection [in] w = uniform load [Ib/in] I = clear span [in] EI = bending stiffness [Ib -int] K = shear deformation coefficient [lb] BCI® Closest Allowable Nail Spacing Nailing Perpendicular to Glue Lines (Wide Face) Nailing Parallel to Glue Lines Narrow Face) Nail Size All BCI® Joists Nailing Perpendicular to Glue Line Wide Face Nailing Parallel to Glue Line Narrow Face O.C. Spacing inches End of Joist inches O.C. Spacing End of Joist inches inches 8d Box (0.113'e x 2.5') 8d Common 0.131'0 x 2.5' 10d & 12d Box 0.128'0 x 3', 3.25' 16d Box _ _ (Q135*o L3_5) 10d & 12d Common & 16d Sinker (0.148'o x_3', 3.25'_ 16d Common 0.162'0 x 3.5' 2 2 2 1% 1'/7 1_'/a _ 2 2 4 i 1'/2 4 3 4 3 4 3 3 3 6 4 6 4 RCI® f)ianhranm Tahle (1) BCI Series Diaphra m Capacity a) (3) [Ib/ft] Unblocked Blocked 4500s, 5000s As permitted for 2x framing 320 lb/ft for 6" o.c. nailing @ panel edges 425 Ib/ft for 4" o.c. nailing, staggered, @ panel edgesinbuildingcode 6000s, 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 edgesinbuildingcode 60s, 90s As permitted for 3x framing As permitted for 3x framing in building code with nail in building code spacing no closer than 3" o.c. NOTES: If more than one row of nails is used, the rows must be offset at least inch. Simpson Strong -Tie A35 connectors may be attached to the side of BCI° 60s & 90s joist flanges only. Use nails as specified by Simpson Strong -Tie; do not attach connectors on both sides of a flange at the same location. 1) See table 6 of ICC ESR 1336. 2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2306.3.1 of the IBC or Table 23 -II -H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Po-, C jsc:do c'R' • _ : o,n SI'" -M, G, .de • C8 M20'55 Boise Cascade Rimboard_ Boise Cascade Rimboard Product Profiles 77 91/i' 117/8" 14" 16" 1 ", 11/8" lot 15/16" 1 %11 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. 0 Perpendicular I'Y/i. Parallel 0 %-dlathrough bolrs(ASTMA307Grades AM. SAE Allowable Design Values Exterior Wall Sheathing J429 Gradea 1 or 2 or higher with washers and nuts) See chart for vertical load capacity. See chart for vertical load capacity. Max. "/W thickness or u' dl las screws (full penetration). stoWred BCM/Ahs• hoist MIR connection for 40/10 lost deck loading: Perpendicular or Deck Joist Length Connection Compression parallel to rim 12'-0' d less 2 rows W bolt or tag screw, Maximum Floor Diaphragm 24' o c 300 eg mag) Modulus of Horizontal 12••1' —111•-0' 2 rows W bolt or tag Screw. Uniform Point 16' o.c. (450 pM mag) Flexural Stress Elasticity Note: ProductI For snow bads greater than 40 lost, and/or dead bads greater lb/ft y9 e than 10 pst size connection per max pg vah,es shown above. Ib/in2 Ib/in' q%a Treated Ledger. 1" BC RIM BOARD* 42t Yr Use only fasteners (hot aro appoved for use 180 s wlm conesoondmg wood Irootmont. BOISE CASCADE* Rimboard V BC RIM BOARD° OSB a) Notes: Design of moisture control by others (only structural components shown above). We' BC RIM BOARD* OSB m 4400 For information on deck lateral load connections to meet the 200912012 IRC. contact Boise 180 Cascade EWP Engineering. Min. 8d nails at 6" D.C. per IRC. Min. 8d nails at 6" D.C. per IRC. For use of proprietary screws to attach ledger, oonsull screw manufacturer literature. Connection per design professional of Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescriptive record's specification for shear transfer. record's specification for shear transfer. Residential Wood Deck Constructyon Guide. Boise Cascade Rimboard Properties Noise Ca .e ide EINP • Eastern Spccd - 08 04120'S Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain ProductI Ib lb/ft Ib/in Ib/in2 Ib/in' Ibin 1" BC RIM BOARD* 42t 3300 I 3500 180 Limited span capabilities, see note 2 V BC RIM BOARD° OSB a) We' BC RIM BOARD* OSB m 4400 3500 180 Limited span capabilities, see note 2 15he" VERSA -LAM* 1.4 1800 (t) 6000 I 4450 Permitted per building code for all nominal 2' thick framing floor diaphragms 1800 1,400,000 225 525 1%" VERSA -LAM* 2.0 3100 (t) 5700 I 4300 permitted per building code for all nominal 2" thick framing Boor diaphragms 3100 2,000,000 285 750 NotesProduct Closest Allowable Nail Spacing - 1. See ICC ESR 1040 for further 1" BC RIM BOARD* (2) 1%s' BC RIM tsps' VERSA -LAM 1%" VERSA -LAM* Narrow Face [in] product information. 1" BC RIM BOARD* OSB (') BOARD* OSB (') 1.418000) 2.031000) 2. See Performance Rated 8d Box (0.113'0 x 2.5') 3 3 3 3 Rim Boards, APA EWS 3 3 3 38dCommon (0.131'0 x 2.5') W345K for further product 10d & 12d Box (0.128'0 x 3', 3.2_5') information. 3 3 16d Box (0.135'0 x 3.5') See publication in note 2 for 3 3 4 4 1t)d & 12d Commoli 8r further nailing information. 164 Sinker_ _(0.148'0 x 3', 3.25') 6 616dCommon (0.162'e x 3.5") Noise Ca .e ide EINP • Eastern Spccd - 08 04120'S A6 VERSA -LAM® Products An Introduction to VERSA -LAM® Products When you specify VERSA -LAM® laminated veneer headers/beams, you are building quality into your design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSA -LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSA -LAM® --Beam Architectural Specifications_ -- - Scope: This work includes the complete furnishing and installation of all VERSA- LAMe 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. Allowable --Holes in VERSA -LAM -0 Beams_ - - ---- See Note 3 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 51/F W. 7'/4" V 9W and greater 2" 3/3 Depth 3 Depth 1/3 Span '/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. eoi ,e Cascada EWd • Eas!em SpeO w Goode • 08,04120 1 b VERSA -LAM® Beam Details 27 Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Top -Loaded ' •• • For top -loaded beams and beams with side loads with less than those shown: Provide moisture barrier and I=rerestraint bearing. rh" air space required Strap per code I1 top plate is not continuous over header. Verify hKcapacityathanger manufaVERSk- 2 rows 16d 3 rows 16d 2 rows ® 2 rows @ 2 rows 2 rows (81 2 rows @ 2 rows 01 Sinkers ® Sinkers 24" o.c. 12" o.c. ® 6" o.c 24" o.c. 12" o.c. ®6" o.c. between 12" o.c. 12" o.c. sta ered staggered sta Bred sta eyed sta ered sta Bred 400 pit AM* 2 470 705 505 1010 1 2020 1 560 1 1120 1 2245 concrete 350 525 375 755 1515 1 420 1 840 1 1685 40) column Pperd @ 12' o.c. 3%" VERSA -LAM* and wood. use bolt schedule 855 1 1715 1 N/A 1 1125 1 2250 1 N/A Depth = 24" 4 rows 16d box/sinker nails @ 12' o.c. 1W VERSA -LAM- (Depths of 24") n connector Nailed m %" Die. Through 800) 1 Y: Dia. Through BoW) of 3 rows 16d 4 rows 16d 3 rows @ 3 rows @ 3 rows ® 3 rows @ 3 rows @ 3 rows (81 Members Sinkers ® Sinkers ® 24" o.c. 8" 18" o.c. 6" 12" o.c. 4" 24" o.c. B" 18" o.c 6" 12" o.c. 4" sign 12" o c. 12" o.c. staggered staggered staggered staggered staggered staggered 2 1®Trimmers 10ord 525 705 565 755 1135 630 840 1260 sional Slope seat cut Bevel cut Beam to oonrrete/masonry walls Bearing framing into wall 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 NOT bevel cut VERSA -LAM* beyond Inside face of wall without approval from Blocking not shown for clarity. Boise Cascade EWP Engineering Moisture barrier between concrete and woodorBCCALC* software analysis. VERSA -LAM' Installation Notes Minimum of W air space between beam and wall pocket or adequate bamer must be VERSA -LAM* beams are intended for interior applications only and should be kept as dry provided between beam and concrete/masonry. as possible during construction. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in Continuous lateral support of top of beam shall be provided (side or top bearing framing). your region's Specifier Guide. Multiple Member Connectors - - - - -- 1. Design values app lryy to c mon bolts that cont Mn fo AN I/ASME standard BIB.Z1.1981 (ASTM A307 Grades AdB, SAE J429 Grades 1 L2, or higher) A washer not less than 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 4 bolts and 21W for %' bolts. Bolt holes shall be the same diameter as the bolt 2. The nail schedules shown appy to both sides of a 3 -member beam. 3. 16d box nails = 0.135' diameter x 3.5' length, 16d sinker nails = 0148' diameter x 3.25' length 4 7' wide beams must be top -loaded or loaded from both sideslesser side shall be no less than 5% of opposite side) and by 25% for non -snow bad rods 7. Connection values are based upon Side -Loaded Applications Top -Loaded ' •• • For top -loaded beams and beams with side loads with less than those shown: Maximum Uniform Side Load [pit) Depth Nailed m %" Dia. Through Bolt m Y." Dla. Throu h 8 IM1 Number 2 rows 16d 3 rows 16d 2 rows ® 2 rows @ 2 rows 2 rows (81 2 rows @ 2 rows 01 Sinkers ® Sinkers 24" o.c. 12" o.c. ® 6" o.c 24" o.c. 12" o.c. ®6" o.c. Members 12" o.c. 12" o.c. sta ered staggered sta Bred sta eyed sta ered sta Bred 400 pit 1%" VERSA -LAM* (Depths of 18" and less) 2 470 705 505 1010 1 2020 1 560 1 1120 1 2245 3m 350 525 375 755 1515 1 420 1 840 1 1685 40) use bolt schedule 335 670 1345 1 370 1 745 1495 @ 12' o.c. 3%" VERSA -LAM* 20r use bolt schedule 855 1 1715 1 N/A 1 1125 1 2250 1 N/A Depth = 24" 4 rows 16d box/sinker nails @ 12' o.c. 1W VERSA -LAM- (Depths of 24") Number Nailed m %" Die. Through 800) 1 Y: Dia. Through BoW) of 3 rows 16d 4 rows 16d 3 rows @ 3 rows @ 3 rows ® 3 rows @ 3 rows @ 3 rows (81 Members Sinkers ® Sinkers ® 24" o.c. 8" 18" o.c. 6" 12" o.c. 4" 24" o.c. B" 18" o.c 6" 12" o.c. 4" 05 plf 12" o c. 12" o.c. staggered staggered staggered staggered staggered staggered 2 705 940 755 1010 1515 840 1120 1685 3 a1 525 705 565 755 1135 630 840 1260 4 a1 use bolt schedule 505 670 1010 560 745 1120 1. Design values app lryy to c mon bolts that cont Mn fo AN I/ASME standard BIB.Z1.1981 (ASTM A307 Grades AdB, SAE J429 Grades 1 L2, or higher) A washer not less than 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 4 bolts and 21W for %' bolts. Bolt holes shall be the same diameter as the bolt 2. The nail schedules shown appy to both sides of a 3 -member beam. 3. 16d box nails = 0.135' diameter x 3.5' length, 16d sinker nails = 0148' diameter x 3.25' length 4 7' wide beams must be top -loaded or loaded from both sideslesser side shall be no less than 5% of opposite side) 1 The nail schedules shown appy to and by 25% for non -snow bad rods 7. Connection values are based upon both sides of a 3 -member beam. Top -Loaded ' •• • For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing to e. Fastenklaster TrussLok, Simpson Maximum Uniform Load From One Side 2)1'/•" plies Depths 11%" 8 less 2 rows 16d box/sinker nails Q 12' o.c. 400 pit 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 pff 3) 1'/: " plies m Depths 11%: & less 2 rows 16d box/sinker nails @ 12' o.c. 300 pit Depths 4'- 18' 3 rows 16d box/sinker nails @ 12" o.c. 450 plf Depth = 24" 4 rows 16d box/sinker nails @ 12' o.c. 600 pit Depths 18' b less 2 rows W bolts @ 24' o.c., staggered 335 pit Depth = 24' 3 rows W bolts @ 24'o c., staggered eve 8" 05 plf 2) 3%r" plies Depths 18" d less 2 rows W bolls @ 24" o.c., staggered 855 plf Depth 20" - 24' 3 rows %" bolts @ 24' o.c., staggered eve 8" 1285 pit 1 The nail schedules shown appy to and by 25% for non -snow bad rods 7. Connection values are based upon both sides of a 3 -member beam. where the budding code alm. the 2012 NDS. 2. 16d box nails = 0.135' diameter x 5. Use allowable bad tables or BC e. Fastenklaster TrussLok, Simpson 3 5' length, I? sinker nails = 0148' CALC• software to size beams. Strong Tle SDW or SDS, and USP diameter x 3.25' length 3. Beams wider than 7' must be 6 An equivalent specific gravity of 0 5 may be used when designing 1VS screws may also be used to connect MURlpls member VERSA - designed by the engineer of record. specific conn bons wrath VERSA LAM' beams contact Boise Cascade 501 Engineering for4, qg vapors b g thyme ropy be increased by 15% for snow -bad rods LAM. further Information. Bats, Cssc3•It elAY • Evs:c:rn Sf-: G..id_ - C"'C4 20'. 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 hull 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". _ Hangers not shown for clarity 18' Find- A multiple 1'/." ply VERSA -LAM" 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 -LAMS 2 0 3100 1W x 14" is found to adequately support the design loads 3. Calculate the maximum pit load from one side the right side in this case). Max. Side Load = (18'12) 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 Q 12" o.c. 525 plf Is greater than 450 plf OK Bolts: '/:" diameter 2 rows @ 12" staggered. 755 pit Is greater than 450 pit OK VERSA -LAMS Floor Load Tables VERSA -LAM® 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load (PI9 KEY TO TABLE Middle Figure Allowable Live Load [plfj Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Total Load values are limited by shear, moment or deflection equal to L/240. 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 Whits that may appy 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 appplIications. Span is measured center to center of the supports Analyze multiple span beams with the 9C CALC'software it the length of any span is less than hall the length of an adjacent span. Table values assume that lateral support is provided at each support and conlinuousy 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-:9, 3 -ply or 4 -ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load ues. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCO software. c:o.. C sc.d_ '.: - t.: e,n p.•a 1, - 0d 04!20'0 1'/: VERSA -LAM* 2.0 3100 Double Ply 1'/." VERSA•LAM• 2.0 3100 or Triple Ply Y/f VERSA -LAM' 2.0 3100 or Ouadruple Py 1'/." VERSA -LAM• 2.0 3100 orSpan3%.' VERSA -LAM 2.0 3100 5/: VERSA•LAM 2.0 3100 7" VERSA -LAM 2.0 3100 fl) 71." 1 9%i' 11'/i' 14" 71/.' 1 9'Y." I 11'/i' 14" 16" 1 18" 1 24" 1 9'Y."11'/r" 1 14" 16" 1 18" 1 20" 1 24" 11'/i' 14" 16" 18" 1 20" 1 24" 763 1 1063 1420 1795_ 1525 2126 2849 3590 4387 5232_L5226 3189 4273 5384 6580 7848 7645 7838 5697 7179 8773 10463 10459 10451 6 762 1525 1.814.4 2.4/6.1 3.3/8.24.1/10. 1.814.4 2.4/6.1 3.3/8.24.1/10.35/12.6 6/15 6115 2.4/6.1 3.3/8.24.1/10.35/12.6 6/15 6115 6/15 3.3/8.24.1/10.35/12.6 6/15 6/15 6/15 479 746 979 1207 957 : 1492 1957 1 2414 ' 2886 ' 3402 ' 3913 2936 3622 ' 4328 5103 5876 5870 3914 4829 ' S771 ! 6803 1 7834 7826 8 322 I 724 + - - 643 1447 i - _ - 37t2 -.3/5Y 2237 2171- 1 1.5/ 3/7.5 i3.719.3 1.5/3.72.3/5.7 3/7.5 3.7/9.34.4/11.1 5.2/131 6/15 2.3/5.71 317.5 3719.3}4.4111.1 5.2/13. 6115: 6/15 317.5 !3.7/9.34.4/11.1 5.2113. 6/15. 6115 243 551 745 909 487 1102 1489 1817 2148 2502 1 3126 1653 2234 2726 3222 3753 4322 4688 2978 1 3635 1 42% WW 5763 6251 10 165 370 724 329 741 14471111 1 2171 - 2894 1.5/3 2.115.312.9/7.113.518.7 1.5/3 12.1/5.312.9/7.113.5/8.7,4.1/10.3 4.8/12 6/15 2.115.3!2.9/7.113.5/8.7,4.1/10.3 4.8/12 5.5/13.8 6/15 2.9/7.1 3.5/8.7 4.1/10.3 4.8/12 5.5/13.8 6/15 182 413 1 665 , 808 364 825 1330 1 1617 1904 2209 12839 1238 1995 2425 1 28% 3313 ' 3800 4259 32333607 4417 5067 5679 11 124 1 278 544- 247 557 1087 835 1631 2659 2175-' 1.5/3 .7/4.4; 2.8/7 13.4/6.5 1.5/3 1.714.4; 2.817 .3.4/8.5.4/10.1 ;4.7/11.7, 6/15 1.7/4.4; 2.8/7 13.418.514/10.1,4.7/11.7,5.4/13.4 6115 2.817 13.418.5!4/10.1'4.7/11,7.5.4/13.4 6/15 139 317 585 728 279 634 1170 1456 1709 1977 1 2601 950 1755 2184 2564 2965 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 686 191 429 1 837 1372 - 643 1256 2058 - 1675 2745 1.5/3 11.513.712.7/6.813.4/8.4 1,5/3 11.5/3.712.7/6.813.4/8.413.9/9.9:4.6/11.4 6/15 1.5/3.7 2.7/6.8 3.418.413.9/9.9.4.6/11.4 52/13 6115 2.7/6.8 3.418.413.9/9.9!4.6/11.4 5.2/13 6/15 109_ 248 ,_488 662_ 217_ 496 976 , 1324 ' 1550 ; 1789 ' 2399 744 1464 1986 2326 2683 3059 3598 1952 2647 ' 3101 ;_3577 4.078 4797 13 75169 3291540 150 337 659 1 1079 -_ i - 506 988 _16191-_---_-i 1317 ' 2159 1.5/31.5/3.12.4/6.1;3.3/8.3 1.513 ;1.5/31.2.4/6.1'3.3/8313.9/9.74.5/11.2 6/15 1.5/3.1:2.4/6.1.3.31&3,3.919.111.2&1/12.7,75 6/15 2.4/6.1 3.3' /833.8/9.74.5/11.25.1112.7 6/15 86 1 198 1 390 1 585 173 395 779 1171 1418 1633 2226 593 1169 1756 2128 2449 2786 3338 15W 2342 28,77 3265 3715 4451 14 60 135 264 432 120 270 527 864 1290 - - 405 791 1296 1935 1055 1728 25W - - - 1.5/3 1.5/3 12.1/5.3 3.2/7.9 1.513 1.513 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 6/15 1.5/3 i2.115.313.217.913.8/9.6, 4.4/11 5/12.5, 6/15 2.1/5.313.2/7.913.8/9-6 4.4/11 5/12.5 6115 70 160 316 509 139 : 320 ' 631 1018 1 1307 1 1502 ' 2076 947 1527 1960 ! 2253 25W ' 3113 1262 1 2036 2614 3003 3410_ 4151 15 49 110_ 214 3b_1 9B 220429 703 10491 149-31 - -_ - -- 479 329 i 643 1 1054 11573 t 2240 I 858 1405 2098 2987987 __- 1.5/3 1.5/31.8/4.6'2.9/7.4 1.5/3. 1.5/31.8/4.612.9/7.4 3.8/9.54.3/10.9 6/15 1.5/3 1.8/4.6 2.9/7.4 3.8/9.5'4.3/10.94.9/12.3 6/15 1.8/4.6'2.9/7.4'3.8/9.54.3110.94.9/12.3 6115 57 1 131 1 259 1 427 113 262 518 854 1151 1 1390 1944 393 777 1 1281 1727 1 2085 2364 2917 1036 1708 2303 2780 3151 3889 16 40 90 177 289 80 181 353 579 864 1230 271 530 868 1296 1846 707 1158 1728 2461 - 1.5/3 1.5/3 1.614 2.6/6.6 1.513 15/3 , 1.6/4 2.6/6.6 3.6/8.9 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 4.3/10.74,9/12.2 6/15 17 108 215 1 355 75 147 1 241 93 217 430 710 1 1018 1274 1826_ 67151 ' 295 483 720_ 1026 325 645 1065 1527 1 1911 2196 ! 2739 2_26_ 442 t 724 1081 1539_' I 86_0 1420 203_62547 . 2929 3652 589 965 + 14_41 2052 ' 28_14 3.318.44.2/10.5 2111 054.81121.5/3 15/36 2.3/5.9 1,513x1.5/311.5/3.6 2.315. 6/15 1.5/3 11.612.3/5.9,33/8.4'4.2/10.54.6/121 /6 15 1.5/3.6 2.315.9, /8.44.2 1/ 6115 90 180 298 77 181 360 596 894 1134 1701 271 540 894 1341 1701 2051 2552 720 1191 1768 2268 2735 3402 18 64 124 203 56 127 248 407 607 864 191 372 610 910 1296 1778 496 813 1214 1728 2371 1.5/3 11.5/3.212.1/5.2 1.5/3 1.5/3 1.5/3.2 2.1/5.2 3.1/7.8; 4/9.9 5.9/14. 1.5/3 1.5/3.2 2.1/5.2 3.1/7.8 419.9 4.8/11.95.9/14. 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 4.8/11.95.9/14. 7 6 152 252 6_5 152 II 304 504 758 i 1016 11592y- - -+- 229_ 457 ' 757 1137 1 1524 1863_ 1 2388 609 1009 1 1516 2032 2484 3184 19 II 54_ 105-173 t-+- 48 108 211 I 346 516 1 735 _- 162 1 316 519 774 1 1102 1_512 422 691_ 1032_ 1470 12016 _-__ T1.5/3 1.5/3 19/4.7 1.5/3 1 1.5/3 1.5/3'1.9/4.7 2.8/7 3.719.45.8/14. 1.5/3 :1.5/3 1.9/4.7 2.8/7 '3.7/9.414.6/11.45.8/14. 1.5/3 ;1.9/4.7 2.8/7 '3.7/9.4'4.6/11.45.8/14. 65 130 215 129 259 430 647 915 1496 194 389 646 971 1373 1678 2243 19 861 1295 1830 2237 2991 20 46 90 148 f4l/ 3 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987 1,513 1.5/3 1.7/4.2 1.5/3 1.513 1.7/4.2 2.5/6.3 3.6/8.95.8/14. 1.5/3 1.5/3 1.7/4.2 2.5/6.313.6/8.9 4.3110.8,5.8/14. 1.5/3 1.714.212.5/6.3 3.6/8.9,4.3/10.85.8/14, 96 160 95 192 1 320 1 482 692 ; 1304 1_42 ; 288 480 724 1038 1382 ! 1956 384 640 1 965 1383 1 1842 260_8 22 I 68 1 111 70 1 136 223 332 473 1122 204 ; 334 1 499 710 974 1683 272 445 665 I 947 ; 1299 2244_ 1 1.5/3 '1.513.5 4 ---j---- 1.5/3 1.5/3 1.513.5 2.1/5.2 3/7.4 5.6113. 104 1.5/3 , 1.5/3 11.5/3.5.2.1/5.21 317.4 13.9/9.95.6113. 1.513 ,1.5/3.512.1/5.2' 3/7-.4 r3.9/9.95.6/13. 72 j 122 71 145 243 1 368 1 529 1 1092 106 217 1 365 552 793 1095 1 1638 290 486 1136 1057 1460 2184 24 1 52 1 86 4 tOS 172 256 365 864j 80 157 257 384 547 750 1296 209 343 512 729 1000 17281.5/3 1.5/3 El /3 1.513 1.5/3 1.8/4.4 2.5/6.35.1/12. 1.5/3 1.5/3 1.5/3 1.8/4.4 2.5/63 3.4/8.6,5.1/12. 1.5/3 1.5/3 1.814.4 2.5/6.3 3.4/8.65.1/12. 56 1 94 54-- 111 j 188 ^ 286 II 412--- - 927 - 80 167 II 282 1 429 618 855 1390 223 ' 376 I 572 i 824 1 1139 ' 1853 26 r 41 I _67 t---- 42 82 135 201 287 660 r- 63 fi 124 202 302 430 590 1020 165 270 1 403 ' 574 787 1359 1.5/3.712.1/5.312.917.34.7/11. I 1.5/3' 1.5/3 1.5/3 1 1.5/3 , 1.5/3 1.5/3.7 2.1/5.34,7/11. 1.5/3 • 1.5/31 1.5/3 1.513.72.1/5.3 2.9/7.34.7/11. 1.5/3 1.5/3 74 87 148 226 326 792 61_ 130 222 338 489 678 8116_ 1_74 296 451_ 652 904 1584 28 54 66 108 161 230 544_ 51 99 162 242 344 472 1_32 216 322 459 630 1088 1.5/3 1.5/3 1.5/3 1.5/3.2 1.8/4.644/10. 1.5/3 1.5/3 1.5/3 11.5/3.2 1.8/4.6 2.5/6.3,4.4/10. 1.5/3 1.5/3 1.5/3.2 1.8/4.612.5/6.34.4/10. 59 1 68 118 180 262 1 639 102 176 ' 271 393 546 . 959j__ 137 3S 361 523 728 1279 30 44 t-__ 1 -_ i _t. __ y-_ 54 88 131 187 442 r a__ _i ._ ._. 132 197_ 280 384 664 107_ 176 1 262 373 1 512 885 11.513 1.5/3 1.5/3 1 1.5/3 i 1.614 13.8/9.5 80 1.5/3 1.513 1 1.5/3 1.6/4 12.2/5.5 3.8/9.5 1.5/3+ 1.5/3 y 1.5/3 1.6/4 ;2.2/5.53.8/9.5 Total Load values are limited by shear, moment or deflection equal to L/240. 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 Whits that may appy 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 appplIications. Span is measured center to center of the supports Analyze multiple span beams with the 9C CALC'software it the length of any span is less than hall the length of an adjacent span. Table values assume that lateral support is provided at each support and conlinuousy 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-:9, 3 -ply or 4 -ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load ues. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCO software. c:o.. C sc.d_ '.: - t.: e,n p.•a 1, - 0d 04!20'0 VERSA -LAM° Roof Load Tables W", VERSA -LAM® 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load jplf) KEY TO TABLE Middle Figure Allowable Live Load [pig Bottom Figures Minimum Required Beannla Length at End / Intermediate Supports [inches] 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 1.240 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 apVlicetions Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC'software d the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is govided at each support and continuously along the top edge and applicable compression edges of the beam. ro , Ca,eade tb1P . t%^•' ^n -r • ;.. d : • U -N 20", Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendiudar to gram 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 ,s provided across the fug 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. 1'/."VERSA-LAM' 2.0 3100 Double Ply 131" VERSA -LAM' 2.0 3100 or Triple Pty 1'/." VERSA -LAM' 2.0 3100 or Ouadruple Ply 1'/." VERSA -LAM' 2.0 3100 or Span 3b" VERSA -LAM 2.0 3100 51/." VERSA -LAM 2.0 3100I 7" VERSA -LAM 2.0 3100 ft] 7Y." , 9Y.' j 11'/:' 14" 7' ' 9'/i' 11'/:' 14" 16" i 18" ' 24" 9%i' j 11'/:' 14" ! 16" 18" 20" 1 24" 31. 1131:' 14" j 16" , 18" , 20" 24" 878 11223 1 1639 + 2065 1755 _2446 ' 3278 ' 4130 5047 5232 5226 3669 4917 6195 7570 7848 7845 1 7838 r 6556 8260 10094 10463 10459 10451 8 1- -- 2/5 2.817 3.8/9.4;4.7/11. I t ---+-- -- 2/5 , 2.8/7 ,38/9.4'4.7/11.85.8/14.5 6115 6115 2.8/7 '3.8/9.44.7/11.85.8/145 6/15 6/15 6115 3.8/9.44.7/11.85.8/14.5 6/15. 6/15 6/15 598 858 1126. 1389 1197 1717 2252 2779 3321 3915 ' 3913 2575 ' 3379 4166 4981 5672 5876 ' 5870 4505 5558 6642 7829 7834 7826 8 482 ---- -•- 965 - - --- - - - -- t-----^--- 3.518.64.3/10.65.1/12.7 6115 6/15 6/151.8/4.6 2.6/6.63.518.64.3/70. 1.814.6 2.6/6.6 3.518.64.3/10.65.1112.7 6/15 6/15 2.6/6.6 3.518.64.3/10.65.1/12.7 6115 6115 6/15 326 ; 637 , 857 1046 651 1274 1 1714 2092 ' 2472 2880 ' 3126 1912 25713138 3709 4320 4695 4688 3429 4184 4945 5759 i 6259 6251 10 247 556 494 1111 1667 1.5/3.1:2.4/6.1'3.318.2 4/10 1.5/3.1;2.416.1'3.318.2 4/10 4.7/11.95.5113.8 6/15 2.4/6.1,3.3/8.2 4/10 '4.7/11.95.5113.8 6115 1 6/15 3.3/8.2, 4/10 ,4.7/11.95.5/13.8 6/15 ' 6115 244 526 , 765 931 487 • 1052 1531 1861 2192 ' 2543 2839 1577 2296 2792 3288 3814 4265 ' 4259 3062 3723 ' 4383 5065 5687 5679 11 186 , 418 - - 371 X835 1253 1.5/3 2.215.62 8.1 3.9/9.8 1.5/3 2.2/5.6 32/8.1'3.9/9.8'46/11.65.4/13.4 6115 2.2/ 2/8.1 3.9/9.84.6/11.65.4/13.4 6/15 6/15 3.2/8.1'3.9/9.84.6/11.65.4/13.4 6/15' 6/15 187 424 674 ' 838 374 848 1347 . 1676 1 1968 2276 ' 2601 1272 2021 2514 ' 2952 3414 3903 3901 2694 ' 3353 3936 , 4552 1 5203 15201 12 143 322 ; 628 I 286 643 1256 965 1884 2512 - 1.5/3 2/4.9 13.1/7.8,3.9/9.7 1.5/3, 2/4.913.1/7.8,3.9/9.7,4.5/11.35.2/13.1 6/15 214.9 13.1/7.8 3.9/9.7'4.5/11.352/13.1 6/15 , 6/15 3.1/7.8;3.9/9.74.5/11.352/13.1 6/15 6/15 146 332 $73 762 292 665 1146 1524 , 1785 2060 2399 997 1719 2287 2678 3089 3522 3598 2292 3049 3571 4119 4696 4797 13 112 253 49225 506 688 -- ------ 759 1482 - _ -- 1976 ------ ---• - 1.5/3 •1.7/4.2 2.9/7.2 3.8/9.5 1.5/3 1.7/4.2 2.9/7.2 3.8/9.54.5/11.25.1/12.9 6115 17/4.2,2.9/7.2 3.8/9.54.5/11.25.1/12.95.9/14.7 6115 2.9172 36/9.54.5/1125.1%12.95.8114,7, 6/15 116 265 , 493 1 674 233 1 530 987 1349 1634 ' 1880 ' 2226 796 1480 ' 2023 1 2450 2821 3208 3336 1973 2697 3267 3761 14278 1 4451 14 90 , 203 396 648 180 405 791 1296 1 _ 608 1187 11944 1582 2593 -- - 1.5/3 11.5/3.612.7/6.7'3.6/9.1 1.5/3 1.5/3.6 2.7/6.7 3.6/9.1;4.4/11 5.1/12.71 6/15 1.5/3.612.7/6.713.6/9.11 4.4/li 5.1/12.75.8/14,4 6/15 2.7/6.713.6/9.1'4.4/11 5.1/12.75.8/14.4 6/15 94 215 423 1 586 188 429 846 1173 1505 1730 ' 2076 644 1268 1759 2258 2595 , 2946 3113 1691 2346 30113!59 3928 , 4151 15 73 165 322 527 146T329 643 1054 i-- ,-- 494 965 1581 1 - 1286 2108 1.5/3 1.5/3.12.5/6.13.4/8.5 1.5/3 •15/3.12.516.1 3.4/8.54.3/10.9 5/12.5, 6/15 1.5/3.1 2.516.13.4/8.54.3/10.9 5/12.5 5.7/14.2 6115 2.5/6.13.4/8.54.3/10.9 5112.5 5.7114.2 6/15 77 176 347 515 153 ' 352 695 1029 ; 13271601 ' 1944 528 ' 1042 1544 , 1990 ' 2402 ! 2723 ' 2917 1389 2058 ' 2653 : 3202 , 3630 , 3889 16 60 136 , 265 434 121 271 530 868 1296 407 , 795 1303 19441737 1 2593 . 1.5/3 1.5/3 2.2/5.4 3.2/7.9 1.5/3 1.513 2.2/5413.2/7.9,4.1/10.24.9112.3 6/15 1.5/3 2.2/5.4'3.2/7.94.1/10.24.9/12.3 5.6/14' 6/15 2.2/5.413.2/7.94.1/1024.9/12.3 5.6/14 6115 63 146 289 455 127 292 577 • 910 - 1173 1468 1829 438 866 1365 1760 2201 2531 2743 1154 1820 2346 2935 3374 3657 17 56 -113 221 ' 362 1701226 442 ' 724 --106- -- - 339 663 t 1086 1 1621 - - - - 884 1448 2161 - - - - 1.5/3 ' 1.513 1.9/4.8 3/7.5 ,3.9/9.6 4.8/12 6/15 1.5/3 1.9%4.8 3/7.5 3.9/9.6 4.8/12 5.5/19 8 6115 1.9/4.8,T/f5--3.9196 . 4.8/12 5.5/13.8 6/151.513 , 1.513 1.914.8' 3/7.5 53 122 I 242 399 106 1 244 484 799 1045 , 1307 ! 1726 367 ' 726 ' 1198 1 1567 1961 2364 1 2588 968 1 1598i 2089 , 2614 j 3151 3451 18 42 95 186 305 85 191 - 372 610 910 , 1296 286 558 915 ' 1366 1944 , 744220 1821 2593 ' 1.5/3 1.5/3 1.7/4.3 2.817 1.513 1 1.5/3 '17/4.31 2.817 13.619.14.5/11.4 6/15 1.5/3 11.7/4.3 2.8/7 3.6/9.14.5/11.45.5/13.7, 6/15 1.7/4.3' 2.8/7 •3.6/9.14.5111.45.5/13.7 6/15 103 205 339 89 206 410 677 , 936 1171 1634 310 615 1016 , 1404 1757 ' 2147 1 2450 820 1354 1872 , 2342 ' 2862 3267 19 81 -T5-e- 259 i1 72 162316 519 774 1102 - 243 475 776 161 1- i - 633 1037 1548 2204 ' - - 1.5/3~1.5/3.6'2516.3 1.5133 1.5/3 1.513.8 2.516.3 6/15 1.5/3 1.513.8 2.5/6.3 3.4/8.64.3/10.85.31131 6/15 1.5/3.8 2.5/6.3 3.4/8.64.3110.85.3/13.1* 6/15 88 175 , 289 75 176 ' 350 1 579 843 1055 1551 263 525 868 ' 1265 1 1583 1934 1 2326 699 1157 1686 2110 1 2579 , 3101 20 I 69 136 222 62 139 271 445 ' 664 945 - 208 i 407 667 996 1418. 543 0 889 1327 1890 1.5/3 :1.5/3.412.315.6 1.513 1.513 1.5/3.4,2.3/5.6'3.318.24.1/10.2. 6/15 1.5/3 11.5/3.4 2.3/5.6 3.3/8.24.1/10.25/12.5 6/15 1.5/3.4 2.315.6 3.3/8.24.1/10.25112.5' 6/15 65 130 216 54 130 260 431 649 869 1407 194 390 , 647 973 1303 1593 2111 520 862 1297 ' 1738 2124 2815 22 52 , 102 167 46 104 204 334 499 X10 157 306 ^501 748 1065 1461 --- 8408668 -997 1420 194 - 1.5/3 1.513 1.9/4.7 1.5/3 1.5/3 1.513 '1.9/4.7 2.8/7 3.7/9.3 6115 1.5/3 1.5/3 1.9/4.7 2.8/7 3.7/9.34.5/11.3 6/15 1.513 1.9/4.7 2.8/7 ' 3.7/9.34.5/11.36/15 i , 164 98 1 197 ' 329 496 1 711 ' 1259 146 296 493 744 1066 1334 1889 395 658 I 992 1 1422 ! 1779 ! 2518 24 1.99 79 - 129 80 I 157 257 384 54-` 7- 121 23_6 386 576 820 y 1125-+_ 314 515 7 9401 1500_- 1.5/3 ,1.6/39 1.513 1.5/3 1.6/3.9 2.3/5.9 3.3/8.35.9/14. 1.5/3 1 1.5/3 '1.613.9'2.3/5.913.3/8.342/10.45.9/14. 1.513 1.6/3.9 2.3/5.9,3.3/8.34.2/10.45.9/14. 76 128 75 153 256 387 555 1 1069 112 229 383 580 833 1132 1604 305 511 773 1110 1510 2139 26 262 101 i6312420230243010209518530445345 885 15291 247 405 604 860 1180 2039 1.5/3 1.5/3.3 1 1.5/3 1.5/3 1.5/3.3 2/5 2.8/7.1 SA1111 1.5/3 1.5/3 1.513.3 2/5 '2.8/7.1 3.8/9.65.4/13. 1.513 1.5/3.3 2/5 2.8/7.1 3.819.65.4/13 60 101 58 ! 120 202 ' 306 441 ' 919 87 160 303 459 661 ' 914 1378 240 404 612 882_ 1219_ 1837 28 49 81_ 51 99 I 162 202 344 816 76 148 363 517 709 12241.513 196 324 484 689 945 1633 t 1.5/3 + 1.513 2d3 1.513 1.513 1.7/4.32.416.1; 5112.6 1.5/3 1.51311.5/3 '' 1.7/4 3 -241-6.-113.418-.4-'5112--6 1.5/3 ~ 1,5/3 ,1.73'2.4/ 163.4/8.4' 5/126 81 95 161 246 355 , 797 68 143 242 369 533 7381196 190 323 492 710 984 1594 30 66 1 - i 86 132 197 , 280 664_ 62 121 198 295 420 ' 996 161 263 r 393 560 768 1327 1.5/3 576 _ 1.5/3 1.5/3 1.5/3.7 2.1/5.34.7/11.1.513 1.5/3 1.5/31.5/3.7 2.1/53.2.917.34.7111.1 15/3 1.5/3 1.5/3.7121/5.3,2.917.34,7/11. 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 1.240 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 apVlicetions Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC'software d the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is govided at each support and continuously along the top edge and applicable compression edges of the beam. ro , Ca,eade tb1P . t%^•' ^n -r • ;.. d : • U -N 20", Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendiudar to gram 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 ,s provided across the fug 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. VERSA -LAMS Roof Load Tables VERSA -LAM° 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load [pin KEY TO TABLE Middle Figure Allowable Live Load (pin Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] 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 hall 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 arty number of plies. 1'% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to appy to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCI software. 601-e C:), --a I t ht •. . --. • m st:0 "' G..da • 08 04120'., 1'/.' VERSA-LAM•2 0 3100 Double3100 or Triple or1%VERSA-LAM20 Ouadrupl 7PVERSA-ERRSMA-LAMO2.0 3100 or Span 2M0 3100100310002. 0 3l VERSA -LAM Sly ft] 7'/." 9'/." 1i%' 14" 7'/." 9'/:' ll%" 14" 1 16" 18" 24" 9%:" 11Y:' 14" 16" 18" 20" 24" 11'/:' 14" 1 16" 18" 20" 24" 6 954 1330 1782 1 2245 1908 2660 1 3564 4491 5234 5232 5226 3990 5346 1 6736 1 7851 1 7848 7845 ' 7838_ Fi/S:- 7128 18981 1 10467 10463 1 10459 110451 2.2/5.5 3.1/7.64.1/10.25.1/12. 2.2/5.513.1/7.64.1/10.25.1/12.9. 6/15 6175 6/15 3.1/7.64.1/10.25.1/12.9 6/156/15 , 6/15 1110.25.1/12.9, 6115 6/15 6/15 6/15 640 933 ! 1225 1511 1279 1867 2449 i 3022 1 3611 3919 : 3913 2800 3674 ' 4532 5417 ' 5879 • 5876 ' 5870 4899 6043 1 7222 7838 , 7834 ' 7826 8 482-_--+ 12/4.9 2.9/7.1 3.8/9.44.6/11. 214.9 2.9/7.1,3.8/9.44.6/11.65.5/13.8 6/15 6/15 2.9/7.1'3.8/9.44.6/11.65.5/13.8 6/15 6/15 6/15 1.6--+-- 1 _ 3.8/9.44.6/15.5/13.8 6/15 6/15 1 6/15 326 693 932 ! 1138 651 1386 1864 2275 1 2689 3132 3126 2079 2797 ; 3413 4033 4698 4695 ' 4688 3729 4550 5378 6263 [ 6259 6251 10 247 556 494111 1667 1.5/3.1 2.7/6.6 3.6/8.94.4/10. 1.5/3.1+2.7'/6.613.6/8.9.'4.4/10.95.2/12.9 6/15 6115 2.7/6.6,3.618.94.4/10.95.2/12.9 6/15 6/15 6/15 3.618.94.4/10.95.2112.9 6/15 6/15 6/15 833 1012 487 ' 1104 1665 1 2020 2384 12785 2839 1656 2498 3037 3576 4148 4265 42592445521- 1 - -- - 371 -- -- t--t-- 3330 . 4049 4767-,"5-5311' 5687 ' 5679 326211T125324461862.3 418 ,_ 815 835 1631 - 1 , 1 1.5/3 ;/5.8 3.5/8.80. 1.513 :2.3/503.5/8.8" 4.3/10.7 5/12.6 5.8/14.6 6/15 2.315.8'3.518.84.3/107 5/12.6 5.8/I4.6 6/15 6115 3.5/8.84.3/10.7 6,5.8f14.6 6/15 6115 187 424 1 733 912 374 848 1465 1823 1 2141 1 2475 1 2601 1272 2198 2735 3211 3713 3907 3901 2931 3647 4281 4951 5209 5201 12 143 322 628 , • 286 643 12% 965 1884 2512 1.5/3 1 2/4.9 ,3.4/8.4'4.2/10. 1.5/3 2/4.9 3.4/8.4,4.2/10.54.9/12.35.7/14.3 6/15 2/4.9 3.418.4,4.2/10.54.9/12.35.7/14.3 6/15 6/15 3.4/8.414.2/10.54.9/12.35.7/14.3 6/15 6/15 146 332 623 829 292 665 1247 1658 1842 2240 2399 99 1870 12487 1 2913 3360 ! 3604 ' 3598- y ~ 2494 1 3316 1 3884' 4480 i 4806 4797 13 759 1482 2429 - 112_' 253 - 494 810 225 S06 988 1619 1976 3238 ' 1.513 11.7/4.213.1/7.84.1/10. 1.513 ,1.7/4.2,3.1/7.84.1/1044.8112.1'5.6/1416/15 1.7/4.213.117.8 1I10.a4.8/12.1 5.6114 6/15 6/15 3.117.8 4.1110.44.6112.1 5.6%14, 6/156115 116 I 265 521 734 233 530 1043 1467 1777 2046 2226 796 1564 2201 2666 3068 3345 3338 2085 2934 3554 4091 4459 4451 14 90 203 396 648 180 ; 405 791 1296 608 1187 1944 1582 2593 1.5/3 1.5/3.6 2.8/7 4/9.9 1.5/3 11.5/3.612.817 4/9.9 48/12 5.5/13.6 ISMS 1.513.6128/7 419.9 4.8/12 5.5/13.6 6/15 1 6/15 2.817 4/9.9 14.6/12,5.5/13.q 6/15 1 6/15 94-1 215 ! 423 638 188 ; 429 1 846 1276 ' 1638 1 1882 12076 644 ; 1268 914 2456 2823 j 3120 ' 3113 1691 2552 3275 3763 i 4159 ' 4151 15 73 165 322 146 329-r_643 1054 5 3 ' - '-- 494 -1-9651- 1581 -_2360- - x3128612108 146 - - 1.5/31.5/3.125/6.1'3.7/9.2 1.5/311.5/3.1,2.5/6.1,3.7/9.2.4.7/ 8115.4/13.6 6/15 1.5/3.1 2516.1 37/942 .7/11.85.4/13.6 6/15 6/15 2.5/6.1 3.7/9.24.7711.85.4113.66/15 6 S 77 1 176 1 347 1 560 153 1 352 1 695 1 1120 1 1443 1742 1 1944 528 1042 1 1680 2165 2613 2923 2917 1389 2240 2887 3484 3897 3889 16 60 136 265 1 434 121 271 530 868 1296 407 795 1303 1944 1060 1737 2593 1.5/3 1.5/3 12.215.413.518.6 1.5/3 1.5/3 2.2/5.4 3.5/8.64.4/11.1,5.4/13.4 6115 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 3.5/8.64.4/11.15.4/13.4 ISM5 6/15 63 146 289 476 127 ' 577 951 ' 1277 ' 1597 1829 438 ' 866 1427 1915 2395 2749 2743 1154 1902 1 2553 3193 3665 3657 17 292 50 113 221 362 101 y 226 442 724 1081 1539 339 663 1086 1621.2308 884 1448 2161 '3078 . 1.5/3 1.5/3 .1.9/4.8 3.1/7.8 1.5/3 1.5/31.9/483.1/7.84.2/10.552/13.1 6/15 1.513:1.9/4.813.117.84.2/10.55.2/13.1 6/15 6/15 1.9/4.6 3.1/7.84.2/10.55.2/13.1 6/156115 53 122 242 399 244 484 799 1137 1422 1726 367 726 1198 1705 2133 2572 2568 968 1598 2274 2845 3429 3451 42 95 186 305 372 610 910 1296 - 286 558 915 1366 194485191 744 1220 1821 2593F191.5/3 1.513 1.7/4.3 2.8/7 5/3 1.7/4.3 2.8/7 4/9.9 4.9112.3 6/15 1.5/3 17/4.3 2.8/7 4/9.9 4.9112.35.9/14.9 6/15 1.7/4.3 28/7 4/9.9 4.9/12.35.9/14,9 6/15 103 205 ' 339 89 1 206 410 677 11016 1275 1634 310 615 1016 1524 1912 2336 1 2450 820 1354 2032 2549 3115 3267 81- , 158 1 259 72 162 316 51 9 774 1102 243 475 ne 1 1161 1653 2268 - 633--",'1037 ! 1548 2204 3024 1.5/3 ,1.5/3.8,2.5/6.3 1.5/3 1.5/3 1.5/3.8 2.5/6.3,3.7/9.34.7/11.7, 6/15 1.5/3 1.5/3.8 2.5/6.313.7/9.34.7/11.75.7/14.3 6/15 1.513.8'25/6.3 3.7/9.34.7/11.75.7/14.3 6/15 88 1 175 289 75 176 350 579 869 1149 1551 263 525 868 1303 1723 2105 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 996 1416 1944 - 543 889 1327 1890 2593 1.5/3 1.5/3.4 2.3/5.6 1.5/3 t 1.5/3 11.511412.315.613.4/8.4,4.4/11.1 6/15 1.5/3 1.5/3.4 2.3/5.6 3.4/8.4,4.4/11.15.4/13.6, 6/15 1.513.412.3/5.6i3.4/8.4,4.4/11.1,5.4/13.6 6115 65 1 130 ! 216 54 130 260 ' 431 649 928 1407 194 390 647 973 1 1393 1735 ' 2111II 520 662 1 1297 ; 1857 2313 2815 22 r -t- ---:-- -1------/-- -- 52 102 I 167 46 104 204 i 334 499 710 157, 306 501 748 1065 1461 - 408 668 897 1420 1948 1.5/3 1.9/4.7 1.5/311.513 1 1.9/4.7 2.8/7 4/9.9 6115 1.5/3 , 1.513 ,1.9/4.7, 2.8/7 ; 4/9.9 49112.3 6/15 1.5/3 1.9/4.7 2.8/7 1 4/8.9 4.9/12.3 6/15 99 1 164 98 197 1 329 1 496 711 1 1288 146 296 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 157 257 38_4 547 121 236 386 576 _82_0 1125 314 515 768 1094 1500 _ 1.5/3 1.613.9 1.513 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3 6/15 1.513 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 12_8 75 153 l 256 387 1 555 , 1164 112_ 229 383 580 SM 1150 1 1747 305 511 1 773 i 1110 1 1533 2329_ 26 t 62 101 63 124 202 302 430 1020 95 ~ 185 304 453 645 885 ~ 1529 247 405 1 604 860 1180 + 2039 1.5/3 1.5/3.3 1.5/3 • 1.5/3 1.513.3~ 2/5 '2.8/7.15.9/14.7 1.5/3 ~1.513 1.513.3' 215 .2.817.1,3.9/9.7 5.9/14. 1 1.5/3 1.5/3.3 2/5 2.8/7.1,3.919.7 5.9/14. 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 S17 709 1224 198 324 484 689 945 1633_ 15/3 1.5/3 1.5/3 1.5/3 1.5/311.7/4.312.4/6.1,51513. 1.5/3 , 1.5/3 1.5/3 1.7/4.3 2.4!6.1 3.4/8.45.5/13. 1.5/3 1.5/3 1.7/4.3 24/6.1 3.4/845.5/13 30 I _ 81 95 161 _246 355 1 661_ 68 143 41- 66 1 80 ' 132 197 280:664_ 62 121 242 369 533 738 1291 198 295 420 576 996 190 323 I 492 1 710 1_ 984 1 1721_ 161 263 393 560 768 11327_ 1.5/3 t ; 1.5/3 1 1.5/3 1.5/3.712.1/5.35.1!12. 1.5/3 1 1.5/3 1.513 ,1.5/3.721/5.3 2.9/7,35.1/12. 1.513 1.5/3 1.5/3.712.1/5.312.9/735.1/12 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 hall 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 arty number of plies. 1'% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to appy to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCI software. 601-e C:), --a I t ht •. . --. • m st:0 "' G..da • 08 04120'., VERSA -LAM® Allowable Nailing and Design Values Closest• Width in le Weight Ib/ftJ Nail Spacing Grade Width in VERSA -LAM®& VERSA -RIM® Nailing Parallel to Glue Lines (Narrow Face)t'I Perpendicular to Glue Lines Wide Face) Products VERSA -LAM* 1.4 1800 Rimboard VERSA -LAM* VERSA -LAM' 00 0 a Q w 51/. 5% 15/1:' 5237 1%" 3'/:"_& Wider All Products Nail Size O.C. End O.C. End O.C. Endr O.C. End c Cl) cli18 Q a rn in) in] in) in) in] [in] in) [in) 8d Box (0.113'e x 2_5') 3 11/2 2 1 2 1 1/2 2 '/2 8d Comm_on_ (0.131'e x 2.5') 3 2 3 2 2 1 2 1 3 2 3 2 2 1 2 110d & 12d Box (0.128'o x 3', 3.25') 16d Box (0.135'e x 3.5') 3 1 2 1 3 1 2 2 1 2 1 10d 812d Common 8 16d Sinker 0.148'9 x 3' 3.25' 4 1 3 1 4 1 3 2 2 2 2 16d Common 0.162'e x 3.5' 6 4 6 3 2 2 2 2 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 Parallel to Glue Lines Narrow Face) t t tt s Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1'/." thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use W minimum offset between rows and stagger nails). VERSA -LAM® Design Values , Grade Width in Depth in Weight Ib/ftJ Allowable Allowable Moment Shear Moment of Inertia Ib ft -Ib in' Grade Width in Depth in Allowable Allowable Weight Shear Moment Ib/ft Ib ft -Ib Moment of Inertia in' o N a N Lu 1'/2 3'/2 1.5 998 776 5.4 00 0 a Q w 51/. 5% 8.0 5237 6830 63.3 5'/2 2.4 1568 1821 20.8 51/2 8.4 5486 7457 72.8 7% 11.0 7232 12566 166.7 7% 3.2 2066 3069 47.6r9% 14.1 9227 19908 346.3 c Cl) cli18 Q a rn 1% 31/2 1.8 1164 1058 6.3 9% 14.5 9476 20937 375.1 5% 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 9% 4.7 3076 1 6636 115.4 11% 18.1 11845 31913 732.6 9% 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0 111/. 6.0 3948 10638 244.2 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 5973 20 30.4 19950 85428 3500.0 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 7 9% 16.6 12303 26544 461.7 31/2 51/: 5.6 3658 4971 9'/2 17.1 12635 27916 500.1 1 117% 7.4 4821 8377 111.1 9% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9% 9.6 6318 13958 250.1 11% 21.4 15794 42550 976.8 11% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11%. 12.1 7897 21275 488.4 16 28.8 21280 74728 2389.3 14 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 Design Property Grade Modulus of Elasticity Bending Horizontal Shear Tension Parallel to Grain Compression Parallel to Grain Compression Perpendicular to Grain Equivalent Specific Gravity for Fastener Design E(x 106 psi)(') Fp (psi)Rx') F„ (psi)(W) F, (psi)R)(5) F,„ (psi)m Fcl (psi)00) SG) VERSA-LAM'Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA -LAM' Studs 1.72650 1.7 2650 285 1650 3000 750 0.5 VERSA -LAM' Columns 1.82750 1.8 2750 285 1825 3000 750 1 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor, (4/L)10 where L = 2. This value is based upon a load duration of 100% and maybe adjusted for other load durations. member length [ft). Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)1° where d =member 6. Stress applied parallel to the gluelines. depth [in). Design properties are limited to dry conditions of use where the 4 Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. Uois, Ce cadc LWPI - c. s:crn Sr -cif a Gide • 08/04/20'5 VERSA -LAMS 1.8 2750 Columns r_ YAllowable Axial Load (lb) s 3'/:'' x 3'/2" 3'/:" x 43 3%' x 5'/;' 31/2' x 51/:' 3%' x 7" Z 100% 115% 125% 100% 115% 125% 100% j 115% 125% 100% 115% 1 125% 100% 1 115% 1 125% 4 5 6 15,265 12,830 10,580 16,750 17,650 13,770 14,320 11,190 11,540 19,100 20,950 122,070 16,050 17,220 17,910_ 13,240 13,990 14,440 22,920 25,150 26,500 24,0_20_i 26,350 1 27,770 30,570 ' 33,545 35,345 19,260 20,670 21,505 15,890 16,800 17,335 20,185 [. 21,660 122,530 16,645 1 17,605 1 18,165 25,690 27,580 28,680 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_ 9,065 9,325 9,475_ 12 3,935 4,040 1 4,095 4,920 5,050 5,120 5,910 6,065 6,150 61195 6,355 6,445 7,885 8,090 8,210_ 13 3,455 3,535 3,580 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3,050 1 3,120 3,155 3,820 3,900 3,950 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 6,325 3'/2" x 7%' 51/4', x 51/4', 5W, x 5%' 5'/; ' x 7" 51/4" x 7%' 100% 115% 1 125% 100% 1 115% 125% 100% 1 115% 1 125% 100% 1 115% 125% 100% 1 115% 125% 4 5 31,670 34,750 36,625 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_ 31,770 133,600 34,670 32,910 34,800 35,910_ 10 _ 11 10,895 11,240 11,440 9,390 9,660 9,810 20,950 22,005 _22_620_ 18,500 19,340 19,820 21,950 19,385 23,060 23,700 20,260 20,770 27,950_ 29,360 30,190 24,690 25,810 26,450 28,960 30,420 31,260_ 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_ 12,3_85 11,200 12,775 13,000 11,530 11,720 15,770 16,270 16,560 14,2_70 141690144,,93_0 12,960 13,320 i 13,520 16,330 16,850 17_150_ 14,780 15,210 15,460_ 13,420 13,790 16 10,690 11,005 11,185 17 9,715 9,980 10,135 10,180 10,460 ' 10,620 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 8,090 9,950 10,170 10,300 10,300 10,540 10,670 21 22 6,870 7,020 -} 7,105 I 1- 7,195 7,355 7,445 9,170 9,370 9 480 9,490 9,700 9,820 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi -piece column design. 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). 6) Lateral loads (wind loading) are not considered in this table. Modulus of Elasticity: E = 1.8 x 106 psi Bending: Parallel to Gluelines (Beam): Fb = 2750•(12/d)1° psi Perp to Gluelines (Plank): Fb = 2500•(12/d)i° psi Compression Parallel to Grain: Fp cii = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): F,,i = 750 psi Per to Gluelines (Plank): F 1= 450 psiP ( ) P Tension Parallel to Grain: F, = 1650 psi Allowable Design Values Product Bending Fb [psi] Compression Parallel to Grain Fc [psi] Modulus of Elasticity E [psi] Horizontal Shear F„ [psi] VERSA-STUD®1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir (North) # 1 / 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 675 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Dimension lumber values taken from from 2012 NDS Supplement: Design Values for Wood Construction (per 2012 IBC/IRC). Repetitive member and size factors have not been applied. For further design information, please see VERSA -STUD 1.7 2650 Eastern Tall Wall Guide.' Soiae Cascade VOW • Easzern Specrt.3, Gt.irl • 08104120' 5 Computer Software w eta iYi`-'.r wra ,, ':•ra:ei -;ia'P eu r.-. FRAMEW 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 FRAMERIO 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® & 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. tir•'tid+_tii'" D a 921 x Q'ttX0 =P'Ar9 dilariijdliOA)0is wI. ai» A. llr+t vw W' 7Mri OA.PwI t..11!1L'i''e v'. 1 ,RJM0.i11A1JV K' I. L U 170J 0 t Irin,•P4'y In y 11..r7Yttl falY P 1 7.,J'w 7 K CS1atI M.tdO:CrJetaG Fw1. rY' 7f -.090r lour til, 14'7 MIl7At1fbloV 0 x a vswrtept u 7YOW JCIiV A. llr+t 176a_ tett W0../I.• w%. 0 t 4saw wa. r1% 7.,J'w uar.9r r• D7.w r• ti tot Fw1. rY' rT I.YT'r til, 14'7 s IRl__ 1 0 x a r— Boise C3narle FVVP • cs!em SpvLil r G d. Vwev.,t f11ti•1: CII.1_• -WAN— I' Q telM.iltillw I.OgPIt•.10tPi. I.fIrJlwwrtl[P>. r Or L(1•wrw •p - -- - - I/Mt j(' l 33] RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.0GB Video: Full support for DirectX 9; Single monitors, 12800024 512MB; Dual monitor, 12800024 1G6 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! J Analysis for Engineered 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. ToDownload BC CALC US, https://www.bcconnect.com/bcdeployer/index.htm ataa 1!<>OOtinlaulOpl Lw W C'T11TPtr• to ellr e beM.lw.11r p... JU Ia1t1At Mr -'M llYl /N/JD til, 14'7 111_IO {)JL/O Ir er tr Irl w1Y• Ka lW I1PIwo1ial IYr.N )W77 1-fDC17 ti t..YO OaIP1.OrYt A1.• AAIr.YAI.d n C•.• M•Aw• Old- Iltlrast IH b\.1 WO'Jl lip IIJf M u Ily'P / INM O•Illlwr PA •rw1.lNNrr 717b 1 til 1 . tifP(ti rPt w r/a.w •P IOCtaC 7w N.I++fAG Y70ap x17 IaFJeC fl1 US', tl! . . ICON/ P4i....a+.t.o MYfra J7w t1.toY IPowrival rPp. rl.w/ R,U•plp, ho MI ti 0 menta .,PAurar•...1.a• P•••I ragf•rs. 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M ciRMt a.+•iii CORIIP. wars+•»I r•Qe11".09"h0UDI II'M7 O IMI IlYOHtt"AMM To l7a7 VOW Tt7.MMrt'\ wtnrttu IP1]C:1111.T i ditlR9l17:Ib Ri M{1 r>K1CPJr bIr.Js f11I tC(I;PCnJ+wP,IH-, ataa 1!<>OOtinlaulOpl Lw W C'T11TPtr• Framing Connectors - Simpson Strong -Tie ITS lus SUR/L oastBCI° Depth Hanger apaaty Ib Header i joist Joist De th gCl• Hanger apaaty 1 J H r i J ist Joist D ptA gCl° Hanger apaaty i I(I J Header I joist 9/J" 4500s ITS1.81/9.5 993 6-10d 9-A" 45005 IUS1.81/9.5 950 8-10d 9h" 4500s SUR/1.1.81/9 1081 12-16d I 2-10dx1'b" 5000s ITS2.06/9.5 993 6-10d 6000s ITS2.37/9.5 1225 6-10d 50005 IUS2.06/9.5 950 8-10d 6000s IUS2 37/9 5 950 8-10d 5000s SUR/1.2.06/9 1097 14-16d 2-10dx1'/." 6000s SURIL2.37/9 1343 14-16d I 2-10dxlW 6500s ITS2.56/9.5 1225 6-10d 6500s IUS2.5619.5 950 8-10d 6500s SUR/1.2.56/9 1343 14-16d 1 2-10dxIW 11/.' 4500s ITS1.81111.88 1068 6-10d t1/' 1 4500s IUS1.81/11.88 1185 10-10d 11/' 4500s SUR/1.1.81111 1306 16-1d 2-10dxiW 5000s ITS2.06/11.88 1068 6-10d 5000s1US2.06/11.88 1185 10-10d 5000s SUR/1-2.06/11 1350 16-16d 2-10dx1%:" 60005 ITS2.37111.88 1237 6-10d 65005 ITS2.56/11.88 1237 6-10d 60005IUS2.37/11.88 1185 10-10d 65005 IUS2.56111.88 1185 10-10d 6000s SUR/1.2.37111 1385 16-16d 2-10dxlW 65005 SURIL2.56/11 1385 16-16d 2-10dx1'/a' 605 ITS2.37/11.88 1237 6-10d 605 IUS2.37/11.88 1185 10-10d 605 SUR/L2.37/11 1385 16-16d 2-10dx1'h' 905 ITS3.56/11.88 1518 6-10d 905 IUS3.56/11.88 1420 12-10d 905 SUR/L410 1906 14-16d 2-10dxlW 14 45 Os ITS1.81/14 1075 6-10d 14" 45 Os IUS1.81/14 1420 12-10d 14 4500s SUR/L1.81/14 1675 20-16d 2-10dirOV 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'h" 60005 ITS2.37114 1262 6-10d 6000s IUS2.37/14 1420 12-10d 6000s SUR/L2.37/14 1693 18-16d 2-10dirOV 6500s ITS2.56/14 1262 6-10d 6500s IUS2.56/14 1420 12-10d 65005 SURVL2.56/14 1693 18-16d 2-10dx1'/:' 60s ITS2.37/14 1262 1 6-10d 60s IUS2.37/14 1420 12-10d 605 I SUR/L2.37/14 1693 18-16d 2-10dx1%," 90s ITS3.56/14 1520 6-10d 905 IUS3.56114 1420 12-10d 905 SUR/1 414 2050 2-10dxlW 16"60005 45005 ITS1.81/16 1081 6-10d 4500s IUS1.81/16 1660 14-10d 16. 4500s SUR/LI.81/14 1887 2-10dxlw 5000s ITS2.06/16 1087 6-10d 50006 IUS2.06/16 1660 14-10d 5000s SUR/L2.06/11 1920 2-10dx1'/r" ITS2.37/16 1268 6-10d 60005 IUS2.37/16 1660 14-10d P18-16d 6000s SUR/L2.37/14 1920 2-10dx1%:" 6500ITS2.56/16 1268 6-10d 6500s IUS2.56/16 1660 1410d 6500s SURULZ56114 1920 2-10dx1'/," 605 ITS2.37/16 1266 6-10d 60s IUS2.37/16 1660 14-10d 60s SUR/L2.37/14 1920 2-10dx1'/a" 905 ITS3.56/16 1520 6-10d 905 IUS3.55/16 1425 14-10d 905 SUR/L414 2250 2-10dxl'4" Do • t=Tf• • RMW PROM e9m offfflo WWOW a •• • •• ag@Wz '4W MKOW 1 MIT B U / HU MIU LSSU Joist D BCI° Hanger Capacity H r i Joist Depth BCI° Hanger apaatyNai i Jotst BCI° Hanger Capaaty Il ilio Header Joist 9%. 4500s OfT49.5 2305 8-16d 2-10clOW 9h 45006 MIU3.56/9 2305 16-16d 2-10dx1'b" 9%* 4500s LSSU125 995 9-10d 7-10dxl%" SOOOs Ill 4.1?/ .5 2305 8-16T-2-10dx1'/.' 6000s MIT359.5.2 2305 8-1d 2-10dx1'/. 50005 (7104.12/9 2305 16-t6d 2-10dx1%:" 6000s PAIU4.75/9 2305 16-16d 2.10dx1%; SOOOs LSSUT.O6 995 9-10d 7-tOdx1'h' 6000s LSSU135 995 9-10d 7-10dxl%" 6500s MIT39.5.2 2305 8-16d 2-10dx1W 65006 V11,15.12/9 2305 16-16d 2-10dxl'W 6500s LSSUH310 1425 14-10d 7-10dxl%" 11%' 4500s 1AIT411.88 2305 8-16d 2-10dxth' 116000S 4500s MIU3.56/11 2880 20-16d 2-10dxlh' 1I% 4500s LSSU/25 995 9-10d 7-10dxl%- 5000s MIT4.12/11.88 2305 8-1d 2-10dxIW 0-0-0s A111,14.12111 2880 20-16d 2-10dx1'h" SOOOs LSSU2.06 995 9-10d 7-10dx1'b' IR10T3511.88-2 2305 8-16d 2-10dxi%*'/' 6500s 117311.88.2 2305 8-16d 2-10dxl%l 65006 MIU5.12/11 2880 20-16d I 2-10dx1Y:' 6000s LSSU135 995 9-10d 7-10dxlW 6 00sl LSSUH310 1475 14-10d 7-10dxl%" 605 MIT3511.88-2 2305 8-16d 2-10dxl'h" 60s MIU4075/11 2600 20-16d I 2-10dx1'/,' 905 1 87.12/11.88 3800 1446d 2-10d I'll- 905 HU412.2 3275 22-16d I 2-10dxl'A* 605 I LSSU135 995 9-10d 7-10dx1'h" 14' 4500s M1T414 2305 8-16d 2-tOdx1'A" 14" 4500s MIU3.56/14 3170 22-16d 2-10dx15S" 905 LSSU410 1625 14-10d 12-10dx1%. SOOOs h71T4.l2/14 2305 8-16d 2-10dx1%." SOOOs A71U4.12/14 3170 22-16d 2-10dx1Y,' 14" 45005 LSSUI25 995 9-10d 7-10dx1'/i 60006 A11T3514.2 2305 8-16d 2-lOdxl%.' 60005 i71U4.75/14 3170 22-16d 2-10dx1%i SOOOs LSSU2.06 995 9-10d 7-lOdx1%a" 6500s MIT314-2 2305 8-16d 2-10dir 65005 C71U5.1?/14 3170 22-16d 2-10dxl%* 60005 LSSU135 995 9-10d 7-10dxlw 60s MIT3514-2 2305 8-16d 2-10dir 605 MIU4.75/14 2700 22-16d 2-10dx1%:' 6500s LSSUM310 1600 14-10d 7-10dx1'W 905 87.12/14 3800 14-16d 2-10dx1A. 905 HU414.2 3870 26-16d 2-10dxth' 605 LSSU135 995 9-10d 7-10dx1%,' 18 4500s P•71T416 2305 8-16d 2-lOdxl1W 16" 45005 MIU3.56/16 3455 24-16d 2-10dxl 90s LSSU410 1625 14-10d 12-10dx1'h' 5000s LBV4.12/16 2460 10-16d 2-10dx1'/, 5000s A71U4.12/!6 3455 24-16d 2-tOdxlh' 60005 MIT4.75/16 2305 8-16d -1 xi 6000s MIU4.75/f6 3455 24-16d 2-10dxlW For more information. call Simpson Strong -Tie atSH(°k? visit their OCI:CJ or visit their website at www.stronglie.com General Notes Sold Italic Rangers 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 gCl• Joist end reaction capacities -whichever is less. All capacity values are downward loads at 100%load duration. Use sloped seat hangers and beveled web s6Heners when BCI• Joist slope exceeds Y.' per loot. Leave Vis" 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 'In. For proper installation of the VPA, the 240dxt%," 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 composite lumber or sawn lumber (Douglas fir or southern Plnespseles). Minimum support width for single- and double -joist top mount hangers is 3'. Minimum support width for lace mount hangers with 10d and 16d nails is IW and 2", respectively. 65005 MIT5.1?/18 2305 8-16d 2-10dx1'h" BSOOs 1.7105.12/16 3455 24-16d 2-lOdxlW 605 MIT4.75/16 2305 8-16d 2.10dx1W 605 MIU4.75/16 2725 24-18d 2-10dXlW 905 87.12/16 3800 14-150 2-10dx1'/," 905 HU414.2 1 3780 1 26-16d I 2-10dxlW xQ p r' THAI r.oi "r 4 VPA : . - Joist apaaty ai iBCIHangerIsHedr Jost Joist D ih Capaal r BCI Hanger aj y Top Plate Rafter 45005 THA11.81/22 1161 6-tOd 2-10dx1%; 9/' 45005 LSSUI25 995 9-10d 7-tOdx1'/:"• 5000s THAl2.06/22 1181 6-10d 2-10dxl%* 6000s THA13522 1393 6-10d 2-10dx1'/.' 5000s LSSU2.06 995 9-10d 7-10dxl%* 6000s LSSU135 995 9-10d 7-10dxl%' 6500s THA1322 1393 6-110d 2-10dxt'/,' 6500s LSSUH310 1425 14-10d 7-10dxl'/' 4500s THAI1.81/22 1443 6-10d 2-10dx1'/," 16000sl 11/' 4500s LSSUI25 995 9-10d 7-10dx* 5000s THA/2.06/22 1443 6-110d 2-10dx1K' SOOOs LSSU2.06 995 9-10d 7-10dxTW 6000s THAO3522 1443 6-10d 2-10dxtW LSSU135 995 9-10d 7-10dxiW 7-10dx1X' 65005 LSSUH310 14W14-10d 65005 THA1322 1443 6-10d 2-10dxiw 605 THA13522 1443 6-10d 2-10dx1%:" 60s LSSU135 997-10clO :" 905 THA1422 1715 6-10d 2-10dx1'h" 905 LSSU410 1612-IO&I a" 14' 4500s THAI1.81/22 1600 6-10d 2-10dxlW 14 4500s LSSUI25 997-70dx1'/:' SOOOs THAI2.06/22 1600 6-10d 2-10dx7h" SOOOs LSSU2.06 997-10dx1%, 60005 THA13522 1600 6-10d 2-10dxl %* 6000s LSSU135 997-10dxl /," 6500s THAI322 1600 6-10d 2-10dx1%a' 65005 LSSUH310 167-10dx1'h" 60s THAI35?2 1600 6-10d 2-10dxth" 605 LSSUI35 997-tOdx1w 905 THA1422 1 1715 6-10d 2-10dx1'h" 905 LSSU410 1 1625 1 14-10d I 12-10dxl%* Framing Connectors - USP Structu uo!% L.31.esr j VA ' • :!,:510M , • —,J : • r va c tU S P For more information, STRUCTURAL contact CONNECTORS' USP Structural Connectors r+ —Ami fl 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 suppler or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI* Jost end reaction capacities — whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers and beveled web stiffeners when BCI' Joist slope exceeds'/: per foot. Leave 'he" clearance ('/i 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 Bo/se Cascade structural composite lumber or sawn lumber Douglas flr or southern pine species). Minimum support width for single- and double -joist lop mount hangers is 3': (1'/a" for THO hangers). Minimum support width for face mount hangers with 10d and 16d nails is 1'/V and 2", respectively. Single.. Flange Single Joist Face Mount THO TFL THF Joist e t BCI• Hanger Capacity jlbs ai joist oast D th BCI• Hanger apacity I!N Header i m J ist 9/a 4500s TH017950 993 6 10d 2)10dxl%' 9/a" 4500s THF17925 910 2)10dxl%' 5000s TFL2095 993 6 lad 2 10dx1%. 6000s TFL2395 1225 6 lad 2 10dx1%. 5000s THF20925 810 2 10dx1%a" 6000s THF23925 1275 2)10dxl%" 6500s TFL2595 1225 6 lad 2 10dx1%. 6500s THF26925 1275 2)10dxl%* 4500s TH017118 1068 6)10d 210dx1'/. 11%. 4500s THF17112 910 210dxl'A' 5000s TFL20118 1068 (6)10d 2 10dx1%. SOOOs THF20112 810 2)10dxl%' 6000s TFL23118 1237 (6)10d 2 10dx1% 60005 THF23118 1300 2 10dx1'/. 6500s TFL25118 1237 6 10d 2 10dxl 6500s THF26112 13002 10dx1%a" 60s TFL23118 1237 6 10d 2 lad Y7[_10_ THF23118 1300 14 10d 2 10dxlW 90s TH035118 1589 10 10d 210dx1'b" 805 THF35112 1612 18 10d 210dx1'/. 14' 4500s TFL1714 1325 6)10d 2 10dxl%. 14" 4500s THF17140 1075 02 10d 2 1OdxlW 5000s TFL2014 1081 (6)10d 2 10dxl%" 5000s THF20140 1081 12 lad 2 1Odx1'/a" 6000s TFL2314 1262 6 1 O 2 10dx1'h' 6000s THF23140 1350 18 10d 2 10dx1'/a" 6500s TFL2514 1262 6 10d 2 10dx1'h" 6500s THF26140 1350 08 10d 2 1Odx1Ma" 60s TFL2314 1262 (6)10d 2 10dx1%a' 60s THF23140 1350 18 10d2 10dx1'/. 90s TH035140 1625 12 10d 2 10dx1%. 80s THF35140 1650 20 10d 2 10dx1'/. 18 4500s TFL1716 1081 6)10d 2 10dx1%a" 16" 45 Os THF17157 1475 20 10d 2 10dxi'A* 5000s TFL2016 1087 (6)10d 2 10dx1%i 5000s THF20157 1465 24 10d 2 10dxi'A* 60005 TFL2316 1268 6 10d 2 10dx1'/a' 6000s THF23160 1362 22 10d 2 10dxt'/. 65005 TFL2516 1268 6 tad 2 tOdxt'/a' 65005 THF26160 1362 22 10d 210dxth' 605 TFL2316 1268 (6)10d 2 10dx1%. 605 THF23160 1362 22 10d 2 10dx1%. 905 I TH035160 1660 12 10d 2 10dx1'h" 905 THF35157 1887 22 10d 2 10dx1%. Double Joist.. Flange THO Double BPH Double Joist - Face rTl THF Double Mount HD JoistBCI• D I Hanger Capacity b 14a ft i Joist D th BCI• Hanger a acity r ilio Joist 9/a 4500s TH035950 2050 10 10d 2 10dxl%" 9/' 4500sl THF35925 1370 12 10d2 iOdxt%a" 5000s TH020950-2 2330 10 16d 6 10d SOOOs THF20925-2 1390 12 10d 6)10d 60005 TH023950•2 2825 10 16d 6 lOd 60005 THF23925•T 1625 14 10d 65005 I THF25925.2 1390 12 10d 6)10d 6)10d6500sTH025950.2 2825 10 16d 6 10d 11/• 4500s TH035118 2050 10 lad 210dx1'/. 11/' 4500s THF35112 1825 16 10d210dx1'/. 5000s TH020118.2 2330 10 16d (6110d 5000s THF20112.2 1855 16 10d 6)10d 60005 TH023118-2 2925 10 16d 6 iOd 6000s THF23118-2 1855 16 10d B 10d 65005 TH025118.2 2925 10 16d 6 tad 65005 THF25118-2 1855 16 100 6 1 O 6d6 10d60sTH023118.2 3212 10 16d'§' 60s THF23118-2 1855 16 lad 6 10d 80s BPH71118 3455 10 16d 6 10d 905 HD7120 2255 16 16d 6 lad 14 4500s TH035140 2315 12 10d 2 10dxlW 14" 4500s THF35140 2320 16 10d 2 10dx1%. 5000s TH020140-T 2330 10 16d (6)10d 5000s THF20140-2 2320 (20)10d 6 lad 6000s TH023140-2 3350 12 16d (6)10d 60005 THF23142-2 2540 (20)10d 6 10d 6500s TH025140-2 3350 12 16d (6)10d 6500, THF25140.2 2500 (20)10d 6 10d 60s TH023140.2 3535 12 16d (6)10d 605 I THF23140-2 2540 (20)10d 6 10d 905 SPH7114 3455 1(10)16 6 10d 905 H07140 2820 (20)16d 8 10d 45005 5000s 6000s 6500s 60s Adjustable TH035160 TH020160-2 TH023160.2 TH025160-? TH023160-2 Height 0 2358 2330 3137 313716 3535 Joist MSH 12 10 12 12 10d%Od 16d 16d 16d Hanger 45 as THF17157-2 2425 22 SOOOs 60005 THF23160.2 3050 24 650OsHF25160-T 3000 24 605 THF23169-? 3050 24 905 HD7160 3385 24 Variable Pitch Joist Connector TMP 10 10d 10d lad 16d 210dx1Ya* 6 10d 6 10d 6 105 8 10d Joist D BCI• Hanger Capacity N iling Joist th BCI• Hanger Capacity Top Fa Platell tener r 9/'" 4500 9/a" 4500sl 50005 TMP175 TMP21 111125 1125 61 6 10d 10d H41 10dx1'. 410dx1%a" 50005 — 60005 60005 TMP23 375 6 10d 4 10dx1' " 6500 6500 TMP 5 375 6 lad 4 10d 1' 11/. 500 11/' 4500sl TMP175 1150 6 10d 0 1' " 5000 SOOOs TMP21 1290 6 10d 1' 4 t0dx60asMSH23221431 (6) 10d 4 . 65005 M H 22 1431 6 10d 410dx1'a" 6500s TMP25 1425 6 1Od 4 10dx1' a" 605 S 22 1431 6 0 0 1' ' 60 TM 23 5 8 10d 4 10dxt' ' 90S MS 4 186 0(6)104-90s TMP41800 6 10d 14' 4500 MSH1722 1550 6) 10d 14" 4500 TMP175 1150 6 10d 4 10dx 1' ' 50005 — — 50005 TMP21 1290 6 10d 4 10dx1' " 6000 S 2322 1550 (61110d 4 tWOW 6000s TMP23 1525 6 10d 4 10dx1' " 6500 2 1550 6 0 4 10dx1' ' 6500 TMP 5 15 5 6 1Dd 4 10 x ' ' 60 MSH2322 1550 6 0 4 110dQW.- 60 TMP23 1525 6 10 4 0 90 90s TMP4 850 8 Od 16 4500s M H1722 1668 6 lad 410dx1'. 18" 45006 TMP175 1150 8 10d 4 10dx1%:' SOOOs 5000 TMP21 1290 6 10d 410dx1'a" 60005 2 2 1668 6 10 4 10d " 6000 P23 1550 6 100 4 10 xt'" 6 00 22 1668 6 Od 4 0 650 25 550 6 0 4 10d 1" 60 .5 T? 171 6 100 4 100 1' " 60 P23 550 6 10 6 0 4 10dx1' 7 0 uo!% L.31.esr j VA ' • :!,:510M , • —,J : • r va c tU S P For more information, STRUCTURAL contact CONNECTORS' USP Structural Connectors r+ —Ami fl 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 suppler or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI* Jost end reaction capacities — whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers and beveled web stiffeners when BCI' Joist slope exceeds'/: per foot. Leave 'he" clearance ('/i 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 Bo/se Cascade structural composite lumber or sawn lumber Douglas flr or southern pine species). Minimum support width for single- and double -joist lop mount hangers is 3': (1'/a" for THO hangers). Minimum support width for face mount hangers with 10d and 16d nails is 1'/V and 2", respectively. Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to enhance 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/ sustainability/certification-audits/ 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 r A'I; m 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! j For closest r Boise Cascade EWP distributor/support center, call 1-800-232-078 , L 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 or Boise Cascade Company or its affiliates For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com Your Dealer is: If no dealer is listed, call 1-800-232-0788 QD Boise Cascade Engineered Wood Products Great products are only the beginningP Copyright ® Boise Cascade Wood Products, L. L.C. 20/4 11 ESG 08/04/20/5 11 Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCI° Joist, i i 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 i the structure when correctly stored, installed and used according to our Installation Guide.a 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! j For closest r Boise Cascade EWP distributor/support center, call 1-800-232-078 , L 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 or Boise Cascade Company or its affiliates For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com Your Dealer is: If no dealer is listed, call 1-800-232-0788 QD Boise Cascade Engineered Wood Products Great products are only the beginningP Copyright ® Boise Cascade Wood Products, L. L.C. 20/4 11 ESG 08/04/20/5 11 1/2/2018 D B si hss B. P ofess o al ey 'on Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links I Sear Ro da r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Therma-Tru Corporation 118 Industrial Drive Edgerton, 01-143517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com 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. F, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_Otl.aspx Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLIS036 R2 Eauiv (b) Eauivalencv of Standards.odf 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 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 1 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 Il (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 150363.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 I1 (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 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes 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.Ddf 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 FLIS036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.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.Ddf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 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Product Approval Accepts: EMEl0E30 Credit Card Safe https://www.floridabuilding.org/pr/pr_appjtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, Fl. 33595 Phone 813.659.9197 Florida Board or 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 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 -15036.6 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 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. Signed & Sealed by Lyndon F. Schmidt, P.E. Jt%J1211offset$ Siqned & Sealed by CH/#s, Lyndon F. Schmidt, P.E. GENS T , No 43409 9 STATE OF :VJ Lyndon F. Schmidt, P.E. b P •: FL PE No. 43409 i • C O R 10.• N 10/16/2017 J%JWKQ 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. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. ctal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhong to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 37 S' MAX OVERALL WIDTH SWING`.-::::.:::: 2) Z z Z O LLJ 11J W UJ W a IU WOC W o > Q 5 O P OPERALI :;' :.DESIG.N...;PRESSURE•(PSF).. SWING`.-::::.:::: FRAME; ::._.:. EXTERIOR o 4.11" 3U' 29 TOP RAIL LATCH STILE 4Y 43 1.49" NY if _7 Clt SG >= 0.67) T 44 EXTERIOR INTI 21 p 17 CSINK L (TYP.) 20 i 17 INTERIOR EXTERIOR j 27 40 3 3 3 C 8 7 INTERIOR 40 EXTERIOR 10 U l 9 10 3 HORIZONTAL CROSS SECTION 3 Shown w/1 X sub -buck INTERIOR EXTERIOF o. E Z CL 19 C; U 8 INTERIOR OSS SECTION i - inswing INTERIOR EXTERIOR see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOR Shown w/1 X sub -buck EXTERIOR INTERIOR INTERIOR e IKE JAMB ASONRY OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to mointoin the min. is "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. CLEARANC-E`MlN:'C LEARANCE TO.MASONRY.----`- 10 -ADJACENT...'." MENT" . .. . .... . ... . . . . .. . .... ......... 777- L(i C4 MASONRY OPENING 04 2X BUCK - 3_7 rn o HINGE JAMB M TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF 6!' 4- L MASONRY TYP. HEADf11OPENING & JAMBS FRAME X 0; 2X BUCK0 MIL FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF iE X zo TYP. HEAD JAMBS iFE 0 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 tar joints, additional concrete anchors 4 CENTER" dimension are not exceeded. LgARANC.CLEARANCE; ANCHOR!': Eli W) HINGE JAMB MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and r%o <= 75 Der to T 4.56" N Co I-- 2.36' 8(j:)flHlAD 8 SIDE Jamb 2.20" Ti 4.63' _ M C 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' T A 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' N O WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.I S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 3NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56" N Co I-- 2.36' 8(j:)flHlAD 8 SIDE Jamb 2.20" Ti 4.63' _ M C 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' T A 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' N O R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No 9813 Product Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Category Sub Category Manufacturer Product Name ASTM D2843-99 Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 Phone 419.298.1740 Non -Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thenna 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 -15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929-96 ETC -01-741-10705.0 TAS 202-94 ETC -01-741-10593.0 TAS 202-94 TEL -06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. a4,, Ot t+tea:^ rl p Signed & Sealed by Lyndon F. Schmidt. E Signed & Sealed by o Lyndon F. Schmidt, P.E. No 43409 Lyndon F. Schmidt, P.E. STATE OF •:BOJ Q FL PE No. 43409 R , 1r, 10/16/2017 i 04ss e0 Nil F` V%J%JICJ Z -sic -Craft RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material Ecco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail 53.13" MAX. OVERALL WIDTH Z z Z o W o W W 2 W U- W JLL. J J Q J W WLU X O Qi O Eq a a Lj SG >= 0.67) LAILKKJK 4.11 U -L 42 TOP RAIL 43 LATCH STILE 1.49" 30f 1.46' Ep loml,-F-f+me ft^wr^s a ft &of 44 EXTERIOR 5" GLASS BITE EXTERIOR MIUMIKOIN G >= 0.42) e frame screws) is 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS SGLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE ANFU167* INTERIOR G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 INTERIOR EXTERIOR 0.15" C'SINK TYP.) IIONTAL CROSS SECTION Hing shown - inswing ipproved 6 6 6 S 5 5 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 7 40 SEE NO1 INTERIOR EXTERIOR 63 19 E0Z INTERIOR U -- t 60 61 SS SECTION nswing 4-" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHT' Water infiltration requirements s' • V. n A 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck 6: e o a d 63 19 E0Z INTERIOR U -- t 60 61 SS SECTION nswing 4-" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHT' Water infiltration requirements s' • V. n A 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck 6: Z CL: MI 7 — M za oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ging shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 (M INTERIOR SEE NOTE 1 INTERIOR... EXTERIORif 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thri Sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration AULLION OWN FOR FERENCE ONLY IORING hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. STRIKE JAMB 28 MIN: CLEARANCE MIN;..CLEARANCE TO MASONRY: ' .: TO.ADJACENT . NT: :...:.:.:....:: ::: ::..:...:.: :.. ANCHOR:..::::. @7 21' 4.. I MASONRY OPENING FRAME -/ 2X BUCK M OUTSWIN L INSWING M ouTSWI^ L INSWING 1" 1 N& 1 LATCH b DEADBOLT DETAIL I 1,I I I 1 SEE DETAIL 1 L zo TYP. HEAD — JAMBS M TYP. 01 r= F L TYP. — C N I SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I n 2 W) C4 rn N 1 HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) MASON OPENIN FRAN WA EE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry I X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension ore not exceeded. M I N., E A R A N C..f :MIN':.LEAR NCE. TO:-A'DJA'CENT... EDGE HINGE JAMB INSWING MM OUTSWING 0 27 L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Affo( strike as sh to11H SEE DETAIL 1 4. TYP. HEAD & ly JAMBS TYP. C E Nc LICK F YpTYP. N SILL EE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry I X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension ore not exceeded. M I N., E A R A N C..f :MIN':.LEAR NCE. TO:-A'DJA'CENT... EDGE HINGE JAMB INSWING MM OUTSWING 0 27 L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Affo( strike as sh to teI-- 2. N 2.17' --{ T- 4.63' 16 OUTSWING SIDELITE 3 BUMP FACE THRESHOLD I 2.59" Spacer 1.68" 2.14°Ci1.68" 5.75' 1.69" WVUU 14 1 114" INItKUtrI St'AUtK SIttL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI JRMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL STEEL 41 DOOR SKIN;.] 25!'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /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 I 66 67 3/16" X 2-3/4" PFH ITW CONCRETE SCREW 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL to teI-- 2. N 2.17' --{ T- 4.63' 16 OUTSWING SIDELITE 3 BUMP FACE THRESHOLD I 2.59" Spacer 1.68" 2.14°Ci1.68" 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 Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sldelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 1 "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 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) 0,`° t ^ r9 F a irrvle Lyndon F. Schmidt, P.E. 3. Calculations Prepared by opo`' • J'' 'I,'1''J°,Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) .o '.•`G N S:•. o yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. d o +;4Q9i / 4. Quality Assurance k ;• , "r> Certificate of Participation issued by National Accreditation and Management % Institute, certifying that Therma Tru Corporation is manufacturing products '•0 : ' within a quality assurance program that complies with ISO/IEC 17020 and '., STATE OF 11J Lyndon F. Schmidt, P.E. U o FL PE No. 43409o Guide 53. i'n•; ' \` 1 10/16/2017 Sheet 1 of 1 i#C`C :. *C341, o0 0eltusttr0t 0Wvv1%v 3sic-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 Ecco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not gents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS to pressures & general notes 71azina detail 68.5' MAX. OVERALL WIDTH DESIGN PRESSURE: PS .:;<::.: ; .-: G:::>: •. FRAME:;:,::.::....:::.;:::::.;:..:.::•:.:::: HO :::::::::::.::`: WIT WITH SURFS Z z N Z O LN ' W W = DIMENSION......................................................... pncirniF::•..:.. .: r_e rivF:::; . pnc rivF•:: :..ti W U- ce JU- J J Wce O O E) O i Q 1 A U Ll DESIGN PRESSURE: PS .:;<::.: ; .-: G:::>: •. FRAME:;:,::.::....:::.;:::::.;:..:.::•:.:::: HO :::::::::::.::`: WIT WITH SURFS DIMENSION......................................................... pncirniF::•..:.. .: r_e rivF:::; . pnc rivF•:: :..ti I Ex I LRIUR \77 4.11" T— zo T- Lil-L 2 42 TOP RAIL LATCH STILE 1.49" a; G >= 0.67) LALL T- HINGE STILE BOTTOM RAIL EXTERIOR INTEI 5" GLASS BITE 23 25 EXTERIOR z7,. INTERIOR 25 SG >= 0.42) e frorne screws) is 1.... L C' -3k 3k v 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE TEMPERED INTERIORGLASS 25 24 18 G I GLAZING DETAIL5insulatedglassw/ pvc lite frame 1/2" MIN. GLASS THK. 1 /011 TEMPERED GLASS AIR SPACF 1/8" TEMPERED GLASS EXTERIOR INTI 50 e: U L EXTERIOR 20 0.15" C'SINK TYP.) IIONTAL CROSS SECTION Hing shown - inswing approved 15' 0.1 s' ANK C'SINK P.) TYP.) 8 7 F INTERIOR X40 Y'nM SEE NOTE 1 M ) (50 1 EXTERIOR ilol T 12 SEE NOTI INTERIOR S EXTERIOR HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 0.1 s' 20 C'SINK TYP.) r 8 7 XTERIOR Q JTERIOR (in) /"-_' 1 (12) r L 63 19 z MW UINTERIOR Wfi 60 61 SS SECTION inswing Ule] EXTERIOR 4-- VERTICAL CROSS SECTION INTERIOR 5J Inswing configurationseegeneralnotes, sheet 1 z for "HVHT'-Water infiltration i requirements m INTERIOR e o •e , G o EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck 60 61) INTERIOR 7 8 o n • u '. o O L 63 19 z MW UINTERIOR Wfi 60 61 SS SECTION inswing Ule] EXTERIOR 4-- VERTICAL CROSS SECTION INTERIOR 5J Inswing configurationseegeneralnotes, sheet 1 z for "HVHT'-Water infiltration i requirements m INTERIOR e o •e , G o EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck 60 61) INTERIOR 7 8 o n • u '. o i -T Z 0- M C; SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved EXTERIOR Z I: 7W EXTERIOR SEE NOTE 1 (M J INTERIOR A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thrn sill at 4" in from e. INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration p p A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thrn sill at 4" in from e. INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration ANCHORING EE DETAIL 2 STRIKE JAMS FRAME ANCHORING HINGE JAMB Masonry 2X buck construction ers may be adjusted to maintain the min. 28 M OUTSWING 4AX ON CENTER" must be adjusted to L INSWING rtor joints, additional concrete anchors SEE DETAIL I N CENTER" dimension are not exceeded. MIN:: CLEARANCE; 'MIN::CLEARANCE: TO Z. M OUTSWING 0 L INSWING 2n Aln 27 TYP. HEAD & in 4" MASONRY JAMBS c4 Cq OPENING C> 10 FRAME TYP. C4N El U C; T0 2X BUCK Ui F TYP. C4 SILL EE DETAIL 2 STRIKE JAMS FRAME ANCHORING HINGE JAMB Masonry 2X buck construction ers may be adjusted to maintain the min. 28 M OUTSWING 4AX ON CENTER" must be adjusted to L INSWING rtor joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN:: CLEARANCE; 'MIN::CLEARANCE: TO Z. M OUTSWING 0 L INSWING 2n Aln 27 in 4" 63 DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 6SM66 i U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 majaF n 60NI IENIN, FRAM N SEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to mointoin the min. AX ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MtN.--.CtEARANCE:-- MASONRYTO to Ui HINGE JAMB LATCH & DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (OutsvAng) f:llilnaivqfjlll Attar strike; as s II I II III Ilii zo SEE DETAIL I 4. TYP. HEAD & JAMBS ZY TYP. 4 X C; EEto Lj SUCK IF TYP. SILL NN SEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to mointoin the min. AX ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MtN.--.CtEARANCE:-- MASONRYTO to Ui HINGE JAMB LATCH & DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (OutsvAng) f:llilnaivqfjlll Attar strike; as s N 2 2.12" 16 OUTSWING SIDELITE Spacer 2.14' 1.69" --j 5.75' rwvv cY I/-* 1 JICCL WOOD25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/2" 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 HEATHER -STRIP STEEL FOAM 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2" PFH SCREW STEEL PE 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 13116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL N 2 2.12" 16 OUTSWING SIDELITE Spacer 2.14' 1.69" --j 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 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: I. 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. Drawinq No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants. Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ,acot fFtc' crap Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is l. o e.2409 s manufacturing products within a quality assurance program that complies Z >t with ISO/IEC 17020 and Guide 53. 3 c'TA, =- OF : 1!t Lyndon F. Schmidt, P.E. J + FL PE No. 43409 C :: 1(} ``, \V a 10/16/2017 Sheet 1 of 1 5-0,n0`S a JUIU KJ ssic-Craft, ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. rct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes Is 74.5' MAX. OVERALL FRAME WIDTH z ZZ 3 Z O cU LULUx = W LU LL aJUL J J W o O0 b A a DESIGN•PRESSLIRE:;iPSF):.';.::;'::•:;::.: SWING;;:`.;:: :.:;;'•;:;:::;::FRAME;;.:::: WITHOUT:SURFACE."..-."...-.. ..::::•::•.::.,..:. WITH.-.SURFi MENSK.:::::::::••::-;::.;..;;:.:::.BOLTS:..•::: r:•'ri ir_'':. ei i;iTi'ie:•::• '•::•'iwirii•:ir::-•::: 1 2 LAK (SG >= 0.67) EXTERIOR 40 44 EXTERIOR 4.11" 30" IPt,.. 42 TOP RAIL 43 LATCH STILE 1.49" N T -- -- INTI 3 0.1 6, INTERIOR EXTERIOR MR -1 I ja`' INTERIOR Djra 1110 C) A EXTERIOR 10 U L 9 10 61 4 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck 4 A 4 A 4 INTERIOR EXTERIOR E L INTERIOR W CAICKIUK 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Woter infiltration requirements W.fERIOR E d o b. d a o o t a A 64 n E 111 wpr-•• —MMM4 00 INTERIOR x EXTERIOR 61 QVERTICAL CROSS SECTION v Shown w/l X sub -buck EXTERIOR INTERIOR cI AA p s 0 MASONRY OPENING 2X BU( comers moy be adjusted to maintain the min. BUCK ANCHORING I os "MAX. ON CENTER" must be odjusted to to mortar joints, odditionol concrete onchors IAX. ON CENTER" dimension ore not exceeded. MIN.C:LEARANCE.:MIN.CLFARANCE 0%ASONRY::.::: DMENT; ::...:.: :.:.. :.:......::....::..:... EDGE..*...".....:.:......ANCHOR iia° 2„ 4" I v U O O F FAIL TYP— 7, I SILL FRAME ANCHORING sonny 2 buck construction for DP <= 48 PSF L T ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to s to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN...CLEARANCE :MIN .:CLEARANCE: AIN::.:`:::..:.:...................:..:.:..........: .......... TO:.MA:SONRY::: ..::'TO: ADJACENTDMENT:...: :.:::.:::: :::..:...: :. :.:.::.. ..:.:....... AM 2n Nv MASONR OPENING FRAME—" 2X BUCK JAMBS ASTRAGAL II I I to REFERENCE ONLY SEE DETAIL SEE DETAIL TYP. 7. SILL — I lEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY i F FAIL TYP— 7, I SILL FRAME ANCHORING sonny 2 buck construction for DP <= 48 PSF L T ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to s to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN...CLEARANCE :MIN .:CLEARANCE: AIN::.:`:::..:.:...................:..:.:..........: .......... TO:.MA:SONRY::: ..::'TO: ADJACENTDMENT:...: :.:::.:::: :::..:...: :. :.:.::.. ..:.:....... AM 2n Nv MASONR OPENING FRAME—" 2X BUCK JAMBS ASTRAGAL SHOWN FOR — REFERENCE ONLY F SEE DETAIL TYP. 7. SILL — I DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF l) (64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) HINGE JAMB HINGE DE I I I I zo SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY F TYP. fAll SILL I FRAME ANCHORING sonry 1X buck construction for DP <= 48 PSF L T_ 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 . MIN: IAIN :.:`.:.:.......L ............: MI :.....:..:... TO•MASONRY, •: :.To'.ADJACENT.... EDMENT::` .`:. ::...:::..: .. ...... .::::...:.:..:... T MASONRY OPENING FRAME IX BUCK DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF U 64 DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 i U CjO HINGE JAMB 95.25' 8" 18.38" 20.a' 18.5' 14.W' 13 )TYP. 3.25' TYP. SEE NOTE 1 $ 1--0.06- `8 CV 0.13" ASTRAGAL DETAIL THQ(1W AT THF Tf1P A NIl TYP. 13 3.25' 7' 0.75" 19 yp HEAD 8 SI DE8E Jamb 2.2(Y'— Ti 20"— T 4.63" 0 Sigm—P FACE THRESHOLD LOW PROFILE 5.75' lEo h 33 SELF ADJUSTING SADDLE THREHOLD 4.56' 2.36' T o$ Co l L rrvvu WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI AMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15" MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. IEATHER-STRIP FOAM FEATHER -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 1-3141. STEEL STEEL 19 yp HEAD 8 SI DE8E Jamb 2.2(Y'— Ti 20"— T 4.63" 0 Sigm—P FACE THRESHOLD LOW PROFILE 5.75' lEo h 33 SELF ADJUSTING SADDLE THREHOLD 4.56' 2.36' T o$ Co l L 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 Cenificatc 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/ Sidelltes Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawinq No. Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) .%tt,b;1S009e,S• Lyndon F. Schmidt, P.E. 3. Calculations Prepared by eea<• c; :(.ai?r9t i Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) `0` ;.•'C• r i`: SF•T ei yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.N' ' Fac 43n 9 fr4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products -O % _ _ : L= within a quality assurance program that complies with ISO/IEC 17020 and S i r; i CE Qr Guide 53.4 Sheet 1 of 1 pis' :`c, .. R I 8 A 7 dna \ T Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 VVI%V sic-Craft SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone' (HVHZ). id spaced as shown on details. Anchor embedment to base material eco. t is required to be protected with an impact resistant covering that 3C. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the some as that shown for 2x buck s details of this drawing require further engineering analysis by a iitect. tol sill item #39 under active doors and all sills used under sidelites meet VHZ". 3 configurations using sill items #31 & #33 under the active door do not encs for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by on overhang or canopy such that the angle erhang to sill is less than 45 degrees. TASTE OF CONTENTS I aeneral notes detail 105.5" MAX. OVERALL FRAME WIDTH DESIGN.PRESSURE:-PSF.:.:'.•;`..:.;:.::::: SWING: ;:::..... FRAME ;::::;'. ` WITHOUT SURFACE.,"': ZZ N Z o t t7W BOLTS: '',..:," ::::: :.:.: BOLTS. D/CJTR'/C: : '•.;: AICr'ATl1/C":::• D/'1CJTI1/C :.z. '...A'llt:'..:.:.:." :.:::.::.::.:.. wz _ W w U_ cle JJ WtY O LU O Q ?C i < ib y a c o. DESIGN.PRESSURE:-PSF.:.:'.•;`..:.;:.::::: SWING: ;:::..... FRAME ;::::;'. ` WITHOUT SURFACE.,"': DIMENSION---::`-'.' BOLTS: '',..:," ::::: :.:.: BOLTS. D/CJTR'/C: : '•.;: AICr'ATl1/C":::• D/'1CJTI1/C :.z. '...A'llt:'..:.:.:." :.:::.::.::.:.. tAltKlUK \7 4.11 Lcl—fLYLL— D2 4Z TOP RAIL (FLATCH STllf 1.49" f T o 0.67) Jut= U., EXTERIOR 1 mitirumix /--"\ ltf)lTf)M RAII 11—N INTEF d SEE NOTE 1 5' GLASS BRE 23 25 EXTERIOR n, INTERIOR 25 iG >= 0.42) frame screws) is r'25 U 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 25 1. 08to I o F--1.53" --i rowro F r Wne 22 25 24 18 GI GLAZING DETAIL5insulatedglassw/ pvc rte frame zo tune ne Moe 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 1 !J,,,2 9 SEE NOTE 1 INTERIOR IWM- A EXTERIOR C'SINK TYP.) RIZONTAL CROSS SECTION wing shown - inswing —' approved 5 4 3 6 6 6 nb ad tical 31 ", A/) INTERIOR EXTERIOR TOTE 1 INTERIOR U0 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.1s, 20 C'SINK --{ TYP.) 8 7 EXTERIOR 40 INTERIOR 10 )__.U2 Cli MR -1 INI (I I O e o m v RIZONTAL CROSS SECTION wing shown - inswing —' approved 5 4 3 6 6 6 nb ad tical 31 ", A/) INTERIOR EXTERIOR TOTE 1 INTERIOR U0 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.1s, 20 C'SINK --{ TYP.) 8 7 EXTERIOR 40 INTERIOR 10 )__.U2 Cli 0 o o L INTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION S Shown w/1 X sub -buck n 4 VERTICAL CROSS SECTION EXTERIOR 5 Inswing configuration 62seegeneralnotes, sheet 1 for "HVHT' Water infiltration requirements 0 D o, D o o 61) INTERIOR 7 8 T M r^Za: o SEE NOTE 1 V EXTERIOR IERTICAL CROSS SECflON utswing shown - inswing ilso approved EXTERIOR 50 to z O U EXTERIOR SEE NOTE 1 l M N I W e ° n d ° E J INTERIOR o e s o• Zp CrA o Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 11) Outswing configuration I a . ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY MASONR OPENIN( FRAC, 2X BI I I 11 I ' I L I I SEE DETAIL 1,1„ I I I to Y I INS TYP. HEAD 4" its JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M TYP. ONLY i U ICK N F TYP. SILL SEE DETAIL BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction s comers may be adjusted to maintain the min. J as "MAX. ON CENTER" must be adjusted to to mortar joints, odditionot concrete anchors 4AX. ON CENTER" dimension ore not exceeded. 1IN.:::...' MIN.CLEARANCE . fMIN.. EARANCE DMENT TO:MASONRY -: TO ADJACENT.".- ANCHOR ::: I INS 4" its DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) U U DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL M N rn N j HINGE JAMB 12 10 HINGE A FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to arjoints, additional concrete anchors I CENTER" dimension are not exceeded. LVIN."C RANCE.': 'MI ..:C EARANCE' PEA .. ..... .... 1. -N'.. .: :.. -.: ADJACENT-. TO EDGE'. to LO04 4 L604 0 to L604 HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL 63 67 SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to arjoints, additional concrete anchors I CENTER" dimension are not exceeded. LVIN."C RANCE.': 'MI ..:C EARANCE' PEA .. ..... .... 1. -N'.. .: :.. -.: ADJACENT-. TO EDGE'. to LO04 4 L604 0 to L604 HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL 63 67 95.25' l.88" 18.38" 20.63' 18.5' 14.M' 13) TYP. 3.25' TYP. SEE NOTE 1 $ 0.06" to Ci r o 0.13" ASTRAGAL DETAIL THROW AT THE TOP AND TYP.13 1419 0 0 4.5' -[ ---- , 3.25' 7' 0.75' I—T 16 OUTSWING SIDELITESpacer 2.14" l 1.69"--1 Fff 77, 1_ 3I BUMP FACE THRESHOLD LOW P 2.15' --- 1.68" --I WOOD 22 1/8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC JCRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACICONCRETE NFORMING TO ASTM C90 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS JNER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD tN WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 80' L. X .25" THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/41. 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 66 3116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL I—T 16 OUTSWING SIDELITESpacer 2.14" l 1.69"--1 Fff 77, 1_ 3I BUMP FACE THRESHOLD LOW P 2.15' --- 1.68" --I 1/2/2618 Florida Building Code Online 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 Fb Product Approvaldb" USER: Public User mo Product Approval Menu > Product or Application Search > Application List > Application Detail Category r tTr-lts" Subcategory t., Compliance Method r' FL # r ' d; i, ;i Application Type Code Version Vis. !,{g'.. Application Status Quality Assurance Entity Comments i • v ; j; ' Archived Equivalence of Product Standards 4- Product Manufacturer Address/Phone/Email Sections from the Code Sysi':r• i: Authorized Signature Technical Representative s ' Address/Phone/Email iy' Quality Assurance Representative I• a 1. ;.:, Address/Phone/Email Category r tTr-lts" Subcategory t., Compliance Method r' FL15332-R4 Revision 2017 Approved i•] MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE 7 Validation Checklist - Hardcopy Received Y •,:r,.., a,..Y,a Y,G Referenced Standard and Year (of Standard) r ' d; i, ;i Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date i • v ; j; ' Validated By Equivalence of Product Standards 4- Certificate of Independence FL15332-R4 Revision 2017 Approved i•] MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE 7 Validation Checklist - Hardcopy Received Y •,:r,.., a,..Y,a Y,G Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards ta,`f• Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 hftps:/Anww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 immary of Products FL # I Model, Number or Name 15332.1 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No . Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Installation Instructions FLIS332 R4 II 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.udf at b d e n it a SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00498E.Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510805D.odf Created by Independent Third Party: Yes 4 Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" 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.odf Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 II 08-022SOC.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: V- 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.Ddf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use 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 Installation Instructions FLIS332 R4 II 08-00 0IE-ndf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.odf 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions U 0 1/5/2018 rApprorred'for4se.ip.H.VHZ:,.No Approved for i se,ouLsidelH,VHZ:'Yes FL15332 R4 Hf 08-00502E:Ddf Verified By; Luis Roberto Lomas;62514 ac Resistant. , Cheated by Indepen_dentk, 7 i' d_ Party: Yes IDesign PFeppt"Ve: N/A Evaluation Reports• O[her• R'EF Eit'TO APPROVAL DOCUMENT FOR DESIGN PRESSURE? FL15332''R4 AE'S1108'09D tidG c ad4n -irCreatedby'Independent Thlyd?Party:-Yes1RAT;I,NGS 15332.9 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.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510810D.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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 Ilcen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe hftps://floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgtHS572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBIl,TT1' 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. 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED 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 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, FOR ANCHORING INTO METAL STRUCTURE USE 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). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP. PX, XIP, PIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 1 NOTES ' 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS stev Jnr+ GATE PWIOvt9 A ADDED CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTINC 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION 'OETAlLS 06/20/17 R.L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96` X 80' NON—REINFORCEO NOTES f.A. 108-00498 V-" NT JATE 02/23/09 1 -- I OF 10 L R08ERro LOw,v P.E. 14.1:' NOOOFORO RO LEMSMLE, AC 27" 430460409 iawnASG* zwgv mm SIGNED: 06/20/2017 4-.T 5 ••*= E OF , EI1i tL`s FOR... G. E / jS ONAl.1 Luis R. Lomas P.E. FL No.: 62514 I FI HI 6" MAXI 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART p3 FOR NUMBER OF LOCATIONS REOUIREO 17" r D.C. r 6" MAX APPRM A 17" MAX D.C. O X 10" I W( REVISED PER NEW TESTING 10/29/13 AME ICHT 6" MAX r SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 Ilrx 79' 2 MAXIMUM O.L.O.: 44 &rx 74 y9 6" MAX r(1) FLAT MOUNTED NMIOLE SET (PART 999-04145) LOCATED 38 311' ON CENTER FROMPANEL 80TTOM B. (1)METALLIC TANDEM ROLLERS (PART #Mi 7-19$) AT EACH ENO OF PANEL BOTTOM PALLS NCV I OCSOtlPtgN DATE APPRM A ADDEO CHARTS 03/05/12 R.L. 8 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. CHARTn WHERE WATER INFILTRATM RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET. r Design preswre Chart (pso Fra re Single Panel and Total Farre Width (in) ht 30.0 360 1 420 1 48.0 60.00 ?200 81.00 9600 Pot Nag Pos Nag Pot Nog Pot Nag 800 40.0 55.1 40.0 j 482 1 40.0 1 43A 40.0 1 40.0 CHART n WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design preswre Chart (pSO Frame V9 Panel and Total Frans Wdth (n) Hoot 30.0 1 960 420 460 n) 60.00 1 7200 $4.00 1 9600 Pos I Nag I POs I NOS I Pot I Nag I PCs I Nag SAO 1 55.1 1 $5.1-1 482 1 48.2 1 43.4 1 43.4 1 40.0 1 40.0 CHART 03 Number of anchor locations requ(rod Freme S0610 Panel and TOW AWM Width (n) Height 30.0 360 420 460 n) 60.0 720 81.0 960 H8S I Jamb I H45 IJSm0I M&S IJ41mbiS Jomb 80.0 4 5 5 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON—REINFORCED ELEVATION wAwlt (Mc Na. F.A. 08-00498 W-" NTS I d"t 02/23/09 —2 OF 10 L ROaEArO LOMAS P.E. 14M WOODFORD RD LEWtSVUE. NC 2= Aw-w,m ra9n l26wb urar.o M SIGNED: 06x20/2017 1E NIO' 9'i STAT SE OF ; oe<OR10P 1ONA1L\` Luis R. Lomas P.E. FL No.: 62514 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART d4 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX r MAXD.C. C r —{ 6' MAX 6' MAX 17' MAX O.C. 80- f- MAX FRAME HEIGHT 6' MAX C:NYRT L Nambw of aneYror roclucas ro0Wr40 MI WINDOWS AND DOORS LLC Shmo Rawl aew Teed liV NMIh (1n) Q x a C:NYRT L Nambw of aneYror roclucas ro0Wr40 MI WINDOWS AND DOORS LLC Shmo Rawl aew Teed liV NMIh (1n) 650 WEST MARKET STREET JOA JSO l Ito Has Amb N65 Amb Ag& AaPRO40 5 S 5 SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER COCATKIN TA SILL OESIGNPRESSURERATING IMPACTRATING SEE CHART e4 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS Of AND 02 SHEET 2 FOR OTHER UNITS RATWW NOTES. 1 MAXIMUM PANEL SIZE: 46 Pr.78' 2. A41XlMUMO.LO.:44Wx74SV If N.ARDWARE SCHEDULE A (1) FLAT MOUNTED HANDLE SET (PART 099-04.145) LOCATED 36 3/4- ON CENTER FROM PANEL EIOTTCVU t)METALLIC TANDEM ROLLERS (PART *99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS F.A. WALI NTS SIGNED. 06120/2017 MI WINDOWS AND DOORS LLC o11111III/ / 650 WEST MARKET STREET n oca 6P11oN alt AaPRO40 A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTNG 10/29/13 R.L. C ADDED FIANCE AND FIN IPMAl1ATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED. 06120/2017 MI WINDOWS AND DOORS LLC o11111III/ / 650 WEST MARKET STREET R'. LOA, GRATZ. PA 17030 J 6 pENq- 61 xSERIES420SGO 96' X 80'NONREINFORCED FINFIN ELEVATION o r jo ff/k5 EpTAT OF sv ore wo aLv 08-00498 E 11,11111110?``` Lula R. Lomas P. F M 02/23/09 S7-3 OF 10 LROMPTOLOMASPS. 147?WOODFORD RO LEMSVALE. NC 27027 44666-0609 mr»,us,rsPe,,00,,, FL No.: 62514 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR NOTES: I. INTERIOR AND EXTERIOR FWISHES SYOT HERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SET IN 1/2" MIN. APPROVED SEALANT RDA901+S 010 WOOD SCREW EDGE DISTANCE WOOD FRAMING RLv otscmvlloe a1E APPaM MIN. TIENT A ADDED CHARTS D3/05/12 R.L B REWSED PER New TESTING 10/29/13 R.L W000 FRAMING 1 3/8' MIN. MENT9 C ADDED FLANGE AND TTN INSTALLATIONS 12/06/13 R.L. OR 2X BUCK BY OTHERS D REIASED INSTNIATION DETAILS 07/30/15 R L E REVISED INSTALLATION DETAILS 06/20/17 R.L MAX. SHIM 010 WOOD SPACE EMBEDMENT SHIM SPACE T---- I INTERIOR 1/2' MIN. EDGE DISTANCE r-- 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR NOTES: I. INTERIOR AND EXTERIOR FWISHES SYOT HERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. TIENT MIN. STANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON—REINFORCED FRAME INSTALLATION DETAILS CKMM OIW N0. F.A. 08-00498 orae NTS 0" 02/23/09 —4 OF 10 L ROSERTO LCAW P.E. 1412 WOODFORD RD LEWISVLLLE. NC 27= AN -6954M d3masfwtatnaw oom SIGNED: 06/20/2017 0/ /, 6$51 • +t STATE OF ,•41 O R10r?: S ONA `L0\`` 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 EXTERIOR 1/4' MAX, SHIM SPACE IMS OR DRILLING v INTERIOR ALL TO BE SET IN L BED OF 1PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL. STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTNEAS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM E2112 T_ 1/2' Mil EDGE DISTA L 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS L" I are AFPMV D A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN WS ALIATIONS 12/06/13 R.L. 0 REVISEO INSTALLATION DETAILS 07/30/15 Rd. E REVISED WSTAUATION OETAILS08/20/17 R.L. iv ne JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 95' X 80" NON—REINFORCED FRAME INSTALLATION DETAILS F.A. 1 08-00498 ssAlt NTS 02/23/09 1 ;Ur5 OF 10 L R08ERTO LOAKS P.E. KM WOOOFORO RO LEWISVILLE. ACV= 43468&0009 mac" SIGNED: 0612012017 Sft. to G E N.9e- 'p i 61251 *S FSTATEOOp Luis R. Lomas P.E, FL No.: 62514 1 1/2' MIN 1" MIN. RLWSONs REoCSORIPTW CATE APPROVED SEPARATION EDGE DISTANCE A ADDED CNARTS 03/05/12 R.L. B REWSED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. a '• "• 1 i/4• MIN. e. . ' •; EMBEDMENT 0 REWSED INSTALLATION DEfA6S 07/30/15 R.L. CONCRETE/ 1 1/4" MIN, EMBEDMENT E I REVISED INSTALLATION DETAILS 06/20/17 RL MASONRY BY OTHERS 1/4• MAX. SHIM SPACE OPTIONAL 1 X BUCK 1 /4' MAX. TO 8E 1 SHIM SPACE PROPERLY SECURED i MIN. EDGE INTERIOR SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCON3. MIN i EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN:a A BED OF APPROVED SEALANT 3/16' TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETE/1144SONRYINSTALLA71ON BY OTHERS SECURED SEE NOTE 3 SHEET 1 1 1/4' MIN. NOTES: 1. EMBEDMENT INTERIOR AND EXTERIOR FINISHE$BYOTHERS. NOT SHOWN FOR CL4RITY. a'.. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 SIGNED: 08202017 2 7/6• MIN 1' MIN. MI WINDOWS AND DOORS LLC LLturru, SEPARATION EDGE DISTANCE 650 WEST MARKET R• LOp VERTICAL CROSS SECTION STREET GRATZ. PA 17030 g r •p E N SF9s i CONCRET&MASONRYINSTALLATION SERIES 420 SGO 0 5 * = 96' X 80` NON—REINFORCED ca= FRAME INSTALLATION DETAILS$TAT Of oaAwN oMc wo. REV 08 E/// 1NA1L?\`` s NTS °` 02/23/09 51° LT68 OF 10 L ROBERTO LOIA4,S P.E. 1432 WOODFORD RD LEW15VUE, NC 27027 Luis R. Lomas P.E. 43&686460 m Nwrawv=m FL NO.: 6251 4 WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW 0 FRAMING R 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4• MAX. SHIM SPACE 10 WOOD SCREW 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 JOIfVT SEALAJJT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I 12 1 3/8• MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREWS IE SET IN APPROVED SEALANT WOOD FRAMING OR 2x BUCK BY OTHERS MIN. HENT MIN. 1 J15UNCE 1 /4• MAX. SHIM SPACE 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 DPAMIt v c NO. F.A. 1 08-00498 W-41 NTS I D"h 02/23/09 s"W7 OF 10 L ROBERTO LOMAS P.E. 1432 W000FORD RD LEWMKLE NC Z= 4sa6664m 'RomaseNwn3w com SIGNED. 06/2012017 0: 0 5 ••* o TATE OF ; v'L OR10P Luis R. Lomas P.E. FL No.: 62514 0c5cRFr" DATE APPRM 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. 1 /4• MAX. SHIM SPACE 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 DPAMIt v c NO. F.A. 1 08-00498 W-41 NTS I D"h 02/23/09 s"W7 OF 10 L ROBERTO LOMAS P.E. 1432 W000FORD RD LEWMKLE NC Z= 4sa6664m 'RomaseNwn3w com SIGNED. 06/2012017 0: 0 5 ••* o TATE OF ; v'L OR10P Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS J10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 110 SMS OR SELF ORILUNG SCREW INTERIOR ILL TO BE SET IN 4 BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. wTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND.00WT SEALANT SY OTHERS TO BE DESIGNEO IN ACCORDANCE WffH ASTM E21 I2 L 1/2' MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS M CATE I APPROV0 ADDEO CHARTS 03/05/12 RR.L. REV= PER NEW TESTING 10/29/13 R.L. FC ADOEO FLANGE ANO FIN INSTALLATIONS 12/06/13 RLREVISEDINSTALLATIONOEAILS07/30/15 R.L REVISED INSTALLATION OETAILS 06/20/17 R.L JAMS INSTALLATION DETAIL METAL. STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS F.A. 08-00498 sate NTS 02/23/09 —8 OF 10 L AMRTO LOMO P.E. 14= NOOOFORO RD LEWISVILLE. NC 27= 43/-0418L6" tn&Sl &wwp. cyan SIGNED: 0620/2017 J\ 5\ t1 11ILI0A, ii GENSF9s MAYO OF • a islONA l`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN 1 • MIN. DESCRIPTION s WTE APPROV ySEPARATIONEDGEDISTANCE A ADOEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.La . •' 1 1/4' MIN. C ADDED FUMICE AND FN INSTALLATIONS 12/06/13 RL EDEMBEDMENT0REVISINSTALLATION DETAILS CONCRETE/ ! • A • • 1 1/4- MIN. 07/30/15 R.L MASONRY —1 EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R. BY 1/4' MAX. OTHERS _[ SHI SPACE OPTIONAL 11XBUCK /4' MAX. TO BE SHIM SPACEPROPERLY1• v SECURED MIN. INTERIOR SEE NOTE 3 EDGE SHEET 1 _ DISTANCE . 3/16' TAPCON EXTERIOR INTERIOR ElMIN ' SEPARATION ;, a'. 3/16" TAPCON EXTERIORSILLTOBESETIN A BED OF CONCRETE/MASONRY 3/16' TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEJMASONRYWSTAL ATION TO BE PROPERLY MASONRY/ SECURED BY CONCRETE SEE NOTE 3 SHEET 1 OTHERS NOTES. I. INTERIORANO EXTERIOR FINISHES• BYOTNERS NOT SNOWN FOR CLARITY. e .• • 4 a. I /4 MIN. 2PERIMETERANDJOINT SEALANTOY0774MTOBE OESCGNEO IN ACCORDANCE WITH ASTM E2112e•' . EMBEDMENT SIGNED: 06/20x2017 MI WINDOWS AND DOORS LLC At1 IIII/,/ 2 7/8' MIN 1' MIN. 650 GRAZ. MPAK17030REET rJ\S\CElYs 9s% EDGE DISTANCE FvSEPARATION SERIES a20 SOD 1r- VERTICAL CROSS SECTION 96' X 80' NON–REINFORCED o * FLANGE INSTALLATION DETAILS `* , TAT OFCONCRETElA4LSONRYLNSTALLATION Off•. DRAM UK No. acv i F<ORLO; • ouc 08-00498 E/0/ONAt E G• NTS 02/23/09 1-9 OF 10 ///IIIA I%%L\\ 4 N321YUOl1FOR0 RDAOHEREWM 4uE NC 274"Lu13 R. Lomas P.E. LE/aSw 4304 a w" FL No.: 62514 WOOD FRAMING .{ 1/4- MAX BY OTHERS I I SHIM SPACE @8 WOOD SCREW INTERIOR 114 - MIN, EMBEDMENT APPROVED SEALANT4-- BEHIND FIN Li EXTERIOR 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL w000FRAMWGOR2X8UCKWSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND1 1/4' MIN• qe w000 EMBEDMENT W000 FRAMING BY OTHERS INTERIOR SCREW FIN 1/4. MAX. HOOK STRIP 7/16- MIN, EDGE DISTANCE EXTERIOR 1/2' MIN. EDGE DISTANCE REVtSgnS OCSCRW110N WTE APPROYM ADDEO CHARTS 03/05/12 R.L. KMSEO PER NEW TESTING 10/29/13 R.L. ADOEO FIANCE ANO FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAILS 07/30/15 R.L REWAO WSTALLATION OETAILS 06/20/17 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE J BY OTHERS HOOK STRIP SHIM SPACE #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLiTOV FOR SILL INSTALLATION SEE SHEETS 4A. NOTES: I. INTERIOR AND EX7ER*R FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21/2 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT S10 CREWOOD 11 PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BU00WOOD FRAMING a 1 1/4" MIN. EMBEDMENT r 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96' X 80' NON—REINFORCED FIN AND HOOK INSTALLATION DETAILS QRWKIore no F.A.08-00498 scut NTS I 0"1 02/23/09 s"w l O OF 10 L ROOERTO LOMAS P.E. 14M V4000FOW RD LEwISvRLE. NG.7= 43&4"409 Iaalw$vramav*AwM S1GNE0: 06110/2017 to GENS t•9'P'y o $I ATATH OF illlSfONA u``. Luis R. Lomas P.E. FL No.: 62514 RLvmoNs REV Ocscft 10N DATE APPROVED A ADDEO FLANGE AND FW INSTALLATION 12/10/13 R.L. . NOTES: 8 REVISEO INSTALLATION DETAILS 08/03/15 ILL I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C REVISED INSTALLATION DETAILS 06/21/17 P- REOUIREMENTS OF THE FLORIDA BUILDING CODE. L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 wTTH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN t.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS THICK MINIMUM SIGNED: 06121/2017048' 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP. PIX MI WINDOWS AND DOORS LLC Itlllllrn/ 650 WEST MARKETtoSTREET `\ JENS'lGRATZ.PA 7130 \ SERIES 420 SGO REINFORCED WITHOUT ADAPTER*• a 6coax 96N X 96• ENOTESTAT Of LimTABLEOFCONTENTS SHEET N0. DESCRIPTION 1 • OoAAwN: orc NO. REV '``c.•. 'e4OR10?• V.L S • • V 1 NOTES 08-02249 • sr" NTS 4"lt 10/30/13 Tt OF 10 C , 7S/0NA11E* N 2 — 3 ELEVATIONS LRWRTOLO"ASP:E. 4 — 10 INSTALLATION DETAILS lMvV00OPOWROLEW*V4LEAIC2= Luis R. Lomas P.E. ANam-NN ^ .mm FL No.: 62514 6' µAX17' 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO MAX O.C. -{ I I I 6' MAX I 30.0 36.0 420 4A0 h) 60.00 7200 8400 06.00 Pas N09 p Pas NOV Pas Nap 640 17' MAX 66.0 q411:.040.0 55.2 40A 43.0 39.4 394 O.C. 40.0 52.4 .4 40.0 40.606.0 no 16' T - 4 6 5 8 6 6 8 LAX AME IGHT 6' MAX 08.0 4 6 S 6 8 6 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATWG IMPACT RATING t35.OPSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 fir x 95' 2. MAXIMUM D.L.D.: 44 SH' x 90 So' 1 FLAT MOUNTED HANOLE SET (9904.145) AT 36 314' ON CENTER FROM PMIEL I METALLIC TANDEM ROLLERS (99-17-195) AT EACH ENO OF PANEL BOTTOM R/ UtANUM6063•76 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS cHARrit WHERE WATER INFIL TRA TION RESISTANCE IS REOUIRED. Design pressure chart (pso Frple Saab Pants 60 Tata) Rano %A= (h) I 30.0 36.0 420 4A0 h) 60.00 7200 8400 06.00 Pas N09 p Pas NOV Pas Nap 640 40.0 56.4 .9 80.0 45.7 80.0 420 66.0 q411:.040.0 55.2 40A 43.0 39.4 394 920 40.0 52.4 .4 40.0 40.606.0 no 40.0 49.8 .1 36.4 J8.4 35.0 35.0 CHART d2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I DeSI9n pressure chart (per non Shpt Panel and Total Rema WdW (in) mal J0.. J6.0 420 46.0 60.00 7200 0400 96.00 Pas I Nap as Nap Pas I Hop I POs N49 840 58.4 58.4 50.9 50.9 45.7 45.7 42.0 420 80.0 552 552 48.0 48.0 43.0 43.0 39A 39.4 020 524 52.4 .5.4 -;3A 40.8 40.6 37., 37.1 no 49A 49.8 43.1 .3.1 36A 384 35.0 35.0 cNART a 000WPnow AWED FLANGE AND FIN INS ALLAM4 REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET CRATZ. PA 17030 SERIES 420 SCO REINFORCED WITHOUT ADAPTER 96` X 96' ELEVATION V.L.08-02249 WA, NTS a"TE 10/30/13' -2 OF 10 L AMATO LOWA$ P.E. rot' WOOOFORD Ao LEWZSVUE. M; 27027 a7+666a6o9 rOamaQiabrnasyo4+om WE APPROOD) 12/10/13 ILL. 08/03/15 R.L. 06/21/17 R.L. SIGNED: 06212017 Ilk1 I ILIO4,,,,' TAT SE OF ONA 1oE G\\`` Luis R. Lomas P.E. FL No.: 62514 Number or anchor 1448 Vans ro0ulned Front S>ro10 Faro) and Total Frame VAM (h) Hwgft 30.0 1 360 420 1 40.0 lhi 60.0 1 72.0 "A N:S 1 Jamb 1 NOS Jomb NAS I Jamb 96.0 Nis Jo Mb 040 4 6 5 8 6 6 8 8 08.0 4 6 S 6 8 6 8 6 020 4 6 1 5 1 8 6 6 8 6 00.0 4 6 5 6 6 6 6 6 000WPnow AWED FLANGE AND FIN INS ALLAM4 REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET CRATZ. PA 17030 SERIES 420 SCO REINFORCED WITHOUT ADAPTER 96` X 96' ELEVATION V.L.08-02249 WA, NTS a"TE 10/30/13' -2 OF 10 L AMATO LOWA$ P.E. rot' WOOOFORD Ao LEWZSVUE. M; 27027 a7+666a6o9 rOamaQiabrnasyo4+om WE APPROOD) 12/10/13 ILL. 08/03/15 R.L. 06/21/17 R.L. SIGNED: 06212017 Ilk1 I ILIO4,,,,' TAT SE OF ONA 1oE G\\`` Luis R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH ZREOVIREID HOR PER LOCATION dl JAMBS RT j4 MBER OF LOCATIONS r6' MAX I 17MAX D.C. 6 MAX 6' MAX 17' MAX D.C. 96' MAX FRAME HEIGHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILL ANCHORS PER LOCATION EXTERIOR VIEW SEE CHART /4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.0PSF NONE SEE CHARTS #1 AND 02 SHEET2 FOR OTHER UNfrS RATINGS 11A 10) FLAT MOUNTED HANDLE SET (99-04-1451 AT 38 304• ON CENTER FROM PANEL BOTTCeeI ALL PANEL RCV DCSCFwnvm bac Nwaorm A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAIS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE: 48 I r x 95' 2 M4XOKI7M D.L-O.: 44 y8' x 90 5$ CHART a4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION WK. fowc Na V•(- 08-02249 C scut NTS °'TC 10/30/13 S11 T3 OF 10 L R08ERTO LOr4A,4 P,E. 1472 NOODFORO RO LEN7SV4LE. NC 27021 4A"w4w SIGNED: 06/21!2017 a A(,? STTA ATT#rE OF - a— i0 i Fs •. 0R10 . S ONA110a` Luis R. Lomas P.E. FL No.: 62514 Numbar o/anehor loaarlonvmqulraa' Aul. Ob Panol ono TOCd UIu Wldlh (in) ISM 70.0 36.0 420 1 460 h) 60.0 720 "0 960 H&S I JImO I H4S Jamb HSS Jimb HE Jamb 84.0 4 6 15 6 6 8 8 6 a0.* 4 6 5 6 8 8 8 6' 920 4 6 5 6 6 6 6 6 90.0 4 6 5 8 8 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION WK. fowc Na V•(- 08-02249 C scut NTS °'TC 10/30/13 S11 T3 OF 10 L R08ERTO LOr4A,4 P,E. 1472 NOODFORO RO LEN7SV4LE. NC 27021 4A"w4w SIGNED: 06/21!2017 a A(,? STTAATT#rE OF - a— i0 i Fs •. 0R10 . S ONA110a` Luis R. Lomas P.E. FL No.: 62514 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: r. INTERIOR AND EXTEROR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT LIN. CVVG VgIANCE RE oESCWvrom DATE A ortO A ADDEO FLANGE ANO nN INSTALLATION 12/10/13 R.L B RfISEO INSTALLATION DETAILS 08/0J/t5 R.L L R0 SM INSTALLATION DETAILS 06/21/17 IR,L 1 3/8• MIN, LL1... 1 /4• MAX, EMBEDMENT I SHIM SPACE T- I INTERIOR 1/2• MIN. EDGE DISTANCE kp SM7 _ flo WOOD SCREW EXTB WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS KWD FRAMING OR 2K BUCK INSTALLATION 1/2- MIN. MI WINDOWS AND DOORS LLC EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBEQMENT BY OTHERS I 1/4• MAX. GRAft V.L. SHIM 10 WOOD SPACE SCREW 08-02249 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: r. INTERIOR AND EXTEROR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT LIN. CVVG VgIANCE RE oESCWvrom DATE A ortO A ADDEO FLANGE ANO nN INSTALLATION 12/10/13 R.L B RfISEO INSTALLATION DETAILS 08/0J/t5 R.L L R0 SM INSTALLATION DETAILS 06/21/17 IR,L 1 3/8• MIN, LL1... 1 /4• MAX, EMBEDMENT I SHIM SPACE T- I INTERIOR 1/2• MIN. EDGE DISTANCE kp SM7 _ flo WOOD SCREW EXTB WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS KWD FRAMING OR 2K BUCK INSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 11111rIIp 650 GRATZ. ST PA 17030 KEr REET J`ENS'-f SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS 0 51 os - p TATE OF • IGRAft V.L. oI1C rq. NEv o.•'o pR10T;•? i sf sc c OAK 08-02249 C NGS NTS I 10/30/13NAsNOTr4OF10 11F` LROBERTOLOM4SAE, 14= N'OODFORD RD LENaSv41E, NC 27027 Luis R. Lomas P.E. aJU-656 NN" '0wnx56wI&n3$p'.mm FE No.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE I 1/4- MAX, Q I r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR II II • II II INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATTON NOTES.- I. OTES. I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS 708E DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT T- 1/2' MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS OLscRvlall alE vvaovco A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 RME0 INSTALLATION -DETAILS 06/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L 1/a- MAX. r SHIM SPACE JAMS INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED: OW 1/2017 MI WINDOWS AND DOORS LLCR+1I/////// n/ 650 WEST MARKET STREET GRAT2. PA 17030 J 5 , , , O,Ij i gS cENSv F cor SERIES 420 SGO REINFORCED WITHOUT ADAPTER 9TA L 96' FRAME INSTALLATION DETAILS 1*• ETAT Of La= olGrrs owc No. O . G`kscA V.L ScOR1C; T 08_ 59 OIIIAli11``` NTS 10/30/13 OF 10 ILAOSERrOLOMASAE 14=Wo00FOR0RO LEwtSvuF- NC 27x9 Luls R. Lomas P.E. 4344W -MW .a„nM6*% „ty,oa„ FL No.: 62514 1 1/2' MIN 1' MIN, I. SEPARATION EDGE DISTANCE I ati NN 6CSCAwTaM DATE APPROVED A ADDED FLANGE AND FlN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/13 R.L. C REVISED WSTAuAT10N DETAILS 06/21/17 R.L. 1 1/4' MIN. a ; 4-- EMBEDMENT 1 1/4' MIN. CONCRETE/ t EMBEDMENT MASONRY BY OTHERS 1/4- MAX. SHIM SPACE OPTIONAL 1 X BUCK 1/4' MAX 1' SHIM SPACE TO BE MIN. . r INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 3/16' TAPCON MIN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN 2!n A BED OF a APPROVED SEALANT 3/16- TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRETE# MSONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 4'--F NOTES., a, 1 1/4- MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a• : ' . ' EMBEDMENT NOT SHOWN FOR CLARITY. n ;• 2. PERIMETER AND JOINT SEALANT BYOTNEASToSE Q ' • • A OESIGNEO IN ACCOROANCE WrTH ASTM E2112 SIGNED: 06/21!2017 MI WINDOWS AND DOORS LLCMIN111I1Iu,I, DISTANCE 650 MPAK1 030REET RENO' 9 i SEPAMIN RATION EDGE GRATZ, WEST J\5 VERTICAL CROSS SECTION SERIES 420 SOO REINFORCED WITHOUT 'ADAPTER ir• 0 6 CONCRETEUASONRYINSTALLATION 96' X 96' FRAME INSTALLATION DETAILS 0+ TAT OF oRArw owc "o• LF•40R10:• REv V•L. 08-02249 C x/ SSS/OMAI Sous NTS "c 10/30/13 6 OF 10 I11lIIIll1VlV L• ROSERrOLOACAS P.E. 14= W0000WO RO LEW6vWA NC -IV= FL Luis R. Lomas P.E. 4f&d69.0609 i bn vroom No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK I EMBEDMENTBYOTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4 MAX. SHIM SPACE 810 WOOD SCREWS EXTERIOR Uj UJ INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA TON NOTES: I. INTEMOR AND EXTERIOR FINISHESS, BYOTNERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BV OTHERS TO SE DESIGNED IN ACCORDANCE KIM ASTM E2112 f0 BE SET IN OF VED SEALANT MIN. AIENT 1 3/8" MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS DESCRPTON aT¢ 1POROVO A ADDED FLANGE AND FW 1NSTALLATON 12/10/13 R.L. 8 REVISED INSTALLATION oETARs 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 /4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL W000 FRAMING OR 2X 8" INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS Oft I ore ra I e V.L 08-02249 uA1t NTS 10/30/13 w7 OF 10 L ROSERIO LOMAS P.E. II.iT WOOD M RO LE-SVILLE NC V= 4,U -68S -w" A mtc L .00m SIGNED. 06/2112017 RI I to4fO4fi OENSF9'I'i 051 ••:= 0 TrOF •u j it : 40RIOl: G;` Luis R. Lomas P.E. FL No.: 6251 a 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4, MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRU C7URE INSTALLATION NOTES: 1. INFERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARIFY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 TO BE SET IN BED OF PROVED SEALANT L 1/2" MIN. EDGE OISTAN< 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS M" I cesempro" I ale I AMWa W A ADDED n AMCE ANO FIN INSTALLATION12/10/13 R.L. 8 REVISED DMA1.1ATION DETAILS OD/03/15 R.L. C REVISED INSTALLATION DETAILS 106/21/17 ILL. JAMB INSTALLATION DETAIL METAL STRUCTURE NISTALLAnON SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 01111HI11 650 WEST GRATZ. MPAK17OSTREET SERIES 420 SGO REINFORCED WITHOUT ADAPTER>Ar• F- 0 5 96 " FLANGE INSTALLATION DETAILS qD • TAT OF 4r oau.ea Ove Ao. ii'r'e`•'o<DR10T:• is`rIONAIovc 08-02249 C E G\ NTS 10/30/13 =8 OF 10 11111111110 LRDBERTOLOwA&PE. 4= w000A0R0 RO LEMSvaiE. AfC 2mza Luis R. Lomas P.E. N4"osos ,uspe+o uy,mm FL No.: 62514 1 1'/2• MIN. 1 • MIN. atrmonsSEPARATIONEOCEDISTANCE CATE APvaoVEO A ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS OB/OJ/IS R.L. 1 1/4' MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L. CONCRETE/ "' °: ' • EMBEDMENT MASONRY 1 1/4` MIN. 6Y OTHERS 1/4• MAX, EMBEDMENT OPTIOSHIM SPACE NAL ' 1X BUCK TO BE •' _ 1/4' MAX. PROPERLY 1• a I SHIM SPACE SECURED INTERIORSEENOTE3MIN. `' SHEET 1 EDGE DISTANCE 3/16" TAPCON Fol i v, EXTERIOR3 •: aINTERIORMIN, SEPARATION SILL TO BE SET IN v ' A BED OF ` TAPCON3/16• TAPCON91 1 APPROVED SEALANT 3/16* 01. EXTERIOR CONCRETE/MASONRY MASONRY/ BY OTHERS JAMB INSTALLATION DETAIL CONCRET&INASONRYWSTALLATIONCONCRETEOPTIONALTXBUCKBYOTHERSTOBEPROPERLY SECURED SEE NOTE 3 SHEET 1 F NOTES: 1 • INTERIOR AND EXTERIOR RNISMES, BY OTHERS• EMBEDMENT NOTSHOKNFORCLARITY. 2. PERIMETER ANO JOWT SEALANT SY OTHERS TO SEe' OESOVED INACCORDANCE KITH ASTM E2112 SIGNED: OW 1/2017 2 7/e' MIN. I' MIN, MI WINDOWS AND DOORS LLC tttlllrllSEPARATIONEDGEDISTANCE650WESTMARKETSTREETNL' 5 it'• 0 VERTICAL CROSS SECTION GRATZ. PA 17030 = J 9F d+ NCRfrAsavarwSTAcuTrory SERIES 420 SGD REINFORCED WITHOUT ADAPTER *• FIANCE INSTALLATION DETAILS gip. TAT OF )r o 08-02249 REV SS/OR1OG` seA NTS 01c 10/30/13 s"aT9 OF Nk 10 //1 HA11E\\\` L ROVERMLOMASP.E. 1{7z w000r•ORO AO LEw+Svu Nc 77077 Luis R. Lomas P.E. s' Ese oEos ffl&n"vk* w "wft FL No.: 62514 WOOD FRAMING 1/4' MAX BY OTHERS I r SHIM SPACE K7---- A I MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL KCOO FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOO FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. EXTERIOR -== PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY,CONCRETE 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS4EOG;E 2 MIN. DISTANCE DISTANCE TRIM 1 3/8' MIN. INTERIOR EMBEDMENT HOOK STRIP HOOK STRIP Rcasars REV ccScapw" an .PPROVO A ADDEO FLANGE AND FW INSTALLATION 12/10/13 R.L EXTERIOR 8 REVISED INSTALLATION DETAILS 06/03/15 R.L 06r2WO17 C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. MI WINDOWS AND DOORS LLC TRIM a IIIIIIIIII, i5 lk.. 0 F i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1 1/4' MIN. INTERIOR 96' X 96' NAILFIN rg HOOK IMSTALLATION DETAILS EMBEDMENT MASONRY/CONCRETE BY OTHERS i'Fs' P(ORIQI: NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-175. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM t5 RFOUigFO 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/OVERHUNG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS MIO 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 OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS MIO ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF Ga0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048- THICK - MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS T N0. DESCRIPTION I NOTES 2 ELEVATION 9 INSTALLATION DETAILS avti ors 0c5cRw110r1 MME APVRIVED A ADDED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED HLwGE INSTALLATIONS 12/06/13 R.L. 0 ' REVISED WSTA.ATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 06,22/2017 MI WINDOWSDOORS LLC R IItoMARKET650WESTS GRATZ, PA 17030 AVOENSF.f ir• f 66tt,ee' 0SERES430SGO 143' x 80' NOTES REINFORCED oA , $TAYeOF' OF•'c ORIC* • CRAwk arc Ia. aLv F.A. 08-00502 E SiV N OIIIA1l1\\ R. Lomas P.E. NTS 00c 02/23/09 sHocT 1 OF 9 LROBERTOLOMA,SP.E. R0 LEW14= WOOOFQaRO *'V .LE, NC Mn7707 a+aaeow anss(e amsro..oxn FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART J3 FOR NUMBER OF LOCATIONS REOUIRED 6" MAX -- t D.C. 6' MAX O.C. I I 6' MAX L 17' MAX 80' O.C. MAX RAME T- I L. 6' MAX SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE R1T7NO IMPACT RATING s40.0PSF NONE SEE CHARTS #I AND i2 FOR OTHER UNNrS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/r' x 79' 2. MAXIMUM0.LC:4d3Wx74&r MARO WARE SCNEOULE FLAT MOUNTED HMOLE SET (99.04-145) AT 36 ata' FROM PANEL METALLIC TANDEM ROLLERS (9$47-195) AT EACH ENO OF PANEi e %r.*NS Frai a Haight in) Single Panel and Total Framo Width (in) DLscaolM BATE APPR m ADDED CNARTS 03/06/12 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 RL CHART01 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure chart (psry Frai a Haight in) Single Panel and Total Framo Width (in) 30.0 36.0 420 47.7 90.00 106.00 126.00 14300 Pas I Nog Pas L Nog I Pos I Heg I Pos FNeg 80.0 40.0 54.9 40.0 1 48.0 1 40.0 1 432 1 40.0 1 40.0 CNARr+2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (psi) Frame Single Panel and Total Frame Width (i) . 30.0 36.0 420 47.7 teight in) 90.00 108.00 126.00 113.00 Pos Nag Pos Nog Pos I Nog Pas Nog 80.0 549 54.9 48.0 1 48.0 1 43.2 1 43.2 1 40.0 40.0 CHART Q Number o1 anchor lot ationsrequlrod Frame Single Panel and Total From Width (in) Height 30.0 1 3G0 1 4zo 47.7 in) 90.0 108.0 126.0 143.0 HdS Jamb HISS JamO N6S Jamb I H&S I Jamb 80.0 5 5 1 7 1 5 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" z 80' NON REINFORCED ELEVATION F.A. 08-00502 E I' -'ZZ NTS I o"rz 02/23/09 -2 OF 9 L RMERT0 L WKS P.E. NM NaDOOFiGRO RO LEWISIMLE NC 270.•1 Aw-w-609 4museftmapvam SIGNED: 06/22/2017 l LID,',' J -yam 61AAf4 zFS: a<ORIO Luis R. Lomas P.E. FL No.: 62514 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHONN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SET IN APPROVED 10 WOOD MIN. SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/22/2017 1/2' MIN. MARKET 1REET650 GRMPA70 GAZ. REr140ns SERIES 430 SGD143" EDGE OISTANCE TFRAFRAMEINSTALLATIONDETAILS DESCRV 01 MTE •PPR m O . s• ilOR10; •?: oaArla A ADDED CHARTS 03/06/12 R.L. F.A. 08-00502 E 8 REVISED PER NEW TEsnNo 10/15/13 R.L W000 FRAMING 1 3/8" MIN. MEMBE ENT FL No.: 62514 C ADDED FLANGE wvAuATIONS 12/06/13 R.L. OR 2X BUCK BY OTHERS 0 REVISED INSTAWITION DETHLS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 RL MAX. SHIM X10 WOOD SPACE SCREW _ 1 3/8" MIN. 1/4• MAX. EMBEDMENT$HIM SPACE7r EXTERIOR INTERIOR I 1E D MIN. __[:yEDGEDISTANCE INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHONN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SET IN APPROVED 10 WOOD MIN. SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/22/2017 Ml WINDOWS AND DOORS LLCIIIIIIIIII/ MARKET 1REET650 GRMPA70 GAZ. J: RENp9. N yot * SERIES 430 SGD143" x 80' NON REINFORCED TFRAFRAMEINSTALLATIONDETAILSaX13TAT E OF O . s• ilOR10; •?: oaArla REV F.A. 08-00502 E isjs/ONAL E G ILII I t111 R. Lomas P.E. scu> NTS a>F 02/23/09 SET 3 OF 9 LAMRTQL0A4S''E' LutsI4MK=0F0R0 R0 LEW15V4LE. NC7702J 434460Q09 dow"S&Awna"clom FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OA SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE EXTERIOR 1/4• MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED 4LANT 1/ 2• MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHER NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 RC4SK 5 RLV ocScaviw are AVPAM 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 RMALLATION DETAILS 08/05/15 R.L 1/4• MAX E REVISED INSTNAATION DETAILS 06/22/17 1 ILL 1 SHIM SPACE L_ I 1/2• MIN. EDGE DISTANCE I- INTERIOR I ff==rt 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EMRIOR 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 FRAME INSTALLATION DETAILS oRWK. oMc no. F.A. 08-00502 scut NTS °AK 02/23/09 —4 OF 9 L.R08ERTOLOM" P.E. 1432 WOODFORD AD LEVASVILLE. NC 27011 u+6asoco9 Arnu161sbmay orn SIGNED: 06/22/2017 J\ 5 1 1111L OA,. D 51 •• * =_ sDME OF• a— rjs MA Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON RLv6ans 1 1/2- MIN. 1' MIN, REV oLscRVIgN oaf pPRO m SEPARATIQN EDGE DISTANCE A ADDED CHARTS 03/06/12 RAL 8 REVISED PER NEW TESTING 10/15/13 R.L. a 1 1/4' MIN. C ADDED FLANGE INSTALLATIONS 12/06/t3 R. 1 1/4' MIN, EMBEDMENTD REVISED INSTALLATION OETAllS 08 t5 R.L.OR.EMBEDMENT 1/4- MAX / / a• • _ L SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L, I r MIN. EDGE :. , v DISTANCE INTERIOR 1/4' MAX. SHIM SPACE .. 3' o3/16' TAPCON MIN. SEPARATION v • , EXTERIOR INTERIOR • a'• 3/16' TAPCON ' EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK COA/CRET&AASONRYINSTALLATION BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET I MASONRY/ CONCRETE 8Y OTHERS 1 NOTES: I 1/4" MIN. EMBEDMENT 1. INTERIORAND EXTERIOR FINISHES. 8YOTHERS NOT SHOWN FOR CLARITY, 7 PERIMETER ANO JOINT SEAL NT BYOTHERS TO SE DESIGNED W ACCORDANCE WITH ASTM E2112 2 7/8' MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY INSTALUT tON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430 SGO 143" It 80' NON REINFORCED FRAME INSTALLATION DETAILS oRArx: owc No. F A• 08-00502 NTS ° TE 02/23/09 S'5 OF 9 L ROAERFO LOMAS P.E. 14W WOODFORD RP LEW/SYCLE, NC 27M 1344of-aw '1QnS0O+pnurpuc0m SIGNED: 06x=017 51 RI I ILIO4f i p T OF • a- F'' c ORLOP • ? . Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEQMENT 1/4- J' MAX. SHIM SPACE 1 3/8- MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE INTERIOR 110 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8- MIN, EMBEDMENT 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND O ERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CL1 RITZ! 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INAOCORDANCE WITH ASnW EZ112 WOOD FRAMING OR 2X BUCK BY OTHERS 1/4- MAX, SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80* NON REINFORCED FLANGE INSTALLATION DETAILS DRAM o oc No F.A. 08-00502 VALE NTS I pA" 02/23/09 sNOcl6 OF 9 L AOWATO LOA S P.E. 14V WOODFO W 40 LEWISMUE. NC V= 430488-009 t0x u 4wAomaspw n, SIGNED: 0&2WO17 01111111/// 0 o s SO T' AT ivLc i F 'c OR10P• '': j/IONA, I aV`. Luis R. Lomas P.E. FL No.: 62514 RLvmoRs Rp ocscaw11a1 arc APPRaw A ADDEO CHARTS 03/06/12 R.L 6 REVISED PER NEW TunNG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION OETNLS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80* NON REINFORCED FLANGE INSTALLATION DETAILS DRAM o oc No F.A. 08-00502 VALE NTS I pA" 02/23/09 sNOcl6 OF 9 L AOWATO LOA S P.E. 14V WOODFO W 40 LEWISMUE. NC V= 430488-009 t0x u 4wAomaspw n, SIGNED: 0&2WO17 01111111/// 0 o s SO T' AT ivLc i F 'c OR10P• '': j/IONA, I aV`. Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. I EDGE DISTANCE r METAL STRUCTURE BY OTHERS 1/4- MAX SHIM SPACE 110 SMS SELF DRILI Sc METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FWLSHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WfTN ASTM E21 T2 L TO BE SET IN 3E0 OF APPROVED LLANT ACKSIONS r0D 0cScRvn N DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGEINSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4- MAX E REVISED INSGLLATION DETAILS 06/22/17 R.L r SHIM SPACE 1,2- MIN. CEDGEINTERIOR DISTANCE 110 SMS OR aSELFDRILLING 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 SGO 143' x 80- NON REINFORCED FLANGE INSTALLATION DETAILS DRAWX Q/AC N0. F.A. 08-00502 s<ALr NTS 02/23/09 s;rrT7 OF 9 L AOMATO LOM.tS P.E I4V vV000FORO RD LEWISVILLE. NC 27M 43&&" Dens Avusomwwweom SIGNED. 06/22/2017 1R. I to r •.GENSa 9`I' p , TATE O' OF•'c OR10P • ? SjS•NA ` 1E? G` Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY ADDED CHARTS 03/06/12 R.E. BY OTHERS 8 a' • 1 1/4" MIN. C EMBEDMENT 0 OPTIONAL 1X BUCK REVLSEO INSTALLATION DETAILS 06/22/17 1 R.L TO BE INTERIOR r7 PROPERLY x NON REINFORCES SECURED 1/4- MAX SEE NOTE 3 SHIM SPACE SHEET 1 oF• \ 3/16- TAPCON EXTERIOR 11 11 11 11 11 11 INTERIOR 3/16* TAPCON MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCAETSUASONRY 11(STALLATION 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 1 1/4- MIN. EMBEDMENT 1" MIN. EDGE DISTANCE EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 J JAMS INSTALLATION DETAIL CONCRETE/MASONRY INSTALL nON NOTES. REV RO 610N$ e[SCRpn011 We APPRQ4W 2 PERIMETER ANO JOINT SEALANT SYOTHERS TO BE A ADDED CHARTS 03/06/12 R.E. 8 REVISED PER NEW TESTING 10/15/13 RL MAX, SHIMHIM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVLSEO INSTALLATION DETAILS 06/22/17 1 R.L J3 INTERIOR r7 EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 J JAMS INSTALLATION DETAIL CONCRETE/MASONRY INSTALL nON NOTES. I. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS. NOTSHOWN"CLARRY. 2 PERIMETER ANO JOINT SEALANT SYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 MI AND LLC T 650WESTMARKKETOORS STTR ET aI1L GRATZ, PA 17030 ENS SERIES 430 SOD 4TAIGOF0 x NON REINFORCES FLANGE FLAN143' I80" NSINSTALLATION DETAILS O oF• \ auWN. owe Ra 08 REV E OR10Q;• NAl1FoG SCALE NTS WE 02/23/09 T82 OF 9 LROiGERTOLOMASRE 14=W000FORORDLEMSVILI AfCs7o29 AN4=460 Luis R. Lomos P.E. FL No.: 62514 1 5/8" MIN, EDGE OIST. TRIM d ' d 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE --7 BY OTHERS IX BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP — 1/2" MIN. EDGE DISTANCE L SCREW DRILLING PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. Z. PERIMETER AND JONT SEALANT BY OTHERS TO BE DESGNEO IN ACCORDANCE WITH ASTM EZ 112 1 3/8" MIN. EMBEDMENT 510 w000 SCREW EXTERIOR io PANEL INTERLOCK NOOK STRIP INSTALLATION 2X 8UCK"000 FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS ortaft arc wp F.A. 08-00502 srw NTS o`er 02/23/09 S'- 9 OF 9 L ROBERTO LOI[A.S P.F. I4V WOODFORD RD LEWISVOAA AeC:7= 4iA-680am dbMne lomitAwc m SIGNED: 06/22/2017 IL/061 C,EAfg*: p i o 5 •*= TATE OF F'F OR10 • A, l//jT/0NA 11\ C` Luis R. Lomas P.E. FL No.: 62514 R.rSOG eN ocxMp xw our: APPRQVW A ADDED CFWtTS 03/06/12 R.L 8 RCgSOD PER NEW TESnNG 10/15/13 R.L C ADDED FLANGE ttmAL xnortS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION OETARS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE L SCREW DRILLING PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. Z. PERIMETER AND JONT SEALANT BY OTHERS TO BE DESGNEO IN ACCORDANCE WITH ASTM EZ 112 1 3/8" MIN. EMBEDMENT 510 w000 SCREW EXTERIOR io PANEL INTERLOCK NOOK STRIP INSTALLATION 2X 8UCK"000 FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS ortaft arc wp F.A. 08-00502 srw NTS o`er 02/23/09 S'- 9 OF 9 L ROBERTO LOI[A.S P.F. I4V WOODFORD RD LEWISVOAA AeC:7= 4iA-680am dbMne lomitAwc m SIGNED: 06/22/2017 IL/061 C,EAfg*: p i o 5 •*= TATE OF F'F OR10 • A, l//jT/0NA 11\ C` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION Of COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD OURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS—MOM FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00NOTREOUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEOMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. OWE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33(51 OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS NO. DESCRIPTION NOTES ELEVATION NIESCIp now I atE I APPMM 1 A ADOED CHARTS 03/06/12 R.L B RENSED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE NSTALIATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC L1L111111,, 650 WEST GR TZ. MPAK17030REET SERIES 430/440 XIX SGO 143' x 96' REINFORCED NOTES i•FS IORLOT; G ORWK. F.A. owc I>Lv 08-00503 E OU E11` Luis R. Lomos P.E. sous NTS 02/23/09 slaiT 1 OF 9 L R08EA1`040AW AS 1412 WOOOFOAO NO LEWI.SV>r.LE. NC27X3 ANzee m +u aam.ro,e,,, FL No.: 62514 6' MAX - 6' MAX T- 1 17" MAX O.C. 96' MAX FRAME HEIGHT 6' MAX 143' MAX FRAME WIOTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REOUIREO 17' MAX r 6" MAXO.C. SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE., 48 VY x 95' 2. MAXIMUM D.L.O.: 44 311' x 90 Se' 37 314• PANEL FROM OF(ERKM FACE OF OPERABLE PANEL INTERLOCK Ram A I ADDED CNARIS X SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE., 48 VY x 95' 2. MAXIMUM D.L.O.: 44 311' x 90 Se' 37 314• PANEL FROM OF(ERKM FACE OF OPERABLE PANEL INTERLOCK CHART r2 WHERE WATER INFILTJLtTION RESISTANCE IS NOT REOUIREO SEF NATE a CYCCT t Ossa n pressure Chart (psi) Ram A I ADDED CNARIS HOOK 30.0 I 780 420 V 47.7 8 REVISEO PER NEW TESTING 90.00 90000 12&00 14300 Pos I Np Pos I IJP Pos Nap Pas Nap 640 C ADDED FLANGE INSTALLATIONS 660 600 800 54.8 54.6 .0.9 48.9 45,0 45.0 0 REVISED INSTALLATION DETAILS 59.6 59.6 51.T 51.7 40.1 46.1 423 423 CHART et E REVISED INSTALLATION DETAILS WHERE WATER INFIL I RATION RESISTANCE IS REOUIREO SEE NOTE 9 SHEET l Design premro chart (p So Fane 51'g4 pbw W4 T66l AW -M WI6R1 (cl) V 0114 70.0 1 36.0 420 1 47.7 90.00 loaoo t2&oo 1.t.00 Pos Np Pos I No0 Pos Np Pos Nap Ko 40.0 60.0 I 40.0 1 57.9 40.0 52.0 40.0 460 99.0 40.0 e0.0 1 40.0 1 54.6 -Z-0-78-9 0.0 450 920 IDA 59.8 1 40.0 1 51.7 10.0 I6.t 400 423 90.0 40.0 1 56.e 1 40.0 49.0 400 -73 -7 70 -0 70.0 CHART r2 WHERE WATER INFILTJLtTION RESISTANCE IS NOT REOUIREO SEF NATE a CYCCT t Ossa n pressure Chart (psi) Ram Shgb Pmol aw T0at1 F1Wto vA=(„) HOOK 30.0 I 780 420 V 47.7 90.00 90000 12&00 14300 Pos I Np Pos I IJP Pos Nap Pas Nap 640 600 1 600 570 570 520 520 48.0 48.0 660 600 800 54.8 54.6 .0.9 48.9 45,0 45.0 020 59.6 59.6 51.T 51.7 40.1 46.1 423 423 90.0 56.61 50.6 1 410 490 431 43.T 40.0 400 cmARrr1 Number a/snNw loCauoner"ulrea F wo Sno Fbw ub Tow Frame WWI% (n) FbbN 70.0 360 420 47.7 we 108.0 126.0 7430 N49 AMD N65 Amb N6S Amb I N6S IJamb 840 0 6 7 8 b 6 9 0 eRo 7 8 7 e e 6 9 8 920 7 6 7 6 6 8 9 6 06.0 T 8 7 8 e e 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 08-00503 sem NTS oATE 02/23/09 'U2 OF 9 L ROBERTO LOWkS P.E. 1437 WOODFORD AD LEWJSVR.LE NC 270.+7 3+•Gd;IO609 .awnrs muxy,.e,,, atE APPRDJEO 03/06/12 I'LL 10/15/13 R.L. 12/06/13 R.L. 06/05/15 R.L 06/22/17 R.L. SIGNED. 06/22/2017 ft. to S" TA-fiJ407 :.c I,' s0MO. O Illl Luis R. Lomas P.E. FL No.: 62514 X10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR cwc v wrur c VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARRY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KI TN ASTM E2112 1 3/8" MIN. EMBEDMENT 1 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. HENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE 1/2" MIN. EDGE OISTANCE W000 FRAMING 1 3/8" MIN. OR 2X BUCK EM9MENT BY OTHERS L 03/06/12 4c --j B SHIM X10 WOOD . SPACE SCREW ADDEO FIANCE INSTALLATIONS X10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR cwc v wrur c VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARRY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KI TN ASTM E2112 1 3/8" MIN. EMBEDMENT 1 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. HENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS oaiA>ne orc Mo. F.A. 08-00503 sant NTS °"IE 02/23/09 1 SHM 7 OF 9 L ROBERTO LOMAS AF- 4=WOOOFM RD LEv4SVUE. NC 27629 4N4&%"9 qar mm SIGNED. 0622l2017 6261 • x _ TATE OF • + S ONA 11E G`\ Luls R. Lomas P.E. FL No.: 62514 MASONS acv ocscwvnow AT[ PPaorm A ADDED CKARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FIANCE INSTALLATIONS 12/06/13 R L 0 REVISED INSTALLATION OETNLS 00/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS oaiA>ne orc Mo. F.A. 08-00503 sant NTS °"IE 02/23/09 1 SHM 7 OF 9 L ROBERTO LOMAS AF- 4=WOOOFM RD LEv4SVUE. NC 27629 4N4&%"9 qar mm SIGNED. 0622l2017 6261 • x _ TATE OF • + S ONA 11E G`\ Luls R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE EXTERIOR is OR IRILLING Iry I CrI fUR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE VVSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTNEAS. NOT SNOWN FOR CLARTIY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOADANCE W?NASTM E2112 LTOBESET IN X0 OF APPROVED 1LANT 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. rSHIM SPACE INTERIOR EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS ORAM: OwG N0. F.A. 08-00503 V^L NTS I a''E 02/23/09 ISHM4 OF 9 L ROBERTO LOMAS P.E. I47z WOODFORD RD LEKISVULE, NC TQT7 AW J.Ofi09 rriorr raaso. mm SIGNED: 0612WO17 J S1 R I IC 0'///. cEN4s 9s' 0 51 T A OF ' j•ONA 11E 6` Luis R. Lomas P.E. FL No.: 62514 REveAa6 Kv OESUUP" DATE APPRM A ADDED CNARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALLAT10Ns 12/06/13 R.L. 0 REVISEO INSTALLATION OETNIS 06/05/15 R.L. E REVISED INSTALLAmN DETAILS 06/22/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS ORAM: OwG N0. F.A. 08-00503 V^L NTS I a''E 02/23/09 ISHM4 OF 9 L ROBERTO LOMAS P.E. I47z WOODFORD RD LEKISVULE, NC TQT7 AW J.Ofi09 rriorr raaso. mm SIGNED: 0612WO17 J S1 R I IC 0'///. cEN4s 9s' 0 51 T A OF ' j•ONA 11E 6` 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 4 . 4 , . 1 1/4' MIN. 4 ••' ' EMBEDMENT 1/4' MAX. SHIN SPACE I rF 3/16' TAPCON EXTERIOR 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 1 1/4' MIN. EMBEDMENT 4•' 005CFWnIOII 2 7/8'• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION R.L. CONCRE'r&MA$ONRY INSTALLATION REVISED PER NEW TESTINC I_ 1/4' MAX. ISHIM SPACE JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1• INTERIOR AND EXTERIOR FINISHES. SYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT 8Y OTHERS TO 8E DESIGNED IN ACCORDANCE WITHAST111 E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96' REINFORCED FRAME INSTALLATION DETAILS oAwm. tort rw. atv F.A. 08-00503 E sort NTS 02/23/09 —5 OF 9 L ROHERTO LOMAS AE. 14= WOOOFDRD RD LEWISVILLE NC ZMn 43&6"460 41amaseownispacom SIGNED: 06/2212017 GENSao:P' a 5 •= A OF ; saxw F' FZORIOP • js/ oNAi1%\\G\ Luis R. Lomas P.E. FL No.: 62514 w%Is*ms 005CFWnIOII LATE APP*QVW ADDED CHARTS 03/06/12 R.L. F1) REVISED PER NEW TESTINC 10/15/13 R.L. ADDED FIANCE INSTAUATIONS REVISED INSTALLATION DETAILS 12/06/13 08/05/15 R.L. R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1• INTERIOR AND EXTERIOR FINISHES. SYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT 8Y OTHERS TO 8E DESIGNED IN ACCORDANCE WITHAST111 E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96' REINFORCED FRAME INSTALLATION DETAILS oAwm. tort rw. atv F.A. 08-00503 E sort NTS 02/23/09 —5 OF 9 L ROHERTO LOMAS AE. 14= WOOOFDRD RD LEWISVILLE NC ZMn 43&6"460 41amaseownispacom SIGNED: 06/2212017 GENSao:P' a 5 •= A OF ; saxw F' FZORIOP • js/ oNAi1%\\G\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATM NOTES. I. INTERIOR ANO EXTERIOR FINISNES, SYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS ollWrc . F.A. 08-00503 V` NTS IWE 02/23/09 50LT6 OF 9 L ROBERTO LONKS P.E 14M WOODADRO RD LEM4SVILLE NC 2702J 667.0609 bM&l..c. SIGNED. 06/22/2017 1R. o 5 -•%G NSF;P 0 51 •• pQEOF: 0Ft%D x ONA ` 1E\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. REWPORS EDGE DISTANCE REV OESCMP110N SATE APPROW0 A ADDED CHARTS 03/06/12 R.L T B REVISED PER NEW TESTING 10/15/13 R.L. FRAMING 1 3/8- MIN. EM ENT G ADDED FLANGE INSTALLATIONS 12/06/13 R.. RR 2X BUCK BY OTHERS 0 REVISED INSTALLATION DETAILS 08/05/15 R.L 1 3/8- MIN. 1/4- kW. E REVISED INSTALLATION DETAILS 06/22/17 RL1/4- EMBEDMENT SHIM SPACEIFMAX. SHIM SPACE r INTERIOR III 10 WOOD 1/2- MIN, EDGE DISTANCE SCREW EXTERIOR INTERIORay10WOOD SCREW 410WOOD SCREW SILL TO BE SET IN aABEDOFAPPROVED SEALANT DOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK MSTALLATov BY OTHERS 1 3/8- MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATM NOTES. I. INTERIOR ANO EXTERIOR FINISNES, SYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS ollWrc . F.A. 08-00503 V` NTS IWE 02/23/09 50LT6 OF 9 L ROBERTO LONKS P.E 14M WOODADRO RD LEM4SVILLE NC 2702J 667.0609 bM&l..c. SIGNED. 06/22/2017 1R. o 5 -•%G NSF;P 0 51 •• pQEOF: 0Ft%D x ONA ` 1E\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS I/2" MIN. EDGE OISTANCE rA I tf'llUhl nv cnlvn 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 ACCOROANCE WIT)l ASTM E2112 1/4' MAX, SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT L_ 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF ORILUNG l SCREWS 1 METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 062212017 RCA90 S R ISTMARKETEET KV ocsow7m MTt I --mwvm A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 RA- E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 062212017 ORS `LCMIWIN650OWSANDOSTT R ISTMARKETEET to GRATZ. PA 17030 GEIYs- 1s;% 0 51SERIES430/4x0 XIX SGO t43" x 96" REINFORCED ef 7FLANGEINSTALLATIONDETAILSp • TAT Of i'oFS;°COR\CT; uurx owC No. Atv OS -00503 E Y,' j/ 7001WE Luis R. Lomas P.E. V-41 y1hNTS 02/23/09 7 OF 9 LROWRTOLOAIASP.E. 14nW000FOROROLEMSVU6.lxn0M 43&6$"M 4wusV&*nwpvAo. FL No.: 6251a 1 1/2' MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS -- 1' MIN. EDGE DISTANCE EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETE/MASONAYWSTALCAT/ON INTERIOR 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE I" MIN, EDGE DISTANCE ° MIN. SEPARATION ° 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 11/4* MIN. EMBEDMENT I' MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 levmora a a oesccavlaN an vweovm AOOEO CHARTS 03/06/12 R.L. 1 1/4• MIN. 10/15/13 R.L. EMBEDMENT 12/06/13 R.L. REVIWO INSTALLATION DEWLS 08/05/15 OPTIONAL 1X BUCK VITOBE R.L PROPERLY SECURED E NOTE 3 M SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETE/MASONAYWSTALCAT/ON INTERIOR 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE I" MIN, EDGE DISTANCE ° MIN. SEPARATION ° 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 11/4* MIN. EMBEDMENT I' MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 levmora 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR amrry oesccavlaN an vweovm AOOEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADOEO FIANCE INSTALLATIONS 12/06/13 R.L. REVIWO INSTALLATION DEWLS 08/05/15 R.L. REVISED INSTALLATION oETAILs 06/22/17 R.L J 4:1D JAMS INSTALLATION DETAIL CONCRETE/MASONRYWSTALL 770N NOTES: 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR amrry 2 PERIMETER AND JON? SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 SIGNED -706422-2017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ, MPAK17030REET 0uuulllii J S REN. A, /,,, G S"; .Jr it• e 6 *? v/k5 : TAT E OF 44, p SERIES 430/440 XIX SGO 143" 96" REINFORCED FLANGE INSTALLATION DETAILS i.Ss% A1,OR10 ONAi1E Fmk VK No. 08-00503 E scut NTS °"t 02/23/098 OF 9 LAMRIOLOMA,SPE. Ia2ZW000FORDRDL0VdV¢LENC27= 4U-68041109 rbryp®alyrww mm Luis R. Lomas P.E. fl No.: as P 1 5/8- MIN. EDGE OIST. TRIM —` INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1/2- MIN, 1 1/4- MIN. 1113CRPTION CATs APPROVED AXED CHARTS EMBEDMENT R.L, REVISED PER NEW TESTtNC 10/15/13 R.L. IX BUCK BY OTHERS. 12/06/13 R.L. 1X BUCK TO BE PROPERLY SECURED 08/05/15 R.L. REVISED INSTALLATION OETAILS EXTERIOR —2--V --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT SCR WOOD SCREW EXTERIOR aw PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK40000 FRAMING REV**NS 1/2- MIN, METAL STRUCTURE 1113CRPTION CATs APPROVED AXED CHARTS 03/06/12 R.L, REVISED PER NEW TESTtNC 10/15/13 R.L. ADDED RANGE 11MA.IATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION OETAILS 06/22/17 R.L. NOTES: 1/2- MIN, METAL STRUCTURE EDGE DISTANCE BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W 7W ASTM E2112 STRIPHOOS10 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC OWWNC W SCREWPANEL SERIES 430/440 XIX SGO INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE oRAw.t orc r+o. NOTES: I. WTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W 7W ASTM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC R•• L0/// 650 WEST MARKET STREET GRATZ• PA 17030 N' GENSFgp'_ SERIES 430/440 XIX SGO z *• o 143" x 96" REINFORCED HOOK INSTALLATION DETAILS Sy O ` o TATE OF • oRAw.t orc r+o. Rtw i O'` FS;cIORIO; : F.A. 08— y000503 E oAlcNTS 02/23/09 9 Of 9 L ROBERTO LOWS P.E. 472 NOOOFORD RD LEWISVRLE• NC 27027 Luis R. Lomas P.E. s No.: 62514 IF Professional Regulation r SCIS Home I Log In I User Registration I Not Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I search dbor®Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL * Application Type Code Version Application Status Comments Archived FL9174-R12 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Mark Garon Mark_Garon@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 Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE -46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eouiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL * Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing Installation Instructions available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-P8 5 odf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Supplement Chart sianed Ddf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp sinned pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF Evaluation Reports Created by Independent Third Party: Yes FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 1112 11 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sinned pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection S or) sianed odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report FL 9174 PDF door. 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 Installation Instructions Approved for use in HVHZ: No FL9174 1112 II 0230-318960-P10 S Ddf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart Maned.pdf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp sianed odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0231-318996-P6 S Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Trach Supplement Chart sianed Ddf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp signed odf Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF door. 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.odf FL9174 R12 lI 307494 P11 Track Supplement Chart sinned odf FL9174 R12 It 324620 P16 Jamb Connection SuoD sinned pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Repot - FL 9174 PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 11 319040 PI Post (stall Instructions signed.DdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: FL9174 1112 II 324620 P16 Jamb Connection SUDD signed.pd Created by Independent Third Party: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Evaluation Reports Created by Independent Third Party: Yes FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Evaluation Reports Created by Independent Third Party: Yes 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 Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 If 0232-318999-P6 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection SUDD signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120/ 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 li 307494 PI Track Supplement Chart signed.Ddf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.pdf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL917474 R12 II 319040 PI Post Istall Instructions sioned.odf Design Pressure: +30.00/-33.50 FL9174 1112 II 324620 P16 Jamb Connection SUDD signed.pd Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 15120 / 9100 #0237 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 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0237-319025-P7 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 319040 P1 Post Istall instructions 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 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0600 -319026 -PS S.Ddf FL9174 R12 11 307494 P11 Track Supplement Chart Mgned.pdf FL9174 R12 11 324620 P16 Jamb Connection Supp sloned.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 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 15120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.14 15120/5140/6100/9100/9400/9600 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. FL9174 R12 II 307494 P11 Track Supplement Char FL9174 R12 lI 324620 P16 Jamb Connection SUnn Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 If 0602-319028-p6 5 odf FL9174 R12 II 307494 P11 Track Supplement Chart signed odf FL9174 R12 It 324620 P16 Jamb Connection Supp signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W132017-001112 Evaluation Reoort - FL 9174 PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 lI 0603-319029-p6 c odf FL9174 R12 lI 307494 P11 Track Suoplement Chart signed odf FL9174 R12 II 324620 P16 lamb Connection Sinop sinned 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 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24' Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.16 15120/5140/6100/9100/9400/9600 0605 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. Installation Instructions FL9174 R12 II 0604-319030-P6 S.pdf FL9174 R12 lI 307494 P11 Track Supplement chart signed_odf FL9174 R12 II 319040 PL Post Istall Instructions sinned odf FL9174 R12 II 324620 P16 Jamb Connection Suan scan 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 18' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0605 -319031 -PS c odf FL9174 R12 lI 307494 Pll Track Supplement Chart signed odf FL9174 R12 11 324620 E16 Jamb Connection SUDD signed• )df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Regort - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing0606availableIntoporIntermediatesection. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.18 15120/5140/6100/9100/9400/9600 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: Installation Instructions FL9174 R12 If 0606-319032-P7 S odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 Pl Post st II Instructions sianed.odf FL9174 R12 11 324620 P16 Jamb Connection Supp sinned 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 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 11 0609-319035-P6 S odf FL9174 R12 II 307494 P11 Track S unolement Char ig end odf FL9174 R12 II 319040 P1 Peet Istall Instructions sianed odf FL9174 R12 lI 324620 P16 Jamb Connection Supo sign d odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Back Next Contact Us :: 2601 Blair Stone Rued. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 4SS, F.S. must provide the Department with an email address If they have one. The emits 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: Credit Card Safe Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #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 Approved for use outside HVHZ: Yes FL9174 R12 II 0608-319034-P5 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9174 R12 11 0607-319033-P6 S.Ddf FL9174 R12 11 307494 P11 Track Supplement Chart slaned.Odf FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Design Pressure: +25.90/-28.80 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 Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Next Contact Us :: 2601 Blair Stone Rued. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 4SS, F.S. must provide the Department with an email address If they have one. The emits 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: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope oo ......!a'' OQ- No. 46718 17 STATE OF 4 Based on wind load test results for the FBG approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 lll. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door 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 15.301 17.00 psf 25.90/ 28.80 psf 30.00/ 33.50 psf 43.201 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1 B — Doors under EvaluationSON D' T ' 0, ' ICENS• yO /moi No. 46718 :N r STA'r,OF L^L 7 Q ORION ..•' S2 %/ 1 TONAL I ANG\ 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' 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 EvaluationSON D' T ' 0, ' ICENS• yO /moi No. 46718 :N r STA'r,OF L^L 7 Q ORION ..•' S2 %/ 1 TONAL I ANG\ Table 1C — Doors under Evaluation ON : • Thi p''' cENs, 9- 18Ko. 467 FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9' x 10' 9' x 10' 16'x 10' 16'x 10' 16'x 8' Design Pressure 26.90/ 30.80 psf 41.001 46.30 psf 15.30/ 17.00 sf 23.00/ 25.00 psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes O Table 1C — Doors under Evaluation ON : • Thi p''' cENs, 9- 18Ko. 467 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 9., STATE OF 44/ 0 F P Table 1 D — Doors under Evaluation C. Conclusion ORIV S/ONP.- . iZ v31 7 a V1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51h Edition 2014) and Wh Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 9., Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16'x 8'-9" xH Design 15.30/ 30.00/ 39.20/ 18.50/ 25.90/ Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 Psf Backer. Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion ORIV S/ONP.- . iZ v31 7 a V1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51h Edition 2014) and Wh Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 It June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 1. NOON -IMPACT RMTAMT GAZING GPnOM - .OW MINIMUM SSB GLAZING N OWED FRAMES SCREWED 13 W NORR ANGLE - TOGETHER NM A UN" OF (6) IB.1• SCREIIS ONs ORAC,rSJAMB YTSTAl1ED W TOP OR INTERMEDIATE SELDOM (NM OR ORA—TS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 27 Y7AIOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC IS W FLAG AIKXC• DESIGN PRESSURES SHOW ON THIS GRANMO GLAZING JB 1 a 1 JB N JB S-1 N a 63' aB SMALL HAW A MAONM 1E04T OF 1173• AND A s a UAW= LENGTH Of 16.7S'. QAIDrO 6 NOT GPACT N CA MIN MORIN. RESISTANT AND DOES 040T MEET ME REOIRREMENIS FOR TRACK VEND -BONE GESR6 REaaNS. B/N 1-S •' L OOACT RESISTANT CLALND OPTION - IMPACT L40 RESISTANT GLAZING 3%'S1 WY BE INSTALLED N TOP MIN 3 AS OR INTERMEDIATE SECTION (MIM OR NMOUT DECORATIVE VOW) INSERTS),_ GLAZING SHALL BE 1/4• UA9R0.DN-AR 16 CA MIN AOREQUALQVIG SMALL HAVEHAA TRAMTRAMPOLYCARBONATE UAM M HEIGHT OF ISM' AND A IA701AIM LENCM OF 30.01r. LTAVv is oTAcr RESIsumf AND ODES MEET ME REQUIREMENTS FOR NW-BORME OET31tl$ REGIONS 3/16.1-5/B• LAP SEE OCTAL E ON $MEET 2 FOR ASSEMBLY DETAILS SCREW AT EACNI GLAZED SECTION REQUIRES REINFORCEMENT BRACLEIS JAMB BRACKET ATTACHED TO U -BAR ON UPPER INTEGRAL IIB (SEE DETAIL O $ECT 16 CA J -STRUT SCREGEO TG WIDR BHTLLRAL RB OF SECTION AND OPERATOR STU TO BE 1/h2m6/16' TRACE BOLT AND I/4-30 HER FACTORY NSIALLED. INSTALLER SMALL FIELD INSTALL (I) MUT AT EAdH JS JAMB 4-1417/Ar5TR1l SCLF ORRLBNG NF6RTITE $MEW TO ATTACHsRE BRACKET LOCATION LCTME CEHTERIINEOFTHEORDOORR PRIP ER DETAILSfry SHEET 2. 1 VINYL OR WOW DOOR STOP MAILED A UApWM OF B• O.C. MUST OVERLAP TOP ANO BOTH ENDS OF PANELS MINIMUM 7/16• TO MEET NEGATIVE PRESSURES- RESSURES4. 4.MET LOLL AIDE LOCKS. OR OPERATOR REQUIRED. IS GA SIUFOMEO S SECTION SMALL BE CONSTRUCTED NM FOAMED IN JAMB BRACKEN PLACE P0.TVREMAME FOM INSULATION CHEMICALLY SEE swam" FOR SONOED TO 30 W MOBN FACER STIDEL AND A QUANT TY. LOCATION. POLYLAMINATE BACKER OR 32 CA STEEL SACKED. ENO AND TYPE CAP TO HAVE A WdVY 1.1' OWTH. 0. THE DESIGN OF ME SUPPORTING STRUCTURAL KEY LACK OR SUOE LOCO VAUDITS SMALL BE ME RESPONSIBILITY OF THE BOTH ENDS (Nor PROFESSONAL OF RECON) FOR TIME BUILDING OR REDIRIEO NTN OPERATOR STRUCTURE AND IN ACCORDANCE VVM CURRENT BUILDING SEE NOTE 1). AIOE CODES FOR ME LOADS LISTED ON MS DRA%A10. LEC( SIN TIN FOR 7. WOR JAMB TO BE MINIMUM ZA6 SIRUCTUML GRADE CLAM TV LVMBER. REFER 5.0 JAW CORIECTOR SUPPLEW NT FOR tlD.IE'r (d 5[cTION SOLO ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SH su SMIXT 2 FOR U -BAR LOCATIONS L LOUVER OPTION - .OHO• MINI" LOUVERS N MOLDED I-- .--....rte... -- ...........m M, ON DOORS NTH OIMER SECTION GWNRREs AND I SUPERIMPOSED OESICN PRESSURE I IaDRI MEIGNT I UNIFORM LOAD EACH JAWS (PLO LLll1IIIfr UJr/ 00EJKoP.• L%CEN&F No.* 5 * AOS STATEOF G ISTIIHKINT NWITMGOADIwAPEK AK71MlQKIIIIIM IfAwArIft or "am c"1111.1com OCE." 1 AND 2 ON FOR GLAZINGOPTIOIS REOUREO ON DOOR MOMS LESS MAN OR EQUAL TO 17-0'. fOLLOV" CNERSON DENOTES SLATTED JAMB BRACKET ATTACHED TO TRACK NM 1/4-204/1e• TRACK BOLT ARD NUT. FOLLOFWG OIYENSIOR DENOTES QUICK INSTALL JAMB BRACKET INSTALLED N BKr(TEMY SLAT. NO ADDITIONAL HARDWARE IEEGED TO ATTACH TO TRACK. DOORS BM NIGH UFT. ROOF PITCH. AMD/OR GREATER THAN Or W HEIGHT REWIRE USC OF CONTINUOUS WALL ANGLE SEE SUPPLCMENT TRACK CART FOR OETARS Wayne OEAGSTATIC PRESSURE RATWOS APPROVED RIES SC N PSE: +25.50/-28. MAX WDM: 16•-0- WDalton_ TIEsT (PSE. +36.0.5 / H10): IMAX SECTIO B-5• 0R GARAGEDOORS MPACT/CYNIC RATED (TES/NO : LIES IMAX SECTION NflCHT 21CH F MODELS 5120/9100/9605 a%fvw OF owju4 AD OOOR 73KSAC LA. FLORIDAAP(D14 V4NOLOAO SPECIFICATION OPTION CODE 0230 IAse% OTA- W 6/6/07 7/IZ/os UPDATED TILE BLOC( 5/20/10 3/2)/2017 ORAVIING PART N0. 1 REV. 318960 P10 JAMB BRACKET SMEOUIE omNSEGOUGHT ONs ORAC,rSJAMB ORA—TS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 27 G7=5, N 6 JB 1 a 1 JB N JB S-1 N a 63' aB o s a JFAT- JB. INT s 21-0 s. 2f-3 J e N2 s u-1 s 0• S B 6 t a Js 31 JB Q-1 N a. W JB 6 O. 73 JUW-W 3 B 8 10 .b 21-3 s' JB . 29-J 1' s NB AI 37-1 1• A 66 JB 73-1 JB7B-0' CN UFT PL1T NOTE BELOW fOLLOV" CNERSON DENOTES SLATTED JAMB BRACKET ATTACHED TO TRACK NM 1/4-204/1e• TRACK BOLT ARD NUT. FOLLOFWG OIYENSIOR DENOTES QUICK INSTALL JAMB BRACKET INSTALLED N BKr(TEMY SLAT. NO ADDITIONAL HARDWARE IEEGED TO ATTACH TO TRACK. DOORS BM NIGH UFT. ROOF PITCH. AMD/OR GREATER THAN Or W HEIGHT REWIRE USC OF CONTINUOUS WALL ANGLE SEE SUPPLCMENT TRACK CART FOR OETARS Wayne OEAGSTATIC PRESSURE RATWOS APPROVED RIES SC N PSE: +25.50/-28. MAX WDM: 16•-0- WDalton_ TIEsT (PSE. +36.0.5 / H10): IMAX SECTIO B-5• 0R GARAGEDOORS MPACT/CYNIC RATED (TES/NO : LIES IMAX SECTION NflCHT 21CH F MODELS 5120/9100/9605 a%fvw OF owju4 AD OOOR 73KSAC LA. FLORIDAAP(D14 V4NOLOAO SPECIFICATION OPTION CODE 0230 IAse% OTA- W 6/6/07 7/IZ/os UPDATED TILE BLOC( 5/20/10 3/2)/2017 ORAVIING PART N0. 1 REV. 318960 P10 17 CA AMSTAKE TOP PLACE U -BM OVER INTEGRAL IOD 13 GA ADAISTABIE FO(NRE ATTACHED TO. nTH Time: e) TSE-MNGIm TOP FUTURE PRE-PUNC I) MOLES ' HOLES EACH END FACING UPWARD IN BOTTOM OF U -BM AND ATTACH THOU ENO CAP AT WnH (3) 1/4-14AS/e' EACH END VITAL (E) 1/r14aT/B' / CRoPTTTi SUEYW SELF ORMADIG UPTITE SCREYs r FOR STANDARD TRACK AND (3) O1/4_N:7/e' SELf ORILLM CI n1E SCREAG FOR LOW HEADROOM TRACH (2 Of MICU • ME VSED TO ATfAC CD THE TOP DETAIL A BRACKET ) LOW HEADROOM TRACK DETAIL A 13 OA ROLLER SIDE ArTACHEO TO PRE UNCHED NOTES IN TOP OF u -BAIT IOM ((2 1 4-143/6' jr SXDtEM. USE N O NOME IN ALOE TO fNSIRE PROPER AUGINENT OF ROLLERS --n IS CA /PICS ATTACHED IRTH (4) 1/4-144/e' COWnIE SCME115 (2 Dr ABECH ME fACTORY 3' NYLON SfORNf1AR[I ROVER W W —/ SLEW/ DETAIL B PLACE U -S R OVER INTEGRAL LOB MIH THE (e) PRE-MIHCIED NOISE EACH END FACING IIPWAM AND ATTACK IMRU ENO CAP AT EACH END MATH 2 1 4-147/e' SELF ONWHO CIddTM FYCEPROW U -BM PLACED OVER TOP HOB ON THE BOTTOM SEC, SHALL ONLY BE ATTACKED THRII OD W AT EACH ENO WTI 1 1 rIIA/e Sw ORRIDNG COMPOTE LOCATED ON THE BOTTOM FLANGE Of TIE 0 -BAR WIL DUE TO CLEARANCES REQUIRED TO INSTALL SCIEMIS AT THE ENDS OF TIE to -RG NDAA/TTTACI16MMWOEATTACHED sm (e) 1/r2GL3/e' C IMPUTE SCREWS (2 OF INTEGRAL WIN (2) 1/4-20Hd1NRU RWCH ARE FACTORY p I Clm HOES AT ATTACIED, 3 OF W1OCH EACH INTERMEDIATE HNCE ME FIELD IRSTAItED INTO om DOU (, TNRu , TOP LEAF. AND 1 OF Mom AND 9GTTGM MORN 17 FIELD NSTALIED ONCE LEAF AND 1 THRUMAOIPRL-PUNCED NCE WEB OF IJ -BAR AND IN U DETAIL IHRCRAL IDB OF SECTION) C 12 CA NOTrC1 BRACKET FACTORY ATTACHED MIN ' aAT31Y PLACE U -BM OVER KMOM N ST1H NOTCH COON 10 OEM BOTTOMNOT04CINScRm1 ATTACH TKRU END CAP AT EAd fM0 Wil/ (1) 1/r1W/B' AcSELFDISLWG EV AS FOR SACT RESISTANCE, HOW AND USE (1) 1/4-144/IC SELF BOTTOM BRACKET MUST BE 5d1EIE0 TO THEBOTPOM . • OOWNC C IMPAY' SCREW ACROSS THE BOTTOM Of THE BOTTOM U -BAR AT IF -BM will CKEO ( 1%: 2) 1 r14A7 D NNQ LOCPIREATION. 2D6CvIER% e• MVSCRIE, DETAIL 11TE5 SEE IMPACT BOTTOM BRACKET CIOMPTITE SCREW AT OTHER PRE-PUN0IM IDLE LOCATDNS DETAIL THIS SHEET. No. 77845 * — 0, STATEOF N77T111111YT D.AY1L 1 IIOMSII R Il74 000PIY ROAD t40 MOIP11 Mac cue 0.11 TIW n FE 11741N IIAOFt'39OUL OSIlRt ILL P074 D ONLY FIA WIVIDArOII OF ViCkW C0011=11001 *ETA" MINSTAKES$ STN STAINLESS 1 BACKED RUBBER WASHERS 3-1/3' OG MAX ULTRACLAZE 7.,SIRUCnMAL fACOR STEEL- iw4ll:L`. HON -STRUCTURAL. DECORADVE INNER Hww TIMM— USED ONLY ON IMPACT CA2m SECTI01 - l I GREINFOIRQAIEHT BI AC((IEE 7T A TTAp1m SRLiMi OIt4UNC 14P7/e•9 COMPIRE SCREWS (2 0 THROUGH BOTH BRAC(E•r AMO U -BM) DETAIL G I, OMLWG GUHPTITE SbtEM AT TFA IINf OF DOOR IN J -TROT & OPERATOR BRACKET. BQIE2. J -STRUT k SCREW ONLY REWREO ON IMPACT GLAZED SECTIONS SEE NOTE 3 SKEET I . . r-- DETAIL E NON-STRUCTURAL DECORATIVE OUTER WIIDOW TRW 1/4' POLYCARBONATE ATTACK BOTTOM BRACKET TO BOTTOM u -BAR WTN (2) a 1/4-147/4r SLli ORIWNO CRIMPTITE 31) NS( ECTDN DOORS SO KSH VII- . CA, LOCATED OVER INTEGRAL RIBS AS 4) SECTION COWS WIN (3) r. le CA. so IED U -BARS LOCATED OVER HNTEW AL RAS AS 1. ALL V -BARS SHALL BE PIAL OVER INTEGRAL RRS AND ATTACHED THRU PRE -PUNCHED HOLES VATH (2) 1/4-I44/K C IMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4-147/a' SELF DRUM COIIPTTE SCREWS AT EACH END CAP (EXCEPT BOTH U -BARS ON BOTTOM SECTION - SEE DEWL B ALDMAT SHEET). (2) 1/r143/e' CWM 1SCIE1l9APMLOIAIATFLYIWWAYaElYlEO/ FJD OF DOOR MA INTERMEDIATE IRNCE LOCATION. AND (S) 1/4-143/6• C IMPOTE SCREW APPROBIATELY r FROM EACH END, FOR ODOR IMDTHS ORf.AHER THAN I2'-0'. THERE SHALL BE A TOTAL OF (20) STREWS ATTACIMC EACH U -BAR EXCPT BOM U -BMS ON BOTTOM SECigN SHALL NAVE A TOTAL. Oi (la) SCEIS EACL FIM DOOR AAIDDLS LE55 T11An OR EWAL TO THERE SHALL BE A TOTAL OF (1a) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -BARS ON BOTTOM SECTION SMALL HAVE A TOrAt OF (14) SCREWS EACH. 2. MW THE 0WITOR of THE (a) PRE-PUNCKm HOLES IN THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE KOLLER SIDES AND TIE (6) PRE-PUNOLED HOLES IN THE BOTTOM Of CACI HOD USED FOR THE ATTACHMENT OF THE TOP FaILLIRE ANO UNLESS NOTED OTHEIRWSE ON THIS WECRCATKRI ORAWDHO. ALL PRE-PVNCED HOLES IN ALL U -BARS SHALL BE ATTACHED TO INE DOOR V41H 1/4-144/6' WIP11TE SCREW & 1 1e GA U -BMS SMALL BE STAMPED '46' APPROOMATELY e' FROM EACH END. Wayne oEscCM"+zs,001- z® DalTEST ( +3&65/-43ton. (,.AT/,,.JCRATED (YES/h0 GARAGE DOORS a' MODELS 51 WINDLOAD SPECIFICATION OPTION CODE 0230 7/32/06 VDATFO TITLE BLOCK 6NG PART NO. I REV. 318960 P10 PLICE PLATE LOCATION e SEE SCHEDULE 14" 4w MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWATNE d KQMSK'PC RO4376COUNTY AD 160 MOUNT N?C am R PE Tn13 TK PC 117U& PRWWONAL 0100 i1CS SEAL PROVIDED OILY FOR VERO CATION OF IMNOU AO OONSTRI=ON oerALs CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS----- 11 GA MIN CLIP SEE SCHEDULE D 13 GA MIN CONTINUOUS WALL ANGLE v_ VICEAl SNo. 7 5 STC • Sp1F OF • / ZORIDA • • X AIAL 04 7 TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 0' . i I 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 1 I \ 11 GA MIN CLIP b 1 \\ SEE SCHEDULE T(1) 1/4"-20 TRACK j OR CARRIAGE BOLT i WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR; WIDT 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 ay e Dpotlon- 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS X -CUPS -TEXAS ANGLE 12 FOOT LTED 6/11/03 IPOATED FORMAT. EASED ALLOWABLE MURES TO 00/-57-00 PSF FOR DOOR WIDTHS J6E0 'TEXAS WALL 1' TO 'CONTINUOUS ANGLE'. ADDED TRATE MOUNTING JL CHANGED TO OVERLAY I 6/21/07 UPOATED MODELS IED IN CHARTS. IATEO SPUCE & CUP IEOULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/0.5/07 S TO OF 04/11/05 APANDCD 1-1/2' TO W DOOR THICKNESS IT UP TO 14' HIGH. 12/11/06 UPDATED TITLE z 6/2/10 UPDATED TITLE K. REMOVED CHART 11/15/13 UPDATED TITLE x 6/15/17 SHEET 1 OF 2 ORAVANG PART NO. REV. 307494 P11 2 3/4" ft" EDGE DIST E60XX MIN. 1 8 2-24 7118V2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGJNUT LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLISPF (G=0.42) OR BETTER AT EACH 1/4-20x9HOLEORPAIROFTRACKBOHOLELOCATIONS 1/4-20 H MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL T-4 WITH MIN. (1) 1/4-20x7/8'• SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI OWAYIE 4 KOR//19' PE 4371 ODUN11• ROM ISO MOUNT "DPG OHIO P, FE 17143 TX PE 117"1 PROFMOMAL OIGISM'S SGL PROVIDED ONLY FOR VMnG11oN OF W1DlDAO CONSTRUCTION OCTARS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 20x9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP Illllllllf/// P( NE J!(0 OV ,.• LICENSE •.j tp No. 77945 S = SATE OFT w ••.. OA. ' gi ORI S NAL ENG• 1,1111 TRACK SUPPLEMENT CHART Wayne mDalton. GARAGE DOORS 3395 ADDISON DRIVE ENSACOLA• FLORIDA 32514 REVISIONS INCH 1CK-CLWS-TEXAS L ANGLE 12 FOOT ATEO 16/11/03 UPDATED FORMAT. REtSED ALLOWABLE SSURES TO 1.00%32.00 PSF FOR DOOR WIDTHS WGED 'TEXAS WALL LE' To 'CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNTING NL. CHANGED TO X HO ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 9600 16024 WITH OVERLAY TRACK CUP EOULE. 8/21/07 UPDATED MOOELS ED IN CHARTS ATEO SPLICE h CHP MOUNTING 5 TOOF 10/24/07 UPDATED STEEL EXPANDED 1-1/Y TO 0• DOOR THICKNESS AT UP TO 14' MICH, 12/11/08 ADDED MODEL 8700. ATED TITLE BLOCK 6/2/10 UPDATED TITLE CK. REMOVED CHART. 11/15/13 UPDATED TITLE m 6/15/17 SHEET 2 OF 2 DRAWING PART N0. I REV. 307494 P11 Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLOR10A 32514 850) 474-9890 P.•• ,cenrsF •.y cP No.77945 y 0 STATE OF 40- s •' 'c<ORIDP .•'G NAL 41NIMVN 2a6 /y 1..Mit SOuiHERN PLJE OWAYM A coom. . PE 4574 COUNTY ROAD .40 MOUNT NMC ONTO L C 77943 IN in 117M PROIES901AL ENCNECTS SEAL PROYDID ONLY f0R VOWCATION OF 1RNDUAAD CONSW AJCTOM OETARS REVISIONS P17 UPDATED TITLE BLOCK ESC 6/13/17 FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2.4 STRUCTURAL GRACE LUMBER FOR MA)OMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. SEE DETAILS 1, $ AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSIO4S DOOR HEIGHT I 6' MAX DDDR WIDTH LOCK 2-3/4' J 2) 3/8' SIMPSON TREK NO SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 097AILI MIPIIMUM 7500 PSI CONCRE'TF NOTE, MAXIMUM DESCH LOAD CAPAC17Y OF 2085 LBS MINIMUMSOUTHERN INEINE - It HEAD LOCK 4' - 1-1/2. J 1 '_1/j' J 3/6' SIMPSON TITEM 14D SCREW 4) 3/6' DIA. LAD SCREWS ANCHOR PMTS A 1-1/4' WASHER AND WITH= 0A. WASHERS. A MINIMUM EMBEDMENT DEPTH OF LAO SCREWS SMALL HAVE A 2-3/4' AND A MINIMUM EDGE MINIMUM PENETRATKRI OF DISTANCE OF 4. 1-9/32- INTO THE MAIN DETAIMMUM SUPPORT MEMBER. 1000 GROUT FRLFO CMU NOTE' MAXIMUM DESIGN LOAD YAXfIMUM ICN LAAO CAPACITY OF 2400 LBS CAPACITY OF 243o LBS WN SHEET 1 OF 2 ICHECKED1J JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 Wayne MDalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 OWATN[ 1 u>s CONRKORNpI. r R040 1PE60 MOUNT NOPG 0140 n vc Tnu TX p1mus F90FVn0HAL EHOo 'l SExl vIIOMEp O,LY FOR vmcAnoN OF A'N01OAD 00HSIRUC1101I OCTALS. MIN 2500 PSI CONCRETE yQX- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPORTIMO STRUCTURE SMALL MDI EDGE DISBETHESOLERESPONSIBILITYOF THE PROFESSIONAL OF RE FOR THE STRUCTURE r • d e 3/e• SIMPSEN nTTT1 N0. YN EMBED. MIN 9• BETWEEN JAMB BRACKET LOCAPON JA II BRACKET 1/4-204/16• TRACK BOLT AND 1/4-20 NIX NU TRACK DIRFCT CQNCYN'TF Mo wnNr QrTAII J KOR 4 No. 77945 TAS OFS Z. 1iiii1110 MIN 2 x 4 SPF (0.0.42) OR BETTER WALL STUD HQM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROiESSIONAL OF RECORD FOR THE STRUCTURE 5/16' LAC SCRE" EAC-H2 1-9/32• EMBED STUD (t 1/CIJAMBRAE JAMB BRACKET t 4-204/16• ACK BOLT AN 1/4-20 HEX NU TRACK OFRFCT MOM M/MINTIN _ OFT II MAY 4Z0 oe MFR AG FASMIM JAMB CONNECTION SUPPLEMENT 2 REVISIONS P17 UPDATED TITLE i CSC BLOCK/ 15/17 s DRAWING PART NO. REV. 324620 P16 I, 0 L°J bc;l g Cod o " o li) Pi k o q Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications i FBC Staff SCIS Site Map Links Sear a Product ApprovalQjD- db,pr USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail p ; gar y•i• FL # FL19715-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXOwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d Year 2011 2008 2005 2012 2002 1994 1994 1994 1/2 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name Description 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.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 11 SWD012 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 It 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.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes ckN_r e t The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: rn®® Eq in Credit Card Sate https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR K REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF !1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS LE„ WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEM. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMS) SMALL BE CONSTRICTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO W4000 FRAMING USE IIB WOOD SCREWS OR II GAUGE ROOFING NAILS OR IOd COMMON NAILS OF SURF NT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO W000 SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN. Wr EDGE OISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 49 SELF -TAPPING SCREVK, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 NRWNITUMN BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. 31W EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 110 W000 XREWS OF SUFFICIENT LENG7N TO ACHIEVE 1 n mcm MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER TTW TAPCOIIS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 13/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 tMRtAD5 PCNETRATFON BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE OKTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRILL VENEER AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENEIRAL NOTES 1. THE PROWCT SHOWN HEREIN K DESIGNED AND MANUFACTUREO TO COMPLY W ITHTHE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING MVMZAND NAS BEEN EVALUATED ACCOROING TO THE FOLLOWING: AAMA/WOMA/CSA 101/I.S.2/A440-08/11 2. ADEQUACY OF THE CASTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUEO 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) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED MEAEIK OVER TO $MEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONOITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•NVHZ AREAS. IN NVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAAU-0ADE RER OR AMI. S. APPROVED IMPACT PROTECTIVE SYSTEM K REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: MIC FOR MOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH COITION FBC, W000 INSTALLATION ANCHORS INTO MORTAR POINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR 101NT INTO FACE SHELL OF OR SNAIL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CHAPTER 23. INSTALLATION ANCHORS SMALL BE INSTAIAEO W ACCORDANCE WITHANO4OR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE GLASSCMARIS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH VERTICAL d HORIZONTAL SECTIONS (TMPOU6H FRAME) SPECIFIED BY THE ANCHOR MANUFACTURER. HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZING DETAA INSTALLATION ANCHOR CAPACTIES FOR PRODUCTS HEREIN ARE BASSOON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OFO.SS. IL CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT-FILLEOCMU- UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMV - UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEEL - MINIMUM YIELD STRENGTH OF 33 KL. MINIMUM WALL THICKNESS OF 47,8 MIL (0.0078" or 13 GAUGES MIK 1/2' EOG( DISTANCE F. ALUMINUM • MINIMUM ALLOY 6063 -TS. MINIMUM WALL THICKNESS OF 1/16•. MIN. I/Y EDGE DISTANCE MAX OVERALL SIZE WIDTH MEI6HT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION 6 GENERAL NOTES 2 - ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAA FIN) S VERTICAL d HORIZONTAL SECTIONS (TMPOU6H FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZING DETAA MAX OVERALL SIZE WIDTH MEI6HT CONFT6. DESIGN PRESSURE MISSILE IMPACTRATING 36- 64• CIA( 35 / •35 PSF NON IMPACT 36• 66' O/x 50 / -50 PSF NON IMPACT 36- 74• O/x 50/•50 PSF NON IMPACT 36• 7r O/x 35 / •35 P$F NON IMPACT M' 6r O/x 50 / •50 PSF NON IMPACT 46' 7r OAC 35 / •35 PSF NON IMPACT 4r Be OAC 20 / -20 PSF NON IMPACT 5r 72, O/X 1 25 /-25 PSF NON IMPACT 36' 63.7r CIA (ORIEL) 33 / •35 PSF NON IMPACT Air 96' OAC (ORIEL) 20 / -20 PSF NON IMPACT 72• 62" O/X-OAC 35/-35W NON IMPACT 7r 84• O/X-0/X 35 / •35 PSF NON IMPACT 76- 6r O/xOAC 50 / -50 PSF NON IMPACT 76' 7r O/XO/X 50 / •50 PSF NON IMPACT 76' 7r OAC-0AC 25 / -25 PSF NON IMPACT BO' 74- OACOAC 35 / •35 PSF NON IMPACT 96• 74• OAC -OAC 30 / •30 PSF NON IALPACT 106- 6r OAC-O/XA/x 50 / •50 PSF NON IMPACT or 72• OACO/X-OAC 50 / •50 PSF NON IMPACT low 64- OAC-0/XdAC 1 251 •25 PSF NON IMPACT Ra Silverline i ,Andersen I FIT aE S4vC41ME oRWE rpSHNWNSwICK HI PF90` na I7S71.Y.gDP nr— r; -s 1140,* ^ t' I ,!2 >, - 3I - 1% Jz -, I GiBINOY ovoci by a tm- F. Nmoro. P.E S W O Q0 ZRaosm14m4mm" IIIb Oowmam FI.#: F119715DOW. 20170&1516.11 AB -04D0' SHEET: 1 OF 6 Z ^ n pfGvqVIO 2o u N g W y Zm" 2 N T 0-c WOA -3vLz .o 2 c 3 X02 SPOI °P W c : W In O v d nr— r; -s 1140,* ^ t' I ,!2 >, - 3I - 1% Jz -, I GiBINOY ovoci by a tm- F. Nmoro. P.E S W O Q0 ZRaosm14m4mm" IIIb Oowmam FI.#: F119715DOW. 20170&1516.11 AB -04D0' SHEET: 1 OF 6 MAX HEIG F 5 4 MAX. FRAME HEIGHT 74• MAX FRAME WIDTH 4W a F 3 0' FRAMEFRAME mimI HT 96' x re MA vv ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96• s 5 44_ ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCN TOP CONFlGUMnONS FOR ALL 2!011901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFLGURATIONS FOR ALL 29021902 RATINGS, TWIN UNIT CONFIGURATIONS MAX HEI! MAX HETG MAX fRAAtE WMTH 48• 4 E 4 5 F S FRAME HT 96• mimI 44_ ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCN TOP CONFlGUMnONS FOR ALL 2!011901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFLGURATIONS FOR ALL 29021902 RATINGS, TWIN UNIT CONFIGURATIONS MAX HEI! MAX HETG MAX fRAAtE WMTH 48• 4 E 4 5 F S FRAME HT 96• A D 5 ELEVATION SINGLE HUNG ORIEL WINDOW C ..0 s ELEVATION TRIPLE SINGLE HUNG WINDOW rSilverUne 4,Arlderkn s uow.. oa eo• o.E sltvFxtn[ mm4 wnw omunc rcc><w anal IK (ff.7 U}yqp U 11111`' ur mtn mZ N < ]( {L < H a DWG #: SW0002 SHEET: 2 OF 6 W W ODUS mozW <Q U 11111`' ur mtn mZ N < ]( {L < H a DWG #: SW0002 SHEET: 2 OF 6 FROM - CORNERS 11' MAX O.C. Il' MAX O.C. r MAX FROM CORNERS Itll(. M'..r WITl ATp 90gf IMNL K A.nlo.c.AAx.• oc AT KE.b, IAY., YO:YL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW r MAX 0 1/r MAX COaNARS I r -1 — O.C. 4vrA O.0 2' MAX FROM CORNERS W MAX FROM { f..- _.__.}___ 20' MAX CORNERS I I I G.C.C. 6• MAX mom CORNERS r 20• MAX. O.C. L W MAX FROM CORNERS ANCHOR LAYOUT THROUGH FWQ - SINGLE HUNG W W DOW 16 V 6' FROM CORNERS 4 L/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAXFROM CORNERS Ir 6. O.C. 6' MAX r O.C. L t` MAX. FROM CORNERS 6' MAX. FROM 12 3 MAX CORNERS O.C.G. 16 U ANCHOR STRAP 6FROMP/N 50-2995-2 CORNERSSEESHEET5FOR (DETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG W WDOW 6• MAX G.C. ANCHOR LAYOUT NAIL FIN - TRIPLE ANGLE HUNG VANOOW 1 1 ] r M O.C. i- W MAX FROM { f..- _.__.}___ 20' MAX CORNERS I I I G.C.C. 6• MAX mom CORNERS r 20• MAX. O.C. L W MAX FROM CORNERS ANCHOR LAYOUT THROUGH FWQ - SINGLE HUNG W W DOW 16 V 6' FROM CORNERS 4 L/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAXFROM CORNERS Ir 6. O.C. 6' MAX r O.C. L t` MAX. FROM CORNERS 6' MAX. FROM 12 3 MAX CORNERS O.C.G. 16 U ANCHOR STRAP 6FROMP/N 50-2995-2 CORNERSSEESHEET5FOR (DETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG W WDOW 6• MAX G.C. ANCHOR LAYOUT NAIL FIN - TRIPLE ANGLE HUNG VANOOW 1 1 ] r M O.C. ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOw SilverUne g7V CIi M'E4INE LMIiV( Mo.n...w;wlccwa.ae M fn7l.Istaa Z0" z M i 4 9 h U3 z > az w ccl N W G 7 4 W o .0 7j1I111111 00 R , t'm ca "I o$ 3 19_ in S a DWf M SW0002 SHEET: 3 OF 6 I ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOw SilverUne g7V CIi M'E4INE LMIiV( Mo.n...w;wlccwa.ae M fn7l.Istaa Z0" z M i 4 9 h U3 z > az w ccl N W G 7 4 W o .0 7j1I111111 00 R , t'm ca "I o$ 3 19_ in S a DWf M SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHER' 11/2• MIN, EMBEDMENT SilverLine CAULK BETWEEN L-Ar (l'f5l'n CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/B' MIN. 8 WOOD SCREW EDGE GIST. wln ccwonor INSTALLATION ANCHOR Iral'Y1 o EXTERIByOR MEQ 11H 1/4• MAX. 1/4• MAIC MIN. 3/8• EDGE DISTANCE g vI vi " Z SEALANT ( \ SHIM SPACE SHIM SPACE 5 N N O N M C i O.A. 5 UNIT BY OTHERS I / SASH REINFORCING W Z d v yam• W HEIGHT EXTERIOR / INTERIOR SEE SHEET 6 FOR REQUIREMENTS MDV. 3 THREADS N' W a m j T SEE GLA2 N DETAIL SHEET 6 PENETRATION BEYOND METAL STRUCTURE C p < m O 2 SEE GLAZING INTERIOR 8 GR, 5 SELF-TAPPING' SCREW DETAIL. SHEET 6 INSTALLATION ANCHOR d sMETALSTUDBYOTHERS. SEE SHEET 1 INSTALLATION NOTE 14 g VERTICAL SECTION m J Q HEAD - 2X WOOD BUCK EXTERIOR FINISH NAIL FIN BY OTHERS w SEE 61LlZING EXTERIOR PERIMETER SEALANT Q v OETAA. SHEET6 BY OTHERS f•-1 2O O.A. v EXTERIOR INTERIOR UNIT w ZOO.A. UNIT Lu h HEIGHT / f u w PERIMETERE( C HORIZONTAL SECTION l 4 )AMB • METAL STUDBYOTHERS \ 1/4• MAX. EXTERIOR FINISH SHIM SPACE NAIL FIN la44114111. BY OTHERS plZ ' 8 WOOD SCREW INS TALLATION ANCHOR 3/8' MIN. 0•' •1'- 6%,jE: X WOOD BUCK BY OTHERS SEE SHEET 6 FO ' a CONNECTION DETAILS p• a EDGE DIST. uJ 1•r rya Z 4 DP•' a Jly QF_ i ill CAULK BETWEEN U2' µMBYETES MASONRY PR`, ANCRETE/ MASONRY 26X W000 BUCK BY OTHERS EMBEDMENT Z h VERTICAL SECTION N ca Y1% jz rNzq0. a Q SILL •2xWOOD BUCK DWG NaMAIL FIN A'DOO SSWO002 SHEET: 4 OF 6 910 WOOD SCREW 4•MININSTALLATIONANCHOR3/SilverLine CONCRETE/ MASONRY EDGE DISTANCE 2X WOOD BUCK/STVD BY OTHERS 1-A11()PJS&1 BY OTHERS EE SHEET 6 V4' MAX CONNECTION DETAILS SHIM SPACEDE MIN. 3 THREADSCAULK CONCRETE/MASONRY ETWEEN 4 SASH REINFORCING, PENETRATION BEYOND 8Y OTHERS ' ' ' ' SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE u c+s...e.. SEE 61 4ZDN* MIN. V2' EDGE DISTANCE o.E .a taat aivE11/2• MIN. DETAIL SHEET 6 NC71M r4RY.wKC W 000Ot EXTERIOR FINISH ...... EMBEDMENT w.cnry4n 000 BY OTHERS INTERIOR 410 GR. 5 SELF -TAPPING SCREW Z ml/4' MAX ^ ^ PERIMETERSEALANTOI Rs / SHIM SPACE INSTALLATION ANCHOR 3 < N 8 I METAL TUBE/STUD OR APPROVED QQ z 0 p x MULLION BY OTHERS. ry g cO.A. EXTERIOR (\ / INTERIOR SEE SHEET 1 INSTALLATION a ` x L+ v' c S C UNITccHEIGHT / NOTE 14 S v v Z'm < SEE GLAZING PERIMETER SEALANT DETAIL. SHEET 6 EXTERIOR BY OTHERS ° W m o z Ui N W< o. qaa UNIT WIDTH E VERTICAL SECTION HORIZONTAL SECTION IAMB - METAL TUBE/STUD OR APPNOVEO MULUON m 2 5 HEAD • ZX WOOD BUCK 5 THROUGH FRAME THROUGH FRAME H5) 914 PANCAKE HEAD Z SEE 6LAZD fi SCREWS FROM STRAP TO 4.0000-40000— FRAME.0H(LESPROVI0E0 Z jDETAIL.SHEET 6 TO ACCOMODATE 914 DIA. 2.0000 2.0000 N vm EXTERIOR INTERIOR 0.500 )..( Z ANCHOR STRAP, AT TWIN 6 o TRIPLE CONFIG. ONLY. see w a O.A. / 'PLAN VIEW -ANCHOR STRAP 0.0620 W UNIT / (P/N 50-2995.2)' DETAIL AT HEIGHT S ) RIGHT FOR INSTALL REQ. 0. ) 40020 1/4• MAK 2.3750 PERIMETER SEALANT BSHIM SPACE Y OTHERS 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS x EXTERIOR FINISH H1114' MIN. FROM ANCHOR STRAP TO O ..• 6 = BY OTHERS a . Q • . EMBEDMENT PLAN VIEW -ANCHOR STRAP (PM 50-2"5.2) OPENING. SEE ANCHOR a •• REQUIREMENTS BELOW. PRECAST SILL = : qBYOTHERS ,. ~ 3/16' ITW TAPCON ° ' a • • ..:. ANCHOR STRAP ANCHORING REQUIREMENTS: INSTALLATION ANCHOR , 4 e - A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONs i* t PR`` 13/4• MIN' PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE, EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) 910 SELF-DRD,LDNG SCREWS, u, liz GR. 5• PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, N °D'A Y 2 viC. FOR INSTALLATION TO WOOD, USE (4) 910 W000 SCREWS PER STRAP, MIN. < Z zpVERTICALSECTION1.1/2• EMBEDMENT, MIN. r EDGE DISTANCE. S a 1%j S StLL-CONCRETE/MASONRY DWG 9: THROUGH FRAME S W 0002 SHEET: 5 OF 6 SilverLine NOTE: aAmle sw All6LAAFET GLAZING QEQ rR SHALL COMPLY g741WITHSAFETY6LAaNGREQpIREMENTs OUTLTNEO IN CURRENT F8C AND ASTM E 1300 INTERIOR GLASS LOAD RESISTANCE. CK • o v •-•• o•• f auvEaut am w TM rxa:wca w soot we rz va•aoo 5/8' Oil. I.G. GLASS ^ Yt Sj m INTERIOR EXTERIOR \ INTERIOR ". `}q v D i d. ` N.p y W v SMALL' FRAME 'LARGE' FRAME I O MIN. GLASS h J 6 C m REINFORCING EXTERIORREINFORCING 1 O BITE Ur zW> Q Z; SEE BELOW FOR REI .REINF. 1/8' SETTIIJ6 BLOCK \ 0 / F' = i d a a X REQUIREMENTSTS REQUIREMENTSly = VERTICAL SECTION HORIZONTAL SECTION sMEETINGmLE6INTERMEDIATEFRAMEMUWONGLAZINGDETAILIoc v J Z - O < dALUMINUMSASHREINFORCING NOTE: (--1 L LOCATION Of BUCK OR WINDOW ANCHORS MAY BE vISREQUIREDFORTHEFOLLOWING512E/RAT IN65: MIN, CENTER TO CENTERADJUSTEDTOMAINTAIN1' H 4 u48X72, (O/X), DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. oc36X84, (O/ X). DESIGN PRESSURE •/- 35 PSF SPACING SPECIFIED IS NOT EXCEEDED. 38 X T4, (O/X), DESIGN PRESSURE •/• 50 PSf W H38X77, (O/X), DESIGN PRESSURE •/- 35 PSF 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK o 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF w 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF VP ITW TAPCON ANCHOR 108 x 72, (0/X -0/X -0/X), DESIGN PRESSURE •/-50 PSF 4• FROM CORNERS 16' MAX. O.C. THEREAFTER 2X : WOOD BUCK OF SUFFICIENT `` l t Id 11 DEPTH TO FULLY SUPPORT STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING I WINDOW FRAME.YieJti 1J C - L BY DIFFERS n A.,i: IS NOT REQVIRED FOR THE FOLLOWING SME/RATINGS t V4• MIN .. ENT +. T6 X 62, (O/X-0/)C), DESIGN PRESSURE •/- 35 PSF EMBEOM1 V2' MIN. EDGE DISTANCE21MIN. EWE 1Z S r vmay• .•' 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING 01 CONCRETE/ MASONRY rl * P,`,` BY OTHERS IS NOT REQVIRED FOR THE FOLLOWING SIZE/RATINGS:a 76 X 62, (O/X-Orn), DESIGN PRESSURE •/- 35 PSF BUCK INSTALLATION DETAIL c N 3 _ i Z a iki DWG 0: SW0002 SHEET: L OF 6 IF 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 Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silvcrline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, P.E. Florida Professional Engineer #t 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' J,jlilI Illill,. F. 0 7 s/ONAX- Hermes'lo HI o, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products 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 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61" 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 6`" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\\ A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL*: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR it 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. f c = 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. f'c = 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 OF Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats S Facts I Publications I FBC Staff I SCIS Site Map I Unks C Search I Florida d r * Product Approval USER: Public User L4.iJYeun Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICE OF THE FL # FL13192-R5 OECRIETARY 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 pl ngsheng.zhu@jamesha rdie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 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 RS COI RIO - Certificate of Independence.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 Eouiv RIO -2692B-17 ASTM C1186 eauivalencv.pd 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 RS II ER RIO -2683-17 Plank Wood Metal Frame.odf Impact Resistant: N/A FL13192 R5 It ER RIO -2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 R5 11 ER RIO -2688-17 Plank WSP Sheathlna.odf Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 11 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 Framemdf FL13192 RS AE ER RIO -2687-17 Plank Shinale to CMU.Ddf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 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 11 ER RIO -2687-17 Plank Shinale to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathina.DdfImpactResistant: N/A Design Pressure: N/A FL13192 R5 11 HardiePlank-Installation.odf Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 1i NOA 17-0406.06.Ddf 0406.06 Verifled 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 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 11 ER RIO -2685-17 Shinale Wood Metal Frame.Ddf FL13192. R5 II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RiO-2685-17 Shingle Wood Metal Frame.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 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 II ER RiO-2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 RS II HardieShingle-Installation.udf Other: Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RiO-2685-17 Shingle Wood Metal Frame.odf FL13192 RS AE ER RIO -2687-17 Plank Shingle to CMU.odf 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 FL33192 R5 II ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 R5 11 ER RIO -2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 11 ER RIO -2688-17 Plank WSP Sheathinci.odf Design Pressure: N/A FL13192 R5 II NOA 17-0406.06.0f Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 H Prevail- Lao-Siding--Installation.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 RS AE ER RIO -2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO -2688-17 Plank WSP Sheathino.Ddf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Oack 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 Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please didtbaL. Product Approval Accepts: i® Credit Card Safe Florida Product Approval PrevailTm lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2683-17, RIO - 2687 -17, or RIO -2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL squtI MULTIFAMILY SIDING PRODUCTS Lap Skiing INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt Dints. Car tanks on edge. 1 Carry P 9 . Protect edges and comers from breakage. The manufacturer is not responsible for damage caused bPogy OUTDOORS culling station so that wN will blow dust away from userpo and others Invakingarea. 2 useoneof the fd1lo"methods: a. Best: `score arhdsrhap U. Shears (manual electric or pneumatic) b. Better: I. Dust reducing circular saw equlppppad with a Hardiebladeru saw blade and HEPA vacuum e*adon c. Good: 1. Dust reducing circular sawwith a Hardleblade saw blade only use for low to moderate cubV) INDOORS aJy using scae and snap, or shear (manual, deft or pneumatic). 2.PosdonadGrgslaUoninzven®aledarea NEVER use a power saw indoors NEVER use a circular saw blade that does not carry The Hardieblade saw blade trademark NEVER dry sweep–Use wel suppression or HEPA Vacuum improper storage and handling of theg product. Important Note: For marmnum protection (awes! respirable dust production), the Manufacturer recommends always using Tosr4evel coding methods where feasible. NIOSH -approved respirators can be used in conjunccGah with above artllrrg prattles to further reduce dust exposures. Additional exposure information is evallabie at www.prm1siding.com to help you determine the most appropriate wtlhg method for yaa job requirements. If concern still e)M aboul 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 bitormalm srouhm GENERAL REQUIREMENTS: Prevail"' 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 insuletionlsheathing. A water -resistive banier 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. Instal PrevaUTM products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes 9 greater than 6' is required (fig. 3). Maintain a 1"- 2' clearance between Prevail"' products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114° clearance between PrevailT°, 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 R trim (fig.8). g Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier lel-in brat Adjacent finished grade must slope away from the building in accordance with local mod or 24' o.c. max building codes - typically a minimum of 6' In the first 10'. OSB sheathing Do not install Prevail"' products, such that they may remain in contact with standing water. Prevail"' lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail"' products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer andlor 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 Handle® Siding Products" at www.JamesHardie.com. INSTALLATION: JOINT TREATMENT Required for FadwyBuilt Color Rnish, Recommended for Primed product) It is not recommended to use caulk at field bull joints. Figure 2 water -resistive barrier oInt flashing"3 g plank edge o 00 Wme water -resistive barrier install planks in ° o moderate contact ° 0 00arter strip to e l plank angle Install factory finished edges together at butt joints. ' I-, leave aopropdategap behveen planks and trim, then caulk— As required by local building code —Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SIUCA DUST Prevailn products contain respirable crystalline silica, which Is brown to the State of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. erealhing excessive amounts of respirable silica dust can also cause a disabling and potentialy fatal lung disease called silicosis and has been Inked with other diseases. Some sWdles su gest smokbg may irhuease (hese risks During inslaUatbn or handling: (t) cask N outdoor areas with ample venlllatlon; (2) use fiber cement shears for wlUng or, where not teas@le, use a Hardieblade' saw blade and dust reducing dreuWr sew aUadhed to a HEPA vaamm; (3) warn others in the immediate area; (4) wear a properly gited, NIOSI+epprwed dust mask or respirator (e g. N•g5) In awordance with applicable govenunant regulations shod mamriadurer instructions W further Ilmlt respirable silty exposures. During dearwp, use HEPAvacuums orwet deanupmethods -never dry sweep For further i.rat ion, refer to our Inslallalion instructions and Materiel Safely Dela Sheet avaiable al www.prevaisiding corn or by sling 1-677-236 7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mhsmch PR1007-P114 7110 concrete Maintain a 1/4" clearance between the bottom of Prevail"' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4gap Caulk gadding ur laptsiding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia deck iotat IFy ledger Figure 9 KICKOUT FLASHING Because of the volume of water that can pour d eft down a sloped roof, one of the most critical flashing details occurs where a roof intersects 5 ad a sidewall. The roof must be flashed with ea °vuffw sne step flashing. Where the roof terminates, xWWW install a kickout to deflect water away from niamnimoo; the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail"`'' lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" O.C. max. stud 24" Figure 10 Figure 11 ;,.,: 1 1/4" min. O.C. max. .<. overlap water-reslstive Minimum overlap barrier o for Both Face l 1 t<;yp.^-=' r r and Blind Nailing 1 _ t blind nail t 3/4"-1" r t min. 1 1/4" Y O face all 0 overlap i T i water -resistive y . water -resistive barrier 1 114" min. barrier overlap ' Laminate sheet to be removed immediately after installation of each course for Factory Built Color products, i The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit wwwJ1coniine.com. Also see General Fastening Requirements. P214 6/10 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing perrequirementsforclearancebetweenthePrevail"' products and and decking material. shall be installed the roofing bottom edge of the siding and the paths, steps and Figure 5g manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the stud wafer{esisUve Figure 4 aiding 1 tblarrle ater slstNe roofing and the bottom edge of the sidin and trim. g r Figure 6 concrete Maintain a 1/4" clearance between the bottom of Prevail"' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4gap Caulk gadding ur laptsiding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia deck iotat IFy ledger Figure 9 KICKOUT FLASHING Because of the volume of water that can pour d eft down a sloped roof, one of the most critical flashing details occurs where a roof intersects 5 ad a sidewall. The roof must be flashed with ea °vuffw sne step flashing. Where the roof terminates, xWWW install a kickout to deflect water away from niamnimoo; the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail"`'' lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" O.C. max. stud 24" Figure 10 Figure 11 ;,.,: 1 1/4" min. O.C. max. .<. overlap water-reslstive Minimum overlap barrier o for Both Face l 1 t<;yp.^-=' r r and Blind Nailing 1 _ t blind nail t 3/4"-1" r t min. 1 1/4" Y O face all 0 overlap i T i water -resistive y . water -resistive barrier 1 114" min. barrier overlap ' Laminate sheet to be removed immediately after installation of each course for Factory Built Color products, i The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit wwwJ1coniine.com. Also see General Fastening Requirements. P214 6/10 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the contusion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTm products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING 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). South Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush In, Countersunk, Caulk il add nail 0 do not under oO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complyng with ASTM C920 Grade NS, Class 25 or Prevaily'Aproducts 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 orASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm 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 oillalkyd base paints on PrevailTM products Apply finish coal in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING Number of 12' planks, does not include COVERAGE AREA LESS OPENINGS so 1S0=100sgA) 1 GUIDE waste 51/4 exposure) 4 Please call 877-236-7526, option 1 for local availability) PREVAIL' LAP SIDING WIDTH 61/4 7114 71@ 8 81/4 9114 5 6 61/4 6314 7 8 9112 8114 12 10314 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building 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. P3/4 7110 2010 JH7L AU rights reserved. ks o Additional Installation Information, SM, and ®denote trademarks or registered trademarks of JNTL. Warranties, and Warnings are available at wvm.prevailsiding.com South PREVAIL MULTIFAMILY SIDING PRODUCTS P4l4 7110 1/2/2018 Florida Building Code Online BCIS Home I Log In User Registration I Hot Topics i Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Sear dbpra Product Approval I —. USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 04 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://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 r1;FL Model, Number or Name Description 194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.W Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report Q4' Soffits final.Ddf Created by Independent Third Party: Yes Backj Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: 0® Credit Card Safe hnps:th%ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL4Og2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certifica[e of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES 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 61G20-3. ALC 15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Ranels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit 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'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t N( IR'I A"-*tiP• '9 • No 74021 STATE OF 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 13— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FI -12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 1 1 b. 12"T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 1 ALC 15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8 -inch o.c. Fastener Locat ion Fastener Location Il ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J4 Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J4 Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width 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 ilia. trim nail 40.0 24 -inch o.c. 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 iliatrip nail spaced 48- 48 64.2spaced24 -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 4812F-3 16 -inch Masonry spaced 8 -inch o.c. Wood crown staple spaced head dia. trip nail spaced 48- 64.2 and securing each panel lappanellp 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. No. Width Psi Substrate Substrate F -Channel Attachment 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. 16 -inch Wood staples in diamond long x 3/8 -inch head diameter screw spaced 16 -inch o.c. Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch head dia. trip nail spaced 48- 48 64.2 Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- pattern spaced 24- connecting soffit to J -channel 12 -inch spaced 8 -inch o.c. inch o.c. 4 -inch o.c. and securing each inch head spaced inch o.c. panel lap Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 153.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 1617-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 153.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 145.6 inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4- 27 16F4 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 24 -inch o.c. spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 43.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced 31.4 lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1o. ch leg staple spaced 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panelpanel finishing nail with min. 3/16- 43.3 spaced 16 -inch o.c. inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wow 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. ALC 15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0 072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3116 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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. f80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center ConnectionI Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or h - One (1) 18 g , a anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16 min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each baften/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. lY." engagementifor 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 OFFIT (OVERHANG WIDTH VARIES) 7"F' 12F-1 8 12F-3 ANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FI -12194-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 I VW `, SOFFIT STAPLE 3/4• x 1/4' OPEN RAFTER DIAMOND PATTERN DETAILjL&W CROWN STAPLES USING A DIAMOND tnoo l PATTERNrr FACIA 80AR0 FASCIA CAP 12F-2 3/4' x 1/4' CROWNSTAPLE 'B' FACIA BOARD 1-3/4' TRIM NAILONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT—max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER VVK ftM SOFFIT STAPLE DIST 1 DIAMOND 1L PATTERN FACIABOARDDETAIL BDARo i s 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 lima adg 3/4- X 1/4- CROWN STAPLE 8' ON CENTER 1-3/4- TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. screwed to soffit with one(1) k8 x PAINTED S.S. 48 - FASCIA CAP 1/2• x 3/8- head diameter screw, O.C. 3/4' X 16' o. c . CROWN STAPLE SOFFFT—max. 12 -inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1' TRIM HAIL FASCIA BOARD PAINTED 1.5. FASCIA CAP SOfFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD M 6A S/r 14U 16F-1 SOFFIT &FASCIA 16F-5 DETAIL 1 -1 -FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. VA" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ `, SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4• ' ; DIAMOND PATTERN I DETAILCROWNSTAPLES ` T; I USING A DIAMOND sr Es PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4• X 1/4' CROWNFACIA BOARD 8. 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4' X 1/4' DOWN CROWN STAPLE SOS_ max. 16 -Such span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFrT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'34' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAILGQJ'111 FASCIA oo CAP; REFER TO SOFFIT i FASCIA DETAIL 8 F' CHANNEL--,,--" HANNEL 3/81 SOFFIT; MAX. 16' ISPAN x000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n ` SOFFIT STAPLE ST IDIAMOND D ETAI LL- PATTERN FACIA BOARD M KTVm,; l 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4- X 1/4- CROWN STAPLE VON CENTER 1_3/4 TRIM NAIL FACIA BOARD CFIANNEL TRIM NAILPAINTED PAINT4S.S.1-3/4' S.S. 48' FASCIA CAP O.C. 3/4- X 1/4• CROWN STAPLE SOFFIT -max. 16 -inch span SOFF WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 FI -12194-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 FASCIA BOARD PAINTEO S.S. ra}- CROWN FASCIA CAP STAPLES SOFFIT USING A OIAMONO PATTERN: REFER TO 1-a1' CROWN STAPLE SOFFIT STAPLE OtAMONO PATTERN OEtA0. 1 f- TRIM NAIL FASCIA BOARO PAWTEO S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-4- CROWN STAPLE - FASCIA CAP; BEFELL TO SOFFIT L FASCIA \ SSO / O0 AIL Nominal rah• SYP 3/6' Batten Anchored to SOFFIT; MAX. 24' Lf -CHANNEL Rafters with one Td Ring Shank Nal at every Rafter WOOD SUBSTRATE SOFFIT STAPLE DIAMONO PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM MAIL --\FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'4' CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 DETAIL 24F-5 1'il' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nomntat ret' SYP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL Rafters with one Td Ring Shank Had at trerr Rafter MOOD 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 !- TRIM NAIL FASCIA BOARO PAINTEO S.S. 146A i' T•NAILS FASCIA CAP SOFFIT I'r!' CROWN STAPLE 1 t' TRW NAIL FASCIA BOAgO PAWTEO S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 9 FASCIA OETAR. Nominal YaY SYP Batten Anchored to SOFFIT; MAX, 24' F-CMANNEL Rafters vith one Td Ring Shank Nail at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. I'Q' CROWN FASCIA CAP STAPLES SOffIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED rq- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 f' TRIM NAIL PAINTED S.S. DETAIL 24J- 1-e1- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA oo DETAIL BNominal1' a P SYP battens xcbatl between ratters and SOFFIT: MAX, tA' 3/8 1 -CHANNEL secured wdh one (t) 7tl ring IshanknailStraight-nailetl through the ratter into the end WOOD SUBSTRATE of the batten ortwo (2)TO ring stunk nate Wer+adetl on Other side of the baltem at the battavrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FI -12194-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„u 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) HeR nofft120 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 1 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7. 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0- 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed (mph) Height 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FI -12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed mph) HeR htfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 1 -62.8 -70.0 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FI -12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" —'1 1/8" HEM T -T 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 34- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1 1/8" HEM T 1/4" f T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D IS' BLANK 3 / 8 PROFILE 2175 02P ola000 000 00000 000 00000 0000 ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D vo ia va ria s vo 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" 13.35" BLANK 3/8" PROFILE znr r ooao 0000 0000 000aa 0000 END OF REPORT ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES 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 61G20-3. ALC 15001.3 FI -12194-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. 318" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Ranels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit 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, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. pY( R I ,P''ei 1,Q;.•',C E NSF • d'!: No 74021 0 : CC= P '.. STATE OF W CERTIFICATION OF INDEPENDENCE 2017.09.01 e 5— 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDI) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 1 1 b. 12"T4 Soffit —4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 1 ALC 15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8 -inch o.c. Fastener Location if- Fastener Fastener Location 11.,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J-# Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J4 Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 3/16- 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 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 diatrip nail spaced 48- 64.2 spaced 24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 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 No. Width pso pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 153.312 -inch spaced max. 8 -inch o c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 153.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long. 16F-3 Max. 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch x 0072 inch dia . x min. 3/16 -inch head dia. trim nail 125.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 143.3 16 inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced 31.4 lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 114 -inch crown x 1- 1 -inch leg staple spaced 4 -inch 0 072 -inch diameter 1617-6 16 -inch Wood inch leg staples in diamond pattern Wood ocand securing each panel finishing nail with min. 3/16- 43.3 spaced 16 -inch o.c. lap inch head spaced 16 -inch o c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0 072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ringinch One (1) min. 1.75 -inch i 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 80124F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max inch crown x 1 -inch rafter with one 16 -inch o c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. chinch ailshanknail One (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 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16 -inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - p One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1 /4 - between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %- anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1-indh One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- 5or min. - x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c hinch ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovev SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/9" head dia. nail with min. 1W" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 8 I I I \—"F" CHOANFIT NEL OVERHANG WIDTH VARIES) 12F-3 Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 114"-J PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4- DIAMOND PATTERN DETAILa" CROWN STAPLES USING A DIAMOND _j PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWNJTRIMN"AILFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4- X 1/4 - DOWN CROWN STAPLE 5O- max. 12 -inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj nKTVCDI SOFFIT STAPLE DIST I i ; DIAMOND I DETAIL PATTERN FACIA BOARD yr oE i STAKES i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA B' 1— CHANNEL BOARD STAPLE ON CENTER 1-3/4' TRIM NAIL jS.S. PscrewedtosoEEit one(1) #8 x PAINTED S.S. 48'with CIA CAP 1/2" x 3/8• head diameter screw, O.C. 3/4' X 1/4' 16• o.c. CROWN STAPLE SOFFIT—max. 12 -inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail ITRIM NAII-\ FASCIA BOARD PAINTED 1.1. FASCIA CAP SOffIT 1'4. CROWN STAPLE OPEN RAFTER FASCIA BOARD u va• tau 16F-1 SOFFIT & FASCIA 16F-5 OE TAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001 3 FL12194-R6 Page 4 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. lti" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block wall FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD ##T50 3/8" X 3/8" STAPLE 16" O.C. L --PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, TO ` SOFFIT STAPLE 3/4• x 1/4' OPEN RAFTER DIAMOND PATTERN DETAIL CROWN STAP USING A DIAMOND st STAKESLES ; PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWNSTAPLE '8' FACIA BOARD 1-3/4' TRIM NAIL ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INWITH THE D.C. NAILING FUWGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max . 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 !' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOff1T CROWN STAPLE OPEN RAFTER FASCIA BOARD I-rj' CROWN STAPLES USING A DIAMONSOFFIT & FASCIA D 16F-2 $, PATTERN; REFER TO DETAIL SOFFIT STAPLE 1617-6 DIAMOND PATTERN DETAIL FAS CAP; REFER / \ lo TO SOFFIT i FASCIA F' CHANNEL DETAIL SOFFIT: MAX. 16' SPAN x / SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B I n ` SOFFIT STAPLE DIAMOND PATTERN 1 1 DETAIL FACtA BOARD yr Ervcoi i STenss i ASCIN CAP 1—N— 3/4' X 1/4' CROWN FACIA BOARD STAPLE 'a' ON CENTER 1-3/4' TRIM NAIL CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE WOOD OR BLOCK SUBSTRATE SOFFIT -max. 16 -inch span SOFFIT SOFFIT & FASCIA DETAIL ALC 15001.3 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRW MAIL FASCIA BOARD PAINTED S.S. r.jSTAPLES CROWN .,,—FASCIA CAP USING A DIAMOND SOFNT PATTERN: REFER TO 1•4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-18 24F-4 1'eJ' CROWN STAPLE FASCIA CAP: REFER To SOFFIT & FASCIA \ DETAIL / Nam6W tSTP Batten Anchored to SOFFIT: MAX. 24' 3/8' F -CHANNEL Ratters with one Td Ring Shank Nail at every Ratter WOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT I'e!' CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARO PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'X' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA OETA0. Nominal 1'X2' STP eatten Anchored to SOFFIT; MAX. 24' F -CHANNEL Rafters with one Td Ring Shank Had at every Rafter MOOD 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 1 t' TRIM NAIL FASCIA BOARD 1&GA i' T -NAILS PANTED S.S. I FASCIA CAP SOFFIT 1'ei' CROWN STAPLE 1 I' TRIM MAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 2417-3 & 2417-6 1.4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA oo CE TAIL Nominal 1's2' SYP Batten Anchored to SOFFIT; MAX. 2V F -CHANNEL Ratters with one ld Ring Shank Mad at every Ratter MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f- TRIM NAR FASCIA BOARD PAINTED S.S. 1'4' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED C 'CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETAII FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAR PAINTED S.S. DETAIL 24J-1 & 1'.t' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT t FASCIA oo DETAIL Nominal 1' s 7 SYP WUena scabbed between belwaen ranee and SOFFIT: MAX. 24' I I 3/81 1 -CHANNEL secured wM Dna (t) 7d rutg 1 IIshanknailstralght•nalled IthroughtherafterIntotheend WOOD SUBSTRATE of ths Baden or two (2) 7d nng slunk rads toe+uded on enher side of the bottom at the hattennafter mlersecuon SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. 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 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed (mph) HeR hotfft120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) HeR htfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 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 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed (mph) Height ft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 1 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" JI -Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/e' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FI -12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/8" 1 1/8" HEM T 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 025 -TT 0125• TYP 18' BLANK 3 / 8 PROFILE 2175' FU o ooaa 000 00000 ooa 00000 000a ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" E"811 3/8" Ozr nv 0.125 rn 13.75" BLANK 3/8" PROFILE 2 i?V;MF 000 00000 000 00000 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J 1/2/2018 Florida Building Code Online BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats Facts I Publications I FBC Stall I SCIS Site Map I Links I Sear. F product ApprovaldoprQ10USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Hamer@saint-gobain.com Roofing Asphalt Shingles 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 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 R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 I I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.himl Year 2016 2010 2011 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 Florida Building Code Online 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Back Nez[ 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 addi If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not w4 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick b=e . Product Approval Accepts: Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL1Florida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6Th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: H; Robert J. M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 4 t`.••,j , The facsim0e seal appearing was authorized by Robert Nieminen, t•,•,;t3%" SLE' P.E. on 09/05/2017. This does not serve as an electronically signed h ri`tr.•r•P` 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) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TTP'.INITY I ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6"' Edition (2017) Florida Building Code and 61D 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: Kaiint 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 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D71S8 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 UL LLC (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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-RI3 Certificate of authorization 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2027 Page 2 of 12 UTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20', XT' 25, XT' 30 and XT" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont* IR, Carriage House Shangle•, Grand Manor Shangle•, LandmarkTM, 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 Slatem 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 Ridgem, Cedar Crest"', Cedar Crest"* IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (V„ n =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,Sd = 150 mph (V,d, = 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, LIC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9S03 6'” EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-RlZ CertainTeed Asphalt Roof Shingles; (630) 6SI-5847 Revision 13:09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITYJERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 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. 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. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope' directions. 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. ENGLISH 12" 12" 12" F—(305 mm)—}—(305 mm) (305 mm) --H t"(25mm)—Ian1 t"(25mm) 5 5/e" (145 mm) 5 i/?"PQM rrnorl T METRIC 131/6" 131/6" 131/6" 1"(25 mm) — Sealantlant 1"(25mm)- 6 r/9.. T Figure 11.3: Usafournallsforezv7full sbinglo. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for eery full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II Is suggested. lie Z Rooting Cement Apply 1" (25 mm) spots of asphalt tooling cement under each bb comer. Figure 11-4: UseJour Malls rind sir spots q/aspbalf aemmi on skip slopes CAUTIO,N: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT201, XT' 25, XT^' 30, XT^' 30 IR: Cut Shingles 251mm 11— - 1Mshi.pge r 2"(50mm) rRemove` fi—-— Cap305mmShingle Figure 11.24: Cu! labs, then Mm back to make tap sbingles Engllsb dimensions sbourn). 5, 12.,(305mm)' Ea3 dit\ n Figure 11.25: installation of caps along The bips mut rk4w. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate olAuthorirotion 99503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (630) 651-5847 Revision 13:09/05/2017 Page 4 of 12 TRINITYJERD 6.5 LOW AND STANDARD SLOPE STEEP SLOPE Use SIR n;dls for every fill shingle located as: shown below Use SIX nails and FOUR spots of asphalt roofing centent for evm full shingle as shown below. ,Apply asphalt roofing cement 1'(2.5 mot) from edge of shingle. Asphalt roofing cement meeting AtirN t) 4596 lige II is wggesied. 1' (25 mm) I' (25 M) « Nen Lint thU thU LMm Figure 1. Use six nails fir even• fall sl5ing/e. 6.5.1 Hip & Ridge for Arcadia': Cedar Crest', Cedar CrestTM IR 1'(250* )r125m4 EE Figure 3. Use six nails andflan .spots of aspball roofing rentenl an sheep s/e/xs. 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° NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % 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. Exterior Research and Design, U.C. Cert)/!cote of Authorization #9503 Hand -sealing adhesive 1/4" 4" 3/4'____O. 1f- 1" Dab of asphalt cement between shingle layers 1" Evaluation Report 3532.09.05-R13 61X EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 22 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. I IIP (38 an) pku 1.1259( 00 vs• 1f s grid • I I o AdditkirW Nils d mipired. 0SM, 220 mm) I QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTIbt D4586 Type II is suggested. 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.• Sbangle0 Ridge. 18• Exposure Remove tape from the right side g• and Casten r SECOND Fasten thef lett side 851g RIGHT FIRST LEFT Figure 17-19: Installation ojSbangleO Ridge sbi ogles on bips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3632.09.05-R73 Certificate of Authorization 09S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 6 of 22 TRINITYJERD 6.7 I CARRIAG MOUS $MANGLE® AND GRAN[) MANOR $MANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails mid three spots of asphalt roofing cement for even' Use rive mails for every full Spangle. full Grand Manor Mangle. Use five nails and three spots of asphalt nx,fing cement for every full Carriage Ilouse Shangle and Centennial Slate. Apply asphalt roofing cetncnt 1' (25 nun) from edge of shingle Figural 17.57. Asphalt roofing cement meeting ASI'M U45861lpc II t' I"L-1 is suggested. ti= -(25 mm)(25 mn) r T 112.. 5I8 6516 38 mm)) 16 mm) (228 mm) or lent 1. j x--(25 mm) (25 mm) Figure 17-4: Usefire nailsjor er erefuU Grand Alannr Sdangte,5/g 6 Cmriago Novae Sbangle, or Centennial State. 16 mm1 ) RS mm) Roolinp Cement Pigure 17.5: Wbra Installing Grand dlanor Sbangla on steep sloprs, use seven nails and tbree spots ofaspbaft roofing nwwnt. 6.7.1 Hip & Ridge for Carriage House Shangle• and Grand Manor Shanale: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1—(305 mm)—[ Z( 375 mm)- x-(305 mm) -i e.awr e..rw.ge . IL-1" (25 mm) Releasee Tape 1" (25 mm) I - 1 h" Nailable F Area LANDMARK TL NorthGate: 13W 13" 13W 343 mm) (330 mm)—j—(343 mm) -j I 1" (25 mm) 1" (25 mm) -I M M m::FA figure 13.4: Usefour netts for a w)-fi ll sbingle. YBE MU40IY 14 311' 1r AREA I+- (305 mm) (375 mm) — 305 mm) -I Iwtltg Unab r (25 mm) rml Ino r (25 mmJ~ f mei Me n17-) I M Ns" areas for low and Standard dopes (Yom 2:12 to 21:12) Nal between upper 6 lower Mea as shown above. Exterior Research and Design, LLC. Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3S32.09.05 -R33 FLS444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use sia nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet A5T.%1 D45861 1)c II. Apply I- spots of asphalt roofing cement undc each corner and at about 12- 10 13" in from each edge. METRIC DIMENSIONS I1— 12 305 mm) qm NWALW 1 "(25 mm) Nail Area 1 For SteepT r.—: I— 25 mm) 143/4" Ir-- 25mm) 143/4. x-12" 375 mm) 1 (305 mm) QOTRINITYIERD LANDMARK TL 13'/2" 343 mm) 13" 330 mm) 113'12- 343 mm) 1"(25 mm) I 1"(25mm)--1 MEd, M%%=d figure /3.5: Use six nails meetfour sPis of aspliall roofing cement on sleep slopes NorthGate: STEEP 12' 14-3/4' 12' SLOPE +4305 mm)— — (375 mm)-- --(305 rr NAILING Nailin mils 1'(25 mm) betwee i iwer 1'(25 mm; Hall Imes. 4. r Nailing areas for steep slopes (greater than 21:12) and "Storm-Nalling" Nail between lower 2 nal Ones as sho%m above. 6.8.1 Hip & Ridge for Landmark', Landmark' IR, Landmark' Pro, LandmarkTM Premium, Landmark," TL, L.andmarkm Solaris, Landmark' Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' Ir 97/r 305mm) I( 250mm) 5 6' 415/1G415/1G 150mm) (i50mm) I (125mm) I (125mm) FNotch Notchfor Centering Centering 12' \ % 131/4' \ 7305mm) Notchesfor Alignmenito ( 337mm) Notches for Alignment to 5 the Top Edge of the Pm*us (t80mm) the Top Edge of the Previous (196mm) Captor5(125mm)Exposure I Capfor55B'(141mm)Exposure I J. English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge— Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13:09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 13 1/4' 337 mm) 9 z7nr zso mm) 4 1"61(125 mml Cemeirp Notch Align these notches Wtop edge of ptevlous course NorthGate Ridge TRINITYJERD 121 305rnrn) Laying Noteh I Figure /3.20•. Use laying nokbes to center sbinglet on bips and ridgat, and io bca/e The correcl arposam For ASTM D3161, Class F performance use BASF "SonolasticO NP1' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crestm IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6Si-5847 Revision 13:09/05/2017 Page 9 of 12 13 1/8" 333 mm)—e. 4-6 5/8' -I 4-6 5/6'- 168 mm 168 mm Centering 7 B. 131/4' ` NotCh ' 194 tum) 337 MM) Align these 5W notches top ofedgeof 7 t94 mm) I previous course. NorthGate Accessory 121 305rnrn) Laying Noteh I Figure /3.20•. Use laying nokbes to center sbinglet on bips and ridgat, and io bca/e The correcl arposam For ASTM D3161, Class F performance use BASF "SonolasticO NP1' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crestm IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6Si-5847 Revision 13:09/05/2017 Page 9 of 12 LOW AND STANDARD SLOPE: For low and standard slopes, use Ove nails for each full Presidential shingle as shown below. Nailing 40' Guide Lines (1016 mm) 5114 - 133 mm) 141/4 1112' 38 mm) (362 mm) 1 NOTE: Apply nails on painted guideline. Figure 16.6. Fask'ning Pnukklr+Afal and Fresukrilwl TL Sbako shingles on low and slmrdard slopes I TRINITY I ERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply I' diameler spots of asphalt roofing cement under each shingle lab. After applying 5 nails In between the nailing guide Wes, apply 4 nails I' above tab cutout, making certain tabs of owrlying shingle coier nails. 1 1' diameter asphalt roofing cement Figure 16.7: Faskvting Preskknttal and Presidential M Sbake sbingdes on skip slopes. 6.9.1 Hip & Ridee for Presidential Shake', Presidential Shake' IR, Presidential Shake TV". Presidential Solaris'"' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Blrudngham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'` adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: Fignm 13•J. raslraA+g nallems 0ingics air torr and Slaadenl.Vopes for Icor and swndinl slopes, use fine nails for each full IlalleMS shingle as shmrn alsrn'c. met) Figure 13- I. r tuviaj Ibrrmri'W Wfet aa.vnpsloprt For sleep slopes, use the nails and eight spas of asphab roofing cement for each full Ilattenu shingle as shown abort. Apply I' 25mm) diameter spas of tooling cement WMI D 4586 7i7k if sugeested under each tab corner. Press shingle Into place, do nor mpose cement. GUIYON: 7bo much roofing cement eon cmue shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization u9SO3 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 10 of 12 6.10.1 Hip & Ridee for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras 1 2 QOTRINITYIERD Figure 15.14. 18lbree-piece units separate to n1aFe 54 Hatteras A ccam ry sbinglu 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I 1 I m 1.1 Eases` I I t 18" (460 m) god i---I--- 18" (203 mm) 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle `2A Figure 15-20.• Cat Hatteras shingtes to make cmw cap. Figure 15-21: Installation of caps along Ups and n1dR s 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticm NPI'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Mem-0ede rswret sx nab Iwo nab amW ow nntr orbut asdown). Figure 11-3: Use FNB nags far eatery 1hgUand Stale sbingto STEEP SLOPE. Use FIVE nalls and BIGHT spots of asphalt roofing cement• for each full Highland Slate shingle. For hllaml-Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each lab comer. Asphalt roofing cement meeting As1At MW 'ape II is suggested. r on•. ma...o nu.:e t:7 L 1-T s>.• M n atttrpuy rRSmmxdt""'t Snnruit ln,osb =_ , - .. I hWYd o+u nrbr MW s Io nl Roofing C rd F12we 11-3A: Use M naps and eigbi spotc ofaspbalt roofing ctmens under eacb lab corner CAUTION: Messlre use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Hiahland SlateTM, Hiahland Slate' IR: Refer to instructions herein for Cedar Crest', Cedar Crest' IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorizotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23:09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOLK naih for every full shingle located e; shows) belmv. Sealant 5.118. _' IuRrl 1 1 Izs r 1wmm) purr:,) LD3sa- nl fSDmri) QOTRINITYIERD STEEP SLOPE 1'se FOLK nail. and four slxAs of asphall rmfing cemcm for evvey full hin.Je as shown helow. Asph:dt rwring cement mtvying AS1'1%1 IN580 Tl I)e II is suggested. Apply 1'(25 min) slxds of aspludl rwfing Cement :t< shown. CAVrIO\: EAU,-+ivc use of mfing ccmcnt Can cause shinglus to blister. btr' t Ilssoml t •_ ? T - Roofing Comnnt 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest"', Cedar Crest"' IR, Shadow Ridge"", NorthGate or Shangle Ridge'" hip and ridge Shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate cl Autharlratlon #9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 1610) 651-5847 Revision 13:09/05/2027 Page 12 of 12 J 1/2/2018 Florida Building Code Online Ly"+w'f^=.a r•, M1a e • •• ,' L .• 4jL i .vl . - I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Fads Publications FBC Stall SCIS Site Map Links Sear, d bda e Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerr! Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 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 3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 C01 TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen flnal.odf 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 hrips://www.ftoridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO 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 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 RB 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12378 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments finalmdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes https:IA~.floridabuilding.org/pr/pr app_Otl.aspx?param=vvGEVXQMDgIF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOV No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOV TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinos: r 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. MetalRoof Mineral.- Wood Underla ment .Sr}s ip' .N; Asphalt. •' iSHln lest ` Panels and . Shin le IZ Surfaced Roll iShingles and , tSliak`ei*, -t- Slate, Clay and. TAMKOOTAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOID TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 undedayment 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 EU& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PaY E Ns'P9 F No 74021 STATE OF E? C?% CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 hftp:/twww.tamko.com Quality Assurance: UL LLC (QUA9625) 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, 67" EDITION (2017) Issued October 19, 2017 TAMKO@ ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@ Moisture Guard@ TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@ TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOV TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undertayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck Allowable Roof Coverings: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001 4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed hereon. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOV ASTM Tile Underlayment N N N N N Y TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guard(& Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Y-1 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y 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 hereon. 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 Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV 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, 6in Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. aY R- E Nq F AV No 74021 STATE OF A, P : s • ; O R S,O N A, , (%%% CERTIFICATION OF INDEPENDENCE 2017.10.19 4 ) 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 I — 7 7 SCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats 6 Fads Publications FBC Staff SCIS Site Map LUnks I Sear• db'j,Cj— Product ApprovalrUSER: Public User Product Approval Menu > Product or Application Search > Application 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 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 6163 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOMDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUembpCG3RoA%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 r y o ------ - -- - Su, mmarf Prod—Fir FL it I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 RIO lI Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 1 3792.2 1730 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 requiredA' ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall j: 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.od1 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 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RSO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by Independent Third Party: Yes s^anr'e:i I I The State of Florida is an ANEW employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvvtDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 SOL t TY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.euv/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-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" 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) Louvered Roof Vent Min. thickness 0.025' MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC -98&99 PRI Construction Materials Technologies LOM -013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75' diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 %" aluminum annular ring shank nails. With the first nail 1'/," from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL 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 MIMI MIMI 02=1 700 SERIES LOUVERED ROOF VENT MIMI MIMI 02=1 700 SERIES LOUVERED ROOF VENT DETAIL B i I 16.Oi 750 SERIES LOUVERED ROOF VENT 4.41 71 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 PT MIAM 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.miamidadLgov/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 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. A*%A- 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: NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 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 %," from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL 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 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 M"IMDADECOUINMExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT DETAIL B I11,00 4.41 - 16.W i 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 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 16.0 --, 750-S SERIES LOUVERED ROOF VENT 4.91 -- 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 i 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 VOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.] 5-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A*A—. Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/ aluminum annular ring shank nails. With the first nail 1'/," from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/<" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1-1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvcrs 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/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A A4- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 MOM 7!iii i ISI 700 SERIES LOUVERED ROOF VENT MOM 7!iii i ISI 700 SERIES LOUVERED ROOF VENT DETAIL B 11.00- 16M I 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C I-1,00 16.00 750-S SERIES LOWERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 I qu, a =50 BCIS Home I Log In I User Pxgistratlon I Hot Topl6 I Submit Surcharge I Stats a Fads I Publications I FBC Staff I SCIS Sl'te Map Unks I Search I db a 1} tit Product Approval y r USER: Public User Product Approval Menu > Product or Application Search > Aoolicatlon List > Application Oelall OFFICE OF THE FL # FL158-1110 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method Certlficatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST -CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrfno@castcrete.com Craig Parrino cpariino@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 ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated Date Pending FBC Approval Date Approved or rrooucrs•• 11/14/2017 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide Ilntels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 RIO II NOA 17-0821.18.0f FL158 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Cack romtt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the 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 45S, F.S., please didt here . Product Approval Accepts: Credit Card Safe M IAM I -DARE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION MiamL Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4",61' & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the 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 &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. I7-0821.18 MI MFDADECOUNTY 1... Expiration Date: 09/11/2018 Approval Date: 09/28/2017 09 /Z g/Zo/'J 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April 28, 2003 both drativings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stem'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, 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. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Midmi-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. eimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tVo. LT4612, titled "Cast -Crete 4'. 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulotorydffairs. 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&ing compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/1.1/2018 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 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, last revision dated 06/12/14, 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 08/1912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrhro, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Depm-tment of Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig Parrino, P.E., cert ging compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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 08/08/17, signed & sealed by Craig Parrino, P.E. U' Helmy A. Mallear, 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 ANDfHIGH PRESTRESSED CONCRETE WE I i lIaAL E]IfIJLJi IDL11lLL Si7L1 Ua yv m 76 Ulm rte[©1`fl E 3 f T7fFLTLC1Fi i7FL^ EgunL10 11AL' 7 [iC l/lfiJ:J llGit4 dlsfriGSilEl:'J!]QI1i C'J ltt7f ccSiltarrtay:.it ocyl:urc r:r llaus<t:s::.l[rc vtfsa alE+r..+..sei oaad=ru:area`t::_fucyv+rr'avi 3T il0lti i?7t-Si rGii [IIII]t L R •.[7GOr17LTi3'7Cgl[,r4O fdaff.V. f J Draw VfTyJ fOFMifumm[5G'r01'L121a j:Jf C]fi Cd'J nCL'r.S+iCai ISL'6Ci rrzvrrr!_[cE rt rra r.:rrc oa; mG ll+•t" iFG rriCSit?©r1u rF , •.rt[eu:_:me5remo rr'ut r• u:a r :asl l m rta.u roomy eie; jTcWuffEl&: dIFSCrru_.re,e aue.: n Cidi`iII tilJrFl CGJaser: L{Eicyrc. ir. • fFL9['7d7 r1:1•rFf 4 [•1IFJd r1O r r uaf av®vtio ppIr4F7 au mT,AL,' d riMLAIAEK- 111 ! 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I.00lew at tM ballam of w Wd1• way'• :, j•. \.. • r..! .•.T. MVI UD 6U8 6F8 8F12 6F16 t:`: • • t.%.> '• Bldlean° OaleAcccpurm is v w: • TYlis PE DESIGNAMON i •t• ,. rIWnrtml enan/ pa- Innlm pv1' ter' n 12F16-2B/2T.•:'` r a.:::, _ cf^ i, x :.l . oa lm• w°`vn aePiaP .. e .ti r Y '^C ; j; •.y.• • . i 'ti.::."t ail '•: 11 W aW las Q lam( • :ji t. •:' i t i•'•• Iyt•:t ..,,4 0mlaotaera ..: .•: -. 'lsiiay Iir:': .' s1 •„ 'a:<i4•./ .4[...n 1. la'^ 1.1/e'aGb • v(, :,'; ': i .1. i. i"t sT.=.• v:.; e::•r,M a . :. r: • is 4S8 9112F28 12F24 12F20 r F• b s • soft • •rte • c . C••! n nemwalClf)t l• 57 : PROULiCfRlNlsli!) orlrwm ` d 14:' T • y4• Wil° l+a°IhpIDo F+aW I s woselsMa Ulm • • •• • • • • • : , n . , rIjj * CFWGPARRII40 ' A0wy1u„( olGbdae a -O o • of 12 •• RIO'•'eS'` GM CR 579 18 6F32 6F28 6F24 6F20fON..... .`S ER, 3M3M N .aa « • I2 Dfr_a. —CAST—CRETE 4", 6" & 12° LINTEL SAFE LOAD TABLES flu IUNC olSlgS-I4 MW 615 JOIUN ApUI'D sWL• lus Q ftf 'I8 IWO, CISCIaD Q CIUp fAYAO f L - 1[G Iq N756 K4=a0. 174612 s w I of 7 c! SAFE GRAVITY LOADS FOR 6" PRECAST U•UNTELS 4444 -401" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 6116LENGTH US -18 6F12 -I8 6F16-18 6rA-18 GF24-18 6f28-18 6FJ2-18 S-6' (421 PRECAST 2332 2678 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6146 7227 W. 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 1 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (90') PRECAST 779 883 1459 2188 1 3151 4524 66% 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2235 2898 3747 11'-4'(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-0(1607 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-0'(168' PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(208' PRECAST N.R. 299 455 620794 985 1198 1 1437 THE NUMM IN PARYNiHE51S ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL. NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFELATHIALLOADS CAG pn DOFCARTI LI IM, .1 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U•UNTELS 4Cmn-4 mnSAFELOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'-8' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (54' PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 Y-6' (901 PRECAST 222 367 116 9'-4' (112' PRECAST 173 352 74 10'-8'(1261 PRECAST 151 276 58 11'-4'(136' PRECAST 139 311 49 12'-0'(144' PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14'-0'(1687 PRECAST 111 1 202 32 IT' -4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U•UNTELS 4Cmn-4 mn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 1 YPE 6F8-li 6F12 -1T 6F16 -1T VM -IT U14 -IT G'28 -1T 6F32 -IT 3'-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 279 4'-0' (18 PRECAST 1215 1800 2357 2913 3470 4027 4583 4'-8' (541 PRECAST 1083 1592 2084 2577 3089 3562 4055 5'-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (761 PRECAST 723 1097 1437co 1777 2117 2457 2797 Y-6' (901 PRECAST 648 86304 124904 1544 N 1840 2135 2431 9'-4' (1121 PRECAST 575 571 980 1252 1492 1732 1972 10'-8'(126') PRECAST 514 462 787 1121 T!1 1551 1766 11'-4'(1361 PRECAST 474 40404 655 985 ma 1213tu 1442 1645 12'-0'(144' PRECAST 454 3571-4 619 888 0 10931299 1506 13'-4'(1601 PRECAST 402 308 518 to 736 908fvj 107$j1247 99 14'-O'(168j PRECAST J68 285 475 0 877 M 832 989 j 1145 17'-4'(2087 PRECAST 253 208 338 476 585 693 803 1) THE NUSIBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 PA) o`G,• EN, 44 tt T 4 ONG PARRINO Flop ,/ R ••` 6324 CR 570 5EFFNE , FL 33584 FL. P.E. MNO.447S PRODUCEREWSM m C-44108 wilt, dm Plaids 8911ding Code Aa iance No -O 2/,18 Dat, 18 Dy 1 Control PRODUOTItB"InD 6 OZfinwi61 F7arida alumg R I CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 3 res ^ J>>On L- . pmll-I4 OOACN ft, AWg IIX410mO. "o RIS Q 8/Y1/07 tlOSRFO at Wp a rx. - RF 00. 44M OWl90 a U4411 mcr 1 of 3 SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS 4iw1h SA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 12w20 Iff12-28 12216- Ino -B I1124-29 12128-29 IVX3 29 Y-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 V-0' (487 PRECAST 2923 4232 5836 7619 9352 11060 12755 14438 4'-8' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144311, 6'-6' (781 PRECAST 1383 1986 2879 1 4195 6421 10032 12755 141 7--8' (907 PRECAST 1138 1628 2131 13218 1 4676 6756 19763 1 1 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 1 755 10'-6-(126) PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2617 3333 4206 13'-4'(1607 PRECAST 359 767 926 1294 1709 2185 2743 3409 14'-0'(168) PRECAST 321 720 665 1204 1584 2017 2451 3108 17-4'(2087 PRECAST M.R. 4510 831 881 d 1141 1420,41750d 2102 19'.4'(2327 PRECAST PLR. 343 qj 477 j 700 925 1152 1380 1609 U) IRE WBW IN FAMMms RE RIRE[10 9W=M FOR G/0E 40 F110 MM RMML SEL G0M 101 e0. 4 SAFE GRAVITY LOADS FOR 12` PRECAST wl 2" RECESS DOOR U -LINTELS U1 GW1x 401` D AM RMAXPMWRW = c NDM 90. FOR SAFE LATERAL LOADS en0 4.). 000PACT "j arre1 a C SA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12806 129Fb29I26FIa 1291`11- 128118- 121822- 18628- ILMO-21 527 PRECAST 2538 2942 5468 7584 9540 11669 13679 15679 V-6" (547 PRECAST 2319 2740 466 7564 9640 11669 13878 15679 5-8' (687 PRECAST 1347 1841 3555 8395 9640 11669 13879 1567%, 5'-10'(707 PRECAST 1259 1756 3361 5954 9356 11669 13679 158 8'-8' (807 PRECAST 924 1430 2833 4415 8884 3194,3006 125 1480Q 7'-6' (907 PRECAST 703 1203 2157 3494 5259 22 49427 9623 11329, 9'-8' (1167 PRECAST 389 843 1451 2157 3203 3209 5417 6360 U1 GW1x 401` D AM RMAXPMWRW = c NDM 90. FOR SAFE LATERAL LOADS en0 4.). 000PACT "j arre1 a C SA LOAD PLF LENGTH TYPE 12US 121`8 RCMU 3'4' (427 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299J. 4'-8' (547 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 12 7-8' (907 PRECAST 474 1771 914' 9'-4' (112' PRECAST 355 1326 58 10'-6' (1267 PRECAST 306 1143 454. 11'-4'(138) PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 345, 13'-4'(1607 PRECAST 229 657 276 14'-0(1687 PRECAST 216 809 251 17'-4'(2067 PRESTRESSED N.R. 162-1 19'-4'(2327 PRESTRESSED N.R. 252 534la 130 JLC bUaAliL nuic !O PLF 4'-4' (527 PRECAST 12951 369212583J e-8', (547 PRECAST 1213 3458 2417 5'-8' (687 PRECAST 764 2236 1 5'-10'(707 PRECAST 747 2129 155 6'-8' (807 PRECAST 602 1716 117 7-0' (907 PRECAST 504 1438 914. 9'-8' (1101 PRECAST 1 355 1 1011-IMSU mOEWCP(e'IZ . p Svc.a. ,A¢F7orib gale p u 90 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS 4-6.404.9 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12TS-21 12F12 -2112r16-21 12M -2112n4-11 12MIT 121`32-27 3'-6' (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (487 PRECAST 2389 3721 4672 6023 7174 8325 9477 4'-8' (547 PRECAST 2113 3291 4310 5326 6347 7365 8384 5'-10-(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 22 2972 3675 4378 5081 5784 7-8' (907 PRECAST 1267 1787 2163 3194,3006 3390 4417 5028 9'-4' (1121 PRECAST 1028 117 2006 2590 3087 3583 4079 10'-8'(128) PRECAST 920 947 1612 2281 27640. 3209 3653 11'x'(1387 PRECAST 858 829tam 1404 1982 2441 290 3364 12'-0'(1447 PREGLSI 814 753 1269 1788 2201 2616 3032 13'-4'(1607 PRECAST 678 633 04 1057 1485 1828 2169 2513 U'-0'(1687 PRECAST 622 586 974 1365 1679 1993 2309 17-4"(2087 PRECAST 434 427 695 964 1182 140 1623 19'-4'(2327 PRECAST 366 370 593 617 1002 1187 1372 I) WL mum a eA MM55 AR sumo wac mlei FM Wax 10 Fese MON aeM Se cERu1A1 WX Ra 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U LINTELS Cw p w" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1291`8"21 UM18- I wi,. wiwi 1mn- ow-2iIffiF70- 4'-4' (527 PRECAST 1620 1 26M 3740 4806 5867 6928 7969 4'-6' (547 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8' (687 PRECAST 1210 2042 2850 3658 4466 5273 6061 5-10'(707 PRECAST 1173 1954 2769 3553 4336 5123 5908 6'-8' (807 PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 1226 2163 2776 3390 4003 4617- Ir (I161 PRECAST 703, 771 1472 2181 2663 3145 3626 Lf';. • • • • - Ruwm w P)REN9I M ARE MR= REM=S M 10 REW A0910 REM SEE COMM NNE RA 4 447 PIIOWCcs%Wlh E:0dihUeFla(OA T E F r•<` pG.`' 69200CRgL R11? 70NALE;.`••` 6A4a s3684 C{. p.E rU(0.4lPI56 CAST-CRETE 4, 6" & 12" UNTEL SAFE LOAD TABLES e RIE 9ARC ;aW- 1 max m AaEW AODUO sum 97A NEIRMENISMa M IAM I•DADE M1Alvn-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the 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. FD 8, 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 Parr ino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, 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 atter 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 He%lmy A. Makar, P.E.,,/M.S. MIAM DADE COUNTY /7 `Gs/ NOA No. 17-0821.19 Expiration Date: 05/21/2022 oq ZglZo / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06/07196, revision #1 dated 11108/96, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P. E., dated 06/07197, revision #4 dated 04/28/98, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Hamm% P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 MI9.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-11121208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A,120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`, sheets 1& 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., 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., 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. Malar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTB ER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS -529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. A" W Cffeimy A. Makarr 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. lmy 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 I kV 04LaW W1u ' AS'T CRETE HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT REVISCD- 1'BUDN rituriU1v® e eomplylrg Mal 0. flarW0 u cmwb Ng twd%*g pw1ft .. BolTdteg Code r ADMA= 0 2 19 Aoo mlew of , rjv"`o'=%UMM raf tWMe[OKoaGnnlalaeeAaaltt1°N.ewal 0griayn Dat° p% Z B PON' 017 .n or oma. mi •r n m"+0. d rRovUCTRENEWED Mom.-4yft With ft TI,1 — 227.15 1 7 BY r MUST W/ 2 AM62 MDR u-._.n peMonties7.ceem Anna .cnisn.cex° rA.ee.7ro" 732;'OBM 0roY UPS STIRRUP 7/32'0 BAR STIRRUPS TYPE '8" STIRRUPS `•e Tmm 6 110 n n LINMS STIERu P &TAI SPA J vo . r atslrvamlo heti 7/sa au Attu mor,% Am 1: KM =7 M A M A.IF•7/t. K s. aom m Toa 11gm 0.r fluor+ WN ammo b amn :iR.Y7 mu "m 7 >2 un I LIM91.1 1 - l 1 r -e' 0.12 IL a IMM+ '-r 32 W a' A clumet n too-413AXIM" REFRa1aW Ob of INc aR GM Ila OOWfIR 4. UM TSOWN111MIL -310,Rmc0.-i 0.14L eel O e al -if' a - z f 06 2 010LL111i s eotluere natarow e.. t000 r0. tot r " = 0106 WU..0 OA 4'.r 32 a 0 fo7MCM4 Umar, 1'. • IMO to f01 Ml MrAA • m Ureas mw0. 'C 21'-r 0.174 J2 TO 7/31 GAR 21W e e S -a 3/0 to 00. Q, f D2 O' -2A. MAY a o7I M UrAm M Dow ro$a= floc[ . Us . rp. of rtmtmm uIrm a0DOM1N Gm tt-0' 0.200 t1f a 7/32 0.M 21-10 a e Y-10 J t0 0 RUM 2 A a f11d1eDI ratalatfflG 10 em. LOW AM faa7 W MMM 241-41,lit 0.-03 yf0 t0 aa LT -to• a o r-0 1/r 0,41411 A e 0 o10.104 CRAP- -a - a G .•'• N '•. ., 8" PRECAST W 2" RECESS DOOR U—LINTEL DATA TABLE It 0.110 co 0.M 13 -0 a S cmlpl7p raaaorTill" 0.A AWA Amep CaWl o o3,e% Tt a^+w 0._s• _<' 3 - - 31-4 awe I us 63 W" 7 W s -e a a - o A E 0V f CRMO PARRRIO a a- -t e 0 a in Pat 7a0M9lW MWAT1aN O rwmo rot ra M APF OYM. Ir b t Q -19'p1 : 6320. CR 619 EQ R G'•.< vR:O, G;,, . SFFFNEK FL =04 OAtO MOM= e7 o0r1a w Lm AM CAP= la tuawlm Ca ealamtlto cum tllA.00.: T., QNALF•N7+` R. RE u. (10.44i66 a-0• -e 0 e 0.L vrtnout w m a mm ton of GH Mme„ or CAST -CRETE 8" LINTEL FABRICATION DETAILS ui r ry 7575755 8755 a" oI2F7 ecT R PRF.STRES9ED WJNI'ELB 1F'enccear JL V0VAT AMA L1 FOR 'L9 . SAFE UPLIFT LOADS FOR 6" PRECAST 8 PRESTRE99ED ll-L(NTF19 SAFPLFOAD SAFE LOAO - POUNDS PER LINEAR FOOT TYPE RC Uve-ee erl"11 CF10-03 970-03 um -011 1plbtte er>2-OB LEN¢l14 V-0" (487 PRECAST 66-75 0712-16 ano-is 072o-18 u24-10 vu -1s aril -10 3'-8' 42.1 PRECASTI 2231 3000 3081 13711 4006 6143 sl Ll 0007 7547 INS 0174 0502 10394 10151 11481 4'-0' (487 PRECAST 19613 2ul 7543 2781 1431 Sub 0113 4M 7547 8151 4974 7034 101304 11107 11009 4'-6' (54'1 • PREDW 1599 1061 21b 2110 4375 2031 0113 3751 7647 4m 5872 5100 10194 4175 17501 5-4' (4347 PRECAST 1217 113oo 3090 1Osgs 7047 rm 3128 e 14tH 5-f0' 07 PREl515T 1062 1103 1461 1173 2499 101 4360 2090 O 2541 3009 7181 3470 av4 C-6' (787 PRECAST 908 1231 17]8 2177 2177 ilea 3031 SDI 3767 am 41343 1 8941 een 7-6' (9 PRECAST 194 1011 1011 1751 Ira 2q2 I 2= 310E 2090 6811 3191 hq 310.5 5475 9'-4' (1 12l PRECAST 4 I" 762 IIW 1245 IRS 161E I 26R 3150 3458 2615 47 3702 5390 10'-6'(12b') PREM 475 LIS ea 614 1032 IM 153 200 2013 2777 2741 2143 2636 4751 ll'-4!'(1361PRECAST 1362 537 9t, 945 1Je8 1368 1646 1818 24D 2023 3127 3127 4096 4000 IY-0' 144 PRECAST7 337 540 540 V3 en 1254 1214 1814 les4 2193 210 2105 ems 3592 47887 13'-4' 1 PRECAST 288 471 pl 1631 TSS 1075 1078 1425 1426 lex 1036 2310 1316 2961 2311 14'x' I PRECAST TTg 424 432 703 70! IW2 1002 1320 1>Za 1067 1697 2127 2127 2470 700 14'-8'(1787 PRFSTTIESSfD HR x4 451 x11 70 737037 147 1901 242745 141 2517 x9 D12 15!-4'(1(347 PRS7REM M R, 4( 417 1 710 x5 12 x8 30 057955 rw 2II0 27i 3 1r-4' (2087 PRESIR[SSID H.R. 300 Ia 31(0 95025 BA IIIA IW9 2Z-0-(2641 PAESfR 19'-4'(2327 PETIRESSED N.R. 181 DS N9 420 76076 0A 1031 tOt 1202 124 1N 21'-4'(256' PRESIRESSEO NR, 1sIW Ret 310 me 590 0134 x6 II14 114st22'-4'(264")PRBIESSEO NJL 185 318 ru ASO NR 701 let 1047 PRESMESSTD NR. Ift 1R 161 410 A8 W la203084 SAFPLFOAD LENGTH TYPE 8U8 I SF8 RC U 3'-8" (427' PRECAST 1025 1024 L -538- V-0" (487 PRECAST 765 1 763 1.300 4-6' ,(547 PRECAST 592 1 591 1073 5'4 (047 PRECAST 411 411 745 3'-117'(707 PRECAST 340 339 616 6'-8' (767 PRECAST 307 721 490 7-6' (00) PRECAST 424 534 363 9'-4' (1127 PRECAST 326- 612 230 10'-6'(1267 PRECAST 264 401 100 11'-4 (136) PRECAST 260 452 154 12'-0'(1447 PRECW 244 402 137 13'-4' (160'1 PRECAST 217 324 110 14'-0"(1667 PRECAST 205 293 100 14'-6'(1767PRESTRESSED N.R. 2$4 91 15-4'(184'1 PRFS3RESSiO N.R. 2511 83 17'-4' (2067 PRESTRESSTA N.R. 194 64 19'-4'(2327 PRESTRENEO N.R. 148 52 21'-4'(2567 PRESTRFSSD N.R. 123 42 2r-0'(2647 PRESTRESSSED N.R. 110 40 24'-0*(25nPRESTRES5131 N.R. 91 33 4F44RR2i SAFE LOAD - POUNDS PER LINEAR FOOT Ti'PE 595-71 6712-7 6FIe-iT *V -ti OFN-)7 921-17 SM -1T LENGTH 75-21 W12-21 1114.27 0720-2r ePN-2T 075-2r 5332-u 3 -8' PRE>JISr42 / 1357 ISI 205 2053 4 3524 4394 43% S!0 5161 4132 6132 7001 7001 4'-0' (487 PRECAST 1761 fief 7105 2to7 3040 3656 J615 cels 4Sro 5371 5>g 6079 6670 4'-6' (8477 PIfiGAST 1707 1707 2040 20(9 2107 2707 Jan 3375 4013 4711 4711 6375 5379 5-4' X47 PRBAST 101! 1010 A 1715 2276 436 2676 1m4 33"9 3131 3561 3161 4522 4547 5-10'(70' PRECAST m 971 Wed 1637 I 2M 2597 259) 3107id 1 3107 3620@ 1 3620 4431 4127 6'-8' (761 PREfAST 63S 535 U07ftl 1107 I 1180a 1866 2579 its IMA 2780 W16 I 3251 37 3772 7'-8' (907 PRECAST 777 ni t 1224 1 1024 1944 708 5 2027 I 2827 3UA A 9'-4 (1127 PRECAST 51 3111 700 an 1 1475 4315 1474 ISO 1668 1069 2151 1 2794 2500 1 isle 10'-6'(126') PRECAST 6m 570 6 665 915 1103 1115 1475 1461 17471 038 127 161 me 11'-4'(1367 Pi1E17A51 414 494 04 607 100 104 1037 1377 1274 103 1513 1115 17A 2167 lr-0' 1447 PRECAST7 no 410 10 n, VA ata 1302 11 1303 1.169 187 155 2035 1s-4'(1607 PRE= 60 403 607 760 763 1159 2764 110 1143 16 1373 1867 14'-0' 1667 PRECAST ase 48 689 717 714 7063 eel 1984 H112 Ino 1007 14'-8' 1 PRESTRFSSEO34 76 / 398 00 eD 2 It60 els QOS 975 1519 1131 1744 15'-4(1647 P 3131141= 368 4ee 516 677 so 763 140 elf 1460 IO34 1448 1r-4'(2087 PRESTTtFSiEOMS308 006 1 74 iD 1 734 1271 3 1473 19'-4'?J27 PRESTRESSSID751243 439 447 473 647 545 4R 1059 47 m 21'-4'(2567 mmREW201 307 3713 of 313 537 403 721 604 1105 id 653 Ole 2Z-0-(2641 PAESfR 137 137 117 223 245 314Su 379 462 166 46 so 030 445 24'-0'(208) PRESTRESSED 124 1N 07202 7G7 319 737 le 408 491 637 674 n TIE NUMBERS IN PARFNIIIESTS ARE PERCENT RUCTIONS FOR GMM 40 SEE GENERAL NOTE R0. re 917 3718,83 s aF a Flan ADOED RE9AR. SEE GFNEFAL NOTE NO. 4 ON SW 3 OF 3. 9AODl7t 7 PRODUCiMVISC•O ac complying "ilh Uw Flo7ida m` 0 IboWyyPlodQo dMBAoaF7cd0o Oumingfbib tm--mcAcmpILV AeMt-cc 110 022'1•/5"AcmptaoM o>ecp9 202 mea; 17Z 1 irv Eek CAST—CRETE 8" LINTEL FABRICATION DETAILS rn7r:au_ Na7Es - 311887 3 OF 3 -- CLnVo1 TZ r u44II1m.0 AM r LK%,tRl rwuWl1 .v - — GENERAL WE H0. 4 ON SFO'fTT 3 OF 3. TE y CRAIGPARRINO 6 1ti 6924 CR 679R4lSFFRNMR03684d\` FL MUG.NO.44756 CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAL Y LOADS FOR 8" PRECAST wf 2- RECESS DOUR U -LINTELS 4 4:1111 4:d1'd SAFE LOAD PLFSAFELOAD -POUNDS PER UNEARFOOT TYPE 52@40 sso-OB OFR am-" 1164 e07i41e 0130 LENG1'N 88116606-18 209-11 51114-I wig -10 ou-t ww"w1e 14030-1 4'-4' (527 PRECAST 1835 IN0 101 3355 36a 32e0 5206 4319 6139 5421 6060 6103 6479 7667 10193 4'-8' (547 PRECAST 1494 1596 IA0 3013 309 2992 3960 6611 4915 0060 124 70 6104 MW 5'-8° (6B PREniST 886 IIQ 1770 1461 1715 1567 2277 6209 02939p9:4446 17973960 1311 S'-10°(70°) PRECAST 810 an 1 t W 16A 2362 100 4242 1124 6sm 260 2328 MOO 6705 61-' (80') PFMW 797 001 1073 3120 3120 5016 5016 7747 7111 2n3t 73W 1067-6' 90') PR6CIrST 869 m las 460 1490 2459 2469 206 206 5743 Ii62J B'-0' (118 PRECAST 11 4 Me 099 I 599 IS6e 1 1500 2133 1 1 2251 1 3120 312y 1. 4091 1 4150 3145 l+39I IIMLATERALLOADS FOR A• 9RPf1AAT.d 9- RFr7PAA hnnR II.I INTFI A 4"r+ VV SAFE LOAD PLF LENGTH TYPH 8RU6 8RF6 RCMU 4'-45 (52' PRECAST 758 757 1164 4'-6' (341 PRECAST 694 693 1073 5'-8° (an PRECAST 408 407 655 5'-10'(70') PRECAST 382 381 616 801 PRECAST 595 786 464 7-8- (90) PRBC/ST 609 674 363 9'-6° (1161 PAET3AST 370 490 214 SAFE UPLIFT LOADS FOR 8" PRECAST WI r RECESS DOOR U•LINTELS 4-446&T5 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 61Fe-lr las &814-I o-1 n ear7e- 51720-1r LENGTH 1107-7r D- IRF14-21 o- &m 5822- ears -MI 21 4'-4'. (3 •1 / PRECa1ST as sees 1666 M2 1367 3056 050 3751 3751 4445 4415 640 5140 4'-6• (54') mmm e0 1604 1172 22" 3607 4275 4943 89 1604 W2 W9 3407 4275 490 5,-620 ( 6n PWXAT 06 1 1797 2328 2854 3312 3911 0n 1169 1797 2328 2e54 I mu 3911 5•-10(70) PRECAST 155 1Ww 1746n 2251 2n3t 3151 rA 2799 656 103 1746 2259 1 2773 2799 6 -8' (80°) PRf7rAST 570 929 r 15wo 1960 1429 2470 3329 570 1050 1530 1960 1429 2179 30 7--e (00) PRECAST 70 1364 ' 1765 2160 2517 2961 606616 M 1364 MS 2166 W nM 9'-6' (116 PRECAST 39s • Oft so 8a a 122: 15 1159 2180 395 590 1027 Ism 2016 2331 1RE KUUBElLS IN PAREMESIS ARE PERMIT REDUCTWNS FOR CRAVE 40 4 SEE GENERAL NOTE 16 (j) THE NUMBERS IN PAREI94Z ARE PERCENT REDUCTR7NS FOR GRACE 40 REID ADDED RBAR. SEE GENERAL NOTE NO, 4 FlELO ADOEO REBAR SEE GDIEW NOTE NO. 4 GENERAL NO li) kr0ad om c,sooV c5o)d9 3s7 ' ls4 ealdms d 0 &a •esodab TYPE DESIGNATION ett a.d WI 4020 pt F-Mo=am/U-I&RW beA 3= perN 1606 d 5 t Is) On {{ y"' a diOQe". m.r.4...(u9`°"'i2i«'.r elr Qa d" e e o,a lB 4Efl $E]Z I r e`" m191mm+ a°rftjon° cot9rA Mdd AQ00 tMW 170 6w demtlm 141 L6'b eY M cho5d Iv h aRYL(1Md4 tle ti. Idal .Rae e•1°5 r :'jf . i •{ 8F16-1B/1T wu U.«9 ly r0M 1WI+1D 0 A -d. be ;"corm. 4 YA pfd y sd. w teed 5d• 6>momMl Imet Rom ad01--I J >11010ar Oi 19 FtsFrtm k_ v/ fr&A_ 91}d11Q m•.ut li Ia) y mrd. pd S.Oy. al r1a4 w sob 650 020 ml her Mg16 .]en 9:I Al 181CI9 112041 A 14 6 1 Ydn. WN Iw Wi Iq fr rdd YqU+ ort +Loge, iu at. 6r Y.s ems Imaged bqQ tom -i 7s ArelA Al mF Fmdl. 6a sew led d Iw( TOit I>) tae b.d ..*.tow b .d .6..e1.1.• :1' • ml. (G Mb 4)14; e1.5r b pnaD i0 l.doelm W pored relrdlm IN IQ Sob IvA bond a nUnd dWp aedr6 w Aa 670 ..d AO IN l -in• CllMoeaaIdomeadwr ' , ; ;; •. F"n4c Ir 10dd ow -u mp y bd - 602 a 11) AdZ ai0 Mud bi rD..b °en w .6YAsd y, W dam. b PAiq •adfr6 y i v •. s/ l0i Mme 4 s t7 (W-- 6601 Fm 40cmd mw.b mer? 7u 0 )glen 6. Edd >bs am wrc • .• . p c.l `tr ruu a+2, hsdFr IwY(t/d11lF• -0• W 120151 r.b PAOOtICrrtHW=D •fit.J. J .:!a: i •} ' . y" if WA"Dods M60c m w PYW. 9del1F swwws Code 9h du FbtidAcallcm 10 She• 044 6dds e. IWAA& Ccaeywcm -021 f5 m-15pOp4I : J,i,= YJ on I7 r.e-r mw 6..*.Qw ter le. O nwa. 2 .•+ ; : TS 11316 AT 161wu 1)°iorLd 04d 1 e d ••Rb % Ila wdfiW -d 61 .•, r • e d IDOEI CM SEE SAFE LWJX LOAD MUM FOR 00 MW. 4Iby "*0 AW ermib6l tl 12727 V. ad- 650 •' FOR EAfil 3 a..,p.> ... 0 4• maOomplYtnB u90+ 1cr he Pbefd, 7 ase 4qar as mebote `ems macer ee4 dew 4-" 1"m Uw RU COURSE JO!`(;"• E N , ,O-i &dminS WINOo Z r aolOYa Iot ex - xa Edd 19toDrlcl r110 p,,, ) 9 FAonv4 r,Iavlalu 10 840 id4 eHdd r In be Medd d Q. 1.0-20 of 0. Edd -.4I/2 cut , .y ( JS REBAR + Ah 16eP/mld0 0.44 2eZ2 014010e F". Ae p 0720 7- o * • ''>• FtLlb Are / r•r 0810 at 6860 meds ' F • Stat Comm- A00 heWlo uL 4 r • (NiAIOPARR640•! 1 0202020 c;URI• i 0•• 8314CR679 SEFFNER FL 93514 1°l n iia s: a;is rl:r,iir;i%'r:a /"•FABRICATION DETAILSLINTELr.sra:r:n ric6ezriira_74 ztcra,61_ern::rt:r ,.. ,,,.,.. a:r.t9;riFn:ai1:7ta; :.:ra: F;+.' F'c..:k i5 • ;'Z:i'u!F,' tet; rsra r.r>fa:7:r'l1.•Ira: crs:zr r7 6=. -:.-= -s, 6.C.1:[n7:11:r_1 ai7 Ktul; WASIX t -9 M IAM I-DARE MIAMI-DADS COUNTY 0 PRODUCT 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) ,nvv.miamidade.eoy/eeonomY Cast -Crete PISA, 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) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIA hpADEeWNTY Expiration Date: 09/11/2018j. Approval Date: 09/28/2017 Oq l2 g/Zo/'J Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated Mcn•ch 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4'; 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS -529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS Y. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pmrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E D. MATERIAL CERTIFICATION: 1. Quality System"Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Nlarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. jj-, 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 - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. 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 # 1.4-0903.03 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, last revision dated 06/12114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119/14. 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 I. By Miami -Dade County Department of Regulatory and Economic Resources WR), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/1912014, 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 ofRegulatory 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 08108/17, signed & sealed by Craig Parrino, P.E. Helmy A. ivlakar, 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 4511 UZI MIN. ti La ytsILA Ems m.s a r va ma rte® tO it WLRX7- i1S1EcAll h1Sa cariiC2[oeCi•auartss [s¢1faVLFi lrc]au'tJta rc a[t sesstt vc 4:ur+:remrti[I>ays:s[Is[rr sa- 7QLimlSk ri =_ Cd Vt'1 JL]OiC L\ti! F56FN.t11:11..t7C'i AC''A ' [k1as..JOQFI f7LF3',.7[3 1t• l:L[O V®rd f:C10 Cly 1 1:111::.!!'CSi i-dAi t:.*.?I• lS! 1R:1._:.IEGtJi ocsrrun"KEDEE2oertt•,.,—' Irr-Irawl,WJJrra9r+f[fs>•rsa:.rrrQartu!rrc rQ;fra: racy[tiis"r rr asi>, "rrroa[ri_roc rr_o rr rtE*aatsar:a:__raL-urr:[ocyuc.o i1?fii'Ti ii[i`.%tt!lr"•liif4L':5 1r ab" cram Kn w M110rSAQ9r'lr21KLimrF 1,Q ILL",,, 1, .'.lflcEl mmir_:a::artui::.rrudrts::ary u rL), • m rr v ec2[o of ar auar us rA v rcrr?L a c a urFolt oarrvc rnrca i rrt• sacyL[r:a:::.lraa trrcnr e-i[Vf.rrn fiC1fr C_C7 ET2fr!1'_Jr'dLVfli.7'?Clf I:IL'a y !e; _ .ra i, rr i v>.. r.: i;; j ,. fiCylr?'TlEut• [-arWWTr*.nrxlmrxva i•'ii1+:1 T ';X11'tai"1 1 a:r•a-:uur.o::;L. W"FT.;ZFFIMi rarer rrc9KTJTVsiiIrtlt'.'.Irr.r9 U-11 r rzmgzr:f._::ea7rx Ja r+GII3 C..rEC7ac:ar Gi 1v®t7 y F,Cy. . rtal::rraryvfF..: `Je6 avn4doo ffC4iL^T.Fr1rFLl:!`Irrfd"Jr2id.rtfCirL7t1 fr CYmFfTJrkl.lS"Srfi'd'J r2LL':JiFf 7F'L 7Q ir.n,•sicrurats rc.u.ca vur 7Qr•:i>• IGIIl7Gi[7Cy G'T:i'.'7LJ[t1:L"Jl1C<`IfaVA'JiS.l F7C GALIa r c.,... . - 7... , rfA=iC:'T_7mrk111.rrFdir2L"_L':iF 9 rrorerraranrrtauaer>>yrr tir r,C9O ne r etiae,..,..rcuuriar.e cr wn r nnrsta rv+se+ravr,..}.,V dr...n,.« r,C5i2iiarcSimt:1[ti:i':Jr[•[:t.:_JOCS o 0324 f. 579 SWPOL - crrcrrLSr7rr[rtl:Jrtc i•r1uL:.rFd+oc a ra rararc ra t t Al L•[Na;lg:aa i.yn t sAri i[ C A.ST''RCE i E Cava I} YWhle yamfipatmJ00DPr 0nbeh spinpb a uois 1 tppr C90 moll :loam nd tarot M 85111 NI5 dp MMM e.mr pt A50J 0170 bla Y ar s 2) N ab b d Id1a bmd on niobmm 4 b11 am" towlig• aunt. be tbob y eE Gag' b.a14 q Ia iElh bins Seo / t/2 Saha 3) Pa,W M moft woad wog }lints. 4) Tho mawf In patalbmb b(i0du thepo,esd adatb• far Meds d w , W '6m, 1> r/ ,edw8t:724-294. 1420 (.ha) - 1218 ;iI{7DpO 5) N Rob mol or aeoW NO ddWPL aNWb2subof , E/I80 ddbdbq OU" ft res 'A msh4.E ao Iw nova "S" 4) sham MW 6110 a Mf*A 7) 4' oM 6bb to Os WWW r/ ! fm mW btbmld ad W •mules va 0) lad0 M*Wedmtlalmut 1 tYW nmt amp Ors' a N Uo mafimb d At 9) a*ddalddmp m nes roebUnq t oaf thwra d O fmn by d appmE, 12) r a Ir IrLb m mudodn0 alb 5-1//12 b" utdo d IM soft b a w"% M" a1 robfadng and weall. t» IIs asitia vxfm o Gads Iaml b aluty a 0- aasow pM gssGpsoodhpordomeagOWba:m da as( q riwh A7N_ y?•! Q)! or 14) b bb (wIed :W IesiM tn*Ybobsorsaadr6tdrras W ssdml 11 4 indswld 1md S IA Sd 0,1101 boa SM0 :bald Ewa 15) Por mopodb fold mob ad skim os• wb bW Ian ata low hdo do" 10) Por Inld know lel Ano, im wE0 bad fmm wt Irgat too flees 17) Ids bob ms ouPuftPo W do-" bags. 10) Sas boh band on mbof dWP took pepA0 MdOa anada A0p•31& 19) tt - cc ba ods ohb tROdl) a be1 Ou idaL Su dMeE E iknodd; JeW SEE SAFE UTFRTL UMD GRAVITY MM FOR LOAD FAIM SttiT7^• FREEIitF00 CUU "U) 1180 FILL COURSE 1) ! 5 RMAR FOR 6' LPRELS 1/r CLR TTP i , tri.. 2 15 ROR FOR 12• UNIFLS CR40 a CROO SAFE LOADS FOR 4" SOLID LINTELS 44 -114 -cm GRAVITY TYPE LENGTH 4S8 3'-6' (421 PRMT 1180 4'-0' (48' PR£W 959 4'-6' (541 PRECAST 789 5'-10'(701 PRE= 460 6'-8' (78' PRFGAST 360 7'-6' (901 PRFTAST 260 9'-4' (1121 PRECAST 156 10'-6'(126-) PREGST 116 12U8 4asr•49m UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' (42' PRECAST 687 371 4'-0• (481 PRECAST 597 320 V-6' (541 PRECAST 529 258 5'-10'(7n PRECAST 407 146 6'-6' (76' PRECAST 388 118 7'-6' (901 PRECAST 280 87 9'-4' (1121 PRECAST 167 55 10'-S'(1261 PRECAST 152 43 12F8 12F12 12F16 IQ talda fbtl sdaW r6ar to w babg at W lrtba of W wtd ow4y. ,` •~ . r i•t•.'i':•1 '+:;1','j }fit: PR0D=R6 tSGD 6U8 6P8 6F12 ISMS r, eam0E7m6a11b 1tw Fia1h yrti ;1; : : Auste'•°ertOroL7 0E21.18 ;. :: • • TYPE OESICNATTON r—r. n,a maou/o.mmm •, y:.J•+ ' 'r ,;, ••• • r'= r0ecorr eem' • • }' ..y.t'"1 lt% 4.. `"1,' 'r ' v •.',;'j4 12F16 -213/2T i; :i ,i i !• .j'•} v welMm Jas J IN iI Ner If , r' Y T ; Y"`1 'Y•rt .• ?: } :`:. a . .:. .:.}•tet . :!..4i;, ti,` . w • Rpaauo,m ,Yuos . `i':`.. 'ti(..v t.•`.:i{•:. T• i,,. O palmmraaf . T,: ";: .';'' 1 y: r ,'...' l.:°'tom'•' .x'1~'fes yrao• • `, ora12F28 12F24 12F20 of 3pmPROOI1C11tL"If9 mmoummT• SWMryc tbMien do PEatda 11 s wa ma m®• • • • • • p , 4, T/ 7f'Jy ,(/ " CRAIGPARR;NO tiha -o O of Tr IroEm•u mm _# 5P, R pp'•1` ` J 63Z mem /* 6F32 8F28 6F24 6F20 pd•`S.hfAL aG p SEAi1EP,FL 335M uct Holm - 41. —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 13d 1 4 um "' fiJv' 1 f02 NArC otlO1S-u =up. am um sWL• ars dUf: VIVO OEM R: CM FAMA FL - RC VA 40$8 CW84:®E. U412 SM 1 Of 3 c— SAGE ARAVITY L0009 FOR e" PRECAST Ud INTELS C4 FC41Nf'S SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6118 6F8-18 61712-18 6fl8-1 61710-18 61724-t6 61726-1 61`32-18 S-6' (42-) PRECAST 2332 2675 3892 5050 6148 7227 6297 1 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6146 7227 8297• 9357 4'-6' (541 PRECAST 1654 1687 3633 5050 6148 7227 0197 9357 5'-10'(701 PRECAST ' 1067 1260 2198 3557 5734 7227 1 13297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8- (901 PRECAST 779 883 1459 2106 3151 4524 6654 9357 9'-4' (1121 PRECAST 564 660 1056 1573 2084 2795 3731 5017 to' -C(1261 PRECAST 503 566 895 1270 1706 2236 2898 1 3747 11'-4'(138') PRECAST 457 513 805 1133 1507 1852 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2230 2808 13'-4-(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-$(1681 PRECAST 351 391 60.5 835 1067 1373 1703 2087 17'-4'(2061 PRECAST N.R. 299 455 620 794 985 1198 1437 THE NUMBERS IN PARENt11IE9S ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FeQ a" PRPf'AeT ua IMM -S 10MIM-C4"" 1/ SAFE LOAD PLF TYPE LENGTH 6U8 6178 RC'..MU S-6' (421 PRECAST 557 1055 596 4'-0' (481 PRECAST 467 787 445 4'-6- (541 PRECAST 416 609 344 5'-t0'(70l PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 T-6' (901 PRECAST 222 367 116 9'-4' (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 II' -4'(1361 PRECAST 139 311 49 12'-0'(144' PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0"(1681 PRECAST 111 202 32 17'-4'(208') PRESTRESSED N.R. 1 130 1 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS CM..M.4 M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 6T6 -I1 GF12-IT 6F16-17 6F20 -1T 6F24 -1T 6128-1T 6F32 -1T 3'-6' (42) PRECAST 1412 2074 2715 3358 1 3997 4638 5279 4'-0' (487 PK= 1225 1600 2357 2913 3470 4027 4553 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(70' PRECAST 631 1222 1600 1979 2357 2736 3114 6'-8' (767 PRECAST 723 1097 1437 N 1777 2117 2457 2797 7'-6- (901 PRECAST 648 m 8630, 1249 1544 S 1840 N 2135 N 2431 9'-4- (1127 PRECAST 575 57101) 960 1252 14921732 1972 10'-6'(1261 PRECAST 514 1 462) 787 1121 133qjg 1551 1766 j. 11'-4'(1367 PRECAST 474 404 685 965 1213 1442 1645 IY-0'(1441 PRECAST 451 367 819 888 1093 1299 1506 13'-4'(160') PRECAST 402 308 516 to 738 w 906 1078 1247 fx 14'-0'(1687 PRECAST 366 265 475 677 832 989 1145 17'-4'(2081 PRECAST 253 108 338 478 585 683 j 803 Q) THE NU SERS 91 PAREJ4TNESLS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 ING PARPoNO 5324 CR 579 FNER.FL 93584 E.t10 Ne_Alm PRODUCT:tAvLt'Ee ' 8aN'ryl CbdevHh ftFlmtda Arnpcm NoD'i` l8 ovMand a n rof ObUCf'RUVIS9p BNldlyw(N Ih0 Florida Aeaptin _ 0 0 Y olegrI ' a 2.2 I 4%ul-V6 a-CAST—CRETE 4", 6"& 12"LINTEL SAFE LOAD TABLES .. lmmnr. 14 MM m 04 AIM W" hAlfl 3114/41 A[CICL nt m P/Am P.C. - RG a 44tu olttlOTH& LTUIl "a l of 3 RAL SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS FRR 442 oaFeA§T LOADS SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS 4"ri41041r6 SAFE SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U6 128-29 1312-70 t2F16- ty29-29 1784-29 IrA-29 IV32629 S-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (487 PRECAST 2923 4232 5838 7619 SM 11060 12755 14438 4'-8' (547 PRECAST 2396 3464 5304 7819 9352 11060 12755 14438 5'-10'(707 PRECAST 1612 2320 3218 5234 8487. 11060 12155 14 , 6'-8' (787 PRECAST 1383 1986 2679 4196 6421 10032 12755 14 7'-6' (907 PRECAST 1136 1628 2131 3218 4676 6756 9763 1352!1 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-8'(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 4748 12'-0'(1447 PRECAST 455 878 1073 1513 12020 2617 3333 4206 13'-4'(1607 PRECAST 359 767 a 928 1294 1709 2186 2743 3409 14'-0'(1687 PRECAST 321 720, 865 1204 1584 2017 2451 3106 17'-4'(2087 PRECAST NR. 451, 631 851 1141 1428, 1750 2102 19'-4'(2327 PRECAST N.R. 343 477, 700 925 1152 U80,41609 Ut 11E MAIMS IN PAROMM APE PFRGFHI RMXTUM FOR WOE 40 MO ACMD KMVL SFC WM NMI R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST W12" RECESS DOOR U -LINTELS 4mr-`-ft" SAFE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE17806LENGTH 2196-2612610- 13614- 12618- IN22- 171626 17AF 4'-4" (527 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 13578 15678 5'-8' (687 PRECAST 1347 1841 3555 6395 9640 11669 13679 158711, 5'-10'(707 PRECAST 1259 1758 3351 5954 9358 11669 13679 158 8'-8' (807 PRECAST 924 1430 2833 4415 8864 t 1 5028 7'-8' (907 PRECAST 703 1203 2157 3494 5259 7922 9625. 11 11 9'-8' (1167 PRECAST 389 843 1451 2157 3203 4427 5441 8380 F) 9E MMEMS IN PAWMESS ME FE1WW REDuMM MR WDC 40 RSD MOD REM SEE MVA NOTE 440. 4 4-ST-C4,4fi,, SAFE LO AD PLF LENGTH TYPE 12UB 12FS RCMu X-6' (4r) PRECAST 1295 4541 393,31, 4'-0' (487 PRECAST 1295 4841 299 4'-6' (547 PRECAST 1049 3922 2417 S'-10'(707 PRECAST 681 2547 155 8'-6' (767 PRECAST 579 2187 12 7'-8' (907 PRECAST 474 1771 914' 9'-4' (1127 PRECAST 355 1326 5806 I W -e (I 2n PRECAST 306 1143 454,4- 1I' -4"(l 3n PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 34 13'-4'(1607 PRECAST 229 857 278 14'-0'(1687 PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 633 16 19'-4'(2327 PRESTRESSED N.R. 534 130 art .Utm% Ru¢ 10 PLF LENGTH 4' -4' (527 PIE= 12951-36921238; 4'-8', (547 PRECAST 1213 3458 2417 5'-8' (687 PRECAST 784 2236 165 5'-10'(707 PRECAST 747 212911552J 6'-8" (807 PRECAST 602 1716 117 7'-0' (907 PRECAST 504 1438 914 9'-8' (118') PRECAST 1 355 1 1011 l.1ifl9'.'- PRODIACT Re 9uf &wim hoF ida 1n 00Du'onpm SEE GENERAL NOTES - SHEET 1 OF 3 4CMIM-0o " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 138-27 12FII-2112FIB-2T 192D -2112f24 -IT 2 W2T 2F32 -2T 3'-6' (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (467 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5656 6441 6'-8" (787 PRECAST 1444 7269 2972 J675 4378 5081 5784 7'-6' (907 PRECAST 1267, 1787 21 319 M. 4417 5028 9'-4' (1127 PRECAST 1028 117 2006 2590 3007 3583 4079 10'-6"(126 PRECAST 920 947 1612 2281 2764 3209 3853 11'-4'(1367 PRECAST 858 529 1404 1982 2441 290 3384 12'-0"(1447 PRECAST 814 753 1269 1788 2201 2616 3032 13'-4'(1607 PRECAST 678 633 1057 1485 1826 2169 2513 14'-0'(168') PRECAST 622 588 974 1365 1679 1993 2309 W-4'(2087 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2327 PRECIST 366 3701 593 817 1002 1187 1372 pj 1) 19E 1611995 M m4 -"m ANE ICRCD(F REODCI®B 1911 GIM 40 F110 AWED FM" SEC GMK 00% NA 4 SAFE UPLIFT LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U -LINTELS I(MR14 " SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IM -21 INTO-21I7RF30- 4'-4' (527 PRECAST 1626 2685 3746 4806 5667 6928 7989 4'-6' (547 PRECAST 1558 2582 3602 4623 5843 6564 7684 5'-8` (687 PRECAST 1210 2042 28W 3658 4466 5273 6081 5'-10'(707 PRECAST 1173 1984 2769 3553 4336 5123 5908 8'-8' (807 PRECAST 1020 1538 2426 3114 3602 4489 5177 , 7'-6' (907 PRECAST 904 122601 21 2776,j 3390 4003 4617 19,8' (I 161 PRECAST 703 771 1472 2181 2663 3145 3628 Q ENS 44 7 6EEODUCI R8V Ul Uudi FIwWa T F A.Pow. No 09 0, o C1TAIOnO 1/ *8 DR1 P J6324CRs79CR5yY` Deb NALEr;.`' BE MM,30. 33584 FL.P.E'18E,2J0AIR68 uCAST-CRETE 4TH, 6" & 12" LINTEL SAFE LOAD TABLES 11C TALO ;W74 T canon 111763 mAw I sett: U.S. A1C PEliiltf 16710CROX5 FOR SEE 900k NOTE R0. 4 a MIAMI•DADE MIAMI-DADE COUNTY W= PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AIM, 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 A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated ,lune 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. M/allcar, P.E., M.S. MIAM DADE COUNTY NOA No. 17-0821.19 Expiration Date: 05/21/2022 O9 /ZglZe / Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of], 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 I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS -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 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 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1& 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per 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: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t _,4 g. W& 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 9-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details") sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II -01.21.04 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. MATERLAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 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 Alliami-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. K OTHER 1. Letter from Cast -Crete USA, Inc., dated Azigust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A—'4 d Az elmy A. Malar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMIT'T'ED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural 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 01126/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. l>! Clffeimy A. MakarrP.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. Letterfrom Cast-Crele U&4, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E., cert6ing compliance with the Florida Building Code, 2017 Edition. W. IV elms A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiratlon Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST AND own PRESTRESSED CONCRETE HPS Q 6 " 8 STIRRUP 2=ILS sc.0 ra me W w.m rL mI •.• act's ALL 4- mm fee.R r jcAn • •••••• OfwrowVO L(lE CAemC 71f1N OOOf1 .• Iw FOR YeRR to ,? It •r Arae R AR FA f r r ' rrMLkl== 10L l m d""UMI? DtU 7I1G iii2:i+dl:"1Q'lt•E)• tE"I lmKiYAD 191, vE —VIUZAt:WMVA v UAMA pulmDt—ro,1]irCl DLi3L! k"rT>sa A IGfii3rL1flEflrivx T7O'it•D1//!!=lr,SlfC1G[CEIG71t•f0 0 i lkSQlffYiiiY11® IF1r l rlY. f i(L!•L:!71:1teli:f L"1Dii;r fCi m %iLi I3 RG i?4• p'.9 F C!! 0 mro am[u:ar::rr.Dt>3'rrJv lr<t. r rr ars:r 1 F i[YL•L• niat art:n..sr:•,Dc:s::ilLc nnr.0 i3f<LJF:3i'"1R.'e'ir•'1C/tYL":JrC ii©after rn..-rr>I,4:[L•;17G1<fua;irtr rtia ru:lar•,• KZA_ rJawE ALimr ReK;91ffim7_11:Ir,ara Mao ocs+rtrrresi[r-.ntuar_a.v...,rt..r'r1r>• ter. f•.rN!fyee r•:fovltil.7:Kall`Iai: r•,.r, t•U.1>•If ILQ.k'li 4. tas Ilolfarj lw WOMI Otl A nloaoA FOR noolaT M"MAI. a IS ranmrD rr Co mare Lets Jam ulmfr K xagmw m a amrYOWo MMM W MM room CUSS R OF wr-a,c ML rA I. 9rBi 7/n W AM ASIA N. K a WIC UK MIL Mara 01 nava AW rs ante etYc w ASAI Ana•f/A ra OCOD OF na amrope guru e000mloom ASWTO AJIL101f-r6AWON Ie[rtKNM7 _ Im of sp oIn . 4 r101 TIC oaCOMMnerearmoul f. •"as s rA r XMFMW tAcr Imes aloru a Smeve rmmame unasl P.. R\o rm (aa ALL Mm " m Vag= a 0101 IACLa a L .oalRs of f 4mwnm fmit; f4 L OVA1'e[i1Rft IaiC[ . Wo a Is. 4f W Case= WT K VM W UP) m MR2=0 uxmk x0m om CAor 6 mgnomu mud To "m uAm AW IIARKM rmra. Ely Puuotfcraevlslf I/ Mlnwrbrus uV O OT.eZ Ge16 19,/q a, cFwoM CR 579 PAFAWO RI•,\C SPF WL FL Mu. FLPZUO NJ.44M IrI CAST—CRETE 8" LINTEL FABRICATION DETAILS n-nrw r nnna cne A- ODId:ART R DRFSTRFSaM U41NTFL8 gyr.caen,• SAFEELOAD SAFE LOAO -POUNDS PER LINEAR FOOT TYPE 3'-6' (421' PRECAST Y6 0410112-a 01F1e-0118fS0--0a W24-01 =3410 6ia-W LENGTH 4'-0' (481 PRECAST 1173 111 en2-t11 an" erre-fa 1734-19 atm -la 03:-111 3'• (421 PRECAST 2231 alp 90 3711 460 af0 6113 ew 7517 am 1474 6:62 10374 IMI 114109 4•'-0' (461 PRECAST 1965 ZI 26517 2751 606 3120 1113 7097 7517 U71 1674 1091 4 alp 1160! 1(00 L-0• (St1 •PRECAST 1509 1969 2169 2110 4316 2031 1113 3733 7547a 415 ILII 1 SW 1034 IM IMW 4• 64 P911 1217 1149 160 106 3190 1939 9R 1 Use fig 310 7342rd 36411 am 4210 10 5'-10- PREGIST17D1 5002 1105 1451 103 2622 101 1 4360 1 2090 71621971411 2549 3009 3460 hd 6'-6' (751 PRFGIlST 906 1231 5239 21 21n 3600 I 3601 53111 3707 4060 430 103ft 6073 5MOd 90r) PRECAST 743 roll roll 17212m 17D 211 1 36911 26603111 6611 6447 3665 6472 9'-4' (1127 PRECAST N.R I" 762 II6o 120 IRS 1643 i 2564 2504 3456 3115 ale 3192 090 IO -6' (1261 PIE= 75 an w aro Ion: 1 1217 15111 2093 2013 2773 2731 2103 354W Said 47a4 11'-4' 1 PRE= i 362 SR 362 f4 93 Go In$ laid 1446 tin 2473 3127 315 4606 4901 IY d' 1{4 PRECAST1 337 540 540 073 073 1 1254 Ia4 194 I 1661 2W3 2103 2105 an 3552 3952 13''4" 1 I(fEiAS1 296 n) al TSS 763 1 1075 I073 93 1 1515 1676 IBM 2316 2316 2067 20) 14'-0' 166' PRECASTi 739 424 442 703 766 IOW 1062 IM 1 IRS IM 107 2127 2127 28" ISM 11- e'(17 PRESTRESSED67 NR to 150 M6 715 OR Azo 9M190 le 72473 111 2717 In fill PRESTRESSED15!-4!(1841412N4- ga NO 710 x6 1250 Ira Int N6 2076 IRS 2329 pi 2513 17'-4' (2051 PRESMSOD N.R. mo 300 RN16M I 0LSD tam e Ne 7100 ION 420173 19'-•4'(232} PRESTRESSED N,R. MR to3 60 415 7r Tao KR 10o37 MR 736: Idt Esu is ole 21'-1'(2561 PRESTRESSED N.R. ISO NK 4440 ps us lot 11611 4 13M 1406 2Y -O'(2641 PRESVM ID N.R. Ia 115 N6 316 N6 190 76154 IMA fat l9! N6 laf 24'-0'(268') PRESTR65ED NR- m 1n OR tv Ha 450 MR Oso IA 054 BR Io9Y rA 1221 STAFFLATERALLOADS FOR t ,DcalOn IIA 1417c1 A GVII. SAFEELOAD LEN43T1I TYPE SUB 8F8 R CMU 3'-6' (421' PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-6' .(541 PRErAIST 592 591 1073 5'-4 (641 PRECAST 411 411 745 5'-10'(70') PRECAST 340 339 616 6'-6' ('rel PRETAAST 507 721 490 7-6' (96 PRECAST 424 634 363 g' -e (1121 PRECAST 326 • 512 230 t0r-6'(126 PRECAST 284 401 180 11'-4 (1J6 PRECAST 260 452 154 1r-O'(1441PRECAST 244 402 137 13'-4 (1601 PRECAST 217 324 110 14'-0'(166 PRECAST 205 293 100 14'-6•(176 P N.R. 2$4 91 l5'-4'(184•) PRESTRESSED N.R. 259 83 17'-4'(2081 PRESTRESSED N.R. 194 64 19'-4(2321 PRESTREm N.R. 148 52 21'-4'(256 PRESIR4SFA N.R 125 42 zY-d•(2541 PRESTRESSED N -R. 116 40 24'-0'(2887 PRESTRESSED N -R 91 33 73141 1404 Ic71 none 2nD 0.• DDF[!ACTR pRFSTRF93F U.LRdTELB 4 pae 6wlTv SAFE LOAD -POUNDS PER LINEAR FOOT TYPE e% -it er a mo -1r eF2o-rt eru-Ir 0111-17 au -17 LENGTH at" 0072-21 150-21 SM -7r V24-ff gn-V evss2r Y-6' 42 PRHAST 1S6° 1569 mss 2153 1 4 3524 4394 4394 6266 sial 102 1 7601 7WI 0' (487 PRECAST 13337361 2303 2303 1 3W7 3060 31115 3315 4510 SIM effi 1 6071 4073 C-5' (541 PRECAiT 1201 1107 201D 2010 2107 2707 3315 J375 400 4041 4711 4711 9373 6379 6, ((64') IOtO tole 171• 1716 1 2276 2276 23311 2616 M99 3399 310 A5_ 4522 4:22 V-16'(701 PRECAST 606 923 1SQ7 W2060 2513 2593 3 3107 1 3SZ0 4533 4133. e'-6• (781 PRECAST a W HO 1407 1 I 1666 2321V90nd Ists 960 3251m 1 3251 I 37 3732 7 -b' (901 PREGIST 737 717 1 1224 lax 1 1624 1 2025 2075 2421 2aa 2x27 3M I 3U6 9'-4 (11T1 PRECAST 5fl Sol 706 102 11 36 1 1311 1 1471 160 MIS Im 2 2560 2619 10-r(1261 PRECAST 63110620 671 a9S 910 I 1150 d lots 14R Nal 170 1736 209 2011 2346 11-4(1361 PRECAST 474 514 607 600 1042 1037 1372 127 IN] 1513 11115 1151 2167 ed tY-0' 144q PREd65T7 410 415 431 no not 937 ILA 062 II 560 1301 141 Ismod 2015 13'-4'(160•] PRECASY 411 4!1 . 360 400 507 140 743 1139 964 is 11Q 1 1323 Mel 14'-0' 165•) PRFm 164 410 334 421 50 717 n4 1063 Us 4t4 t Ina2 1220 1607 176'} PRESTRESSED 219 xs 334 393 62° 410 112 060 03 I 736 tate 1131 1734 15'-{'(184' PRESTRESSED 2x 237 3U 306 40 oto I27 906 769 1 911 1440 1034 1 1 17'-4'(2081 PRESTRESSED 192 ZED 306 415 hoe 740 75MB 1271 an A 110'-4• `2727 PRESTRESSED 162 160 221 sea 346 420 447 In 60 04 s9 747 1277 21'-1'(T567 PRESTflESSED 142 192 Af t32 307 373 30 S» 0 721 9® 906 665 Iola 2'-0• (2641 PRESTRESSED 131 137 197 273 213 3sd 373 U 112 0116 6M as 610 991 24'-0'(2657 PRESTRESSED 124 IE4 1 1706 I 202 29 319 M& 4S3 6 101 471 so 6741 g) THE NUMM IN PARENTIOIS ARE PERCENT REDUCTIONS TOR GRADE 40 SEE CUM NOTE NO. 18 ON SHEET 3 OF 3. A) I FIELD ADDED REBAR SEE GEKRAII- NOTE NO. 4 ON SHEET 3 OF 3. POD(X: gzft-WEO 1AD171J'C..rYRRw*) PNODUCrRHVISED as—10ying with the Floridbman ata5m917a'6whh111orW1idl V ' Y'.794111-Fb df J Dalw As Cade A.cgKwee No L-oRZ1.li mpO 0%27.15 7141 ZJ Zott en - e -3 3 6r 2l M AAm* 0 0 NORu NOTFS - SHEET S OF 3 i, 9 K rp IIICiD N¢ r014U11 rmu+ l u nAc — .. GE)M NbTE NO. 4 ON SHEET 3 OF 3. SEN 'L RODUI,TABYIWO Op C Ih•lOoAda ' 9k 5 M4eN.oee2b( o o L TEQ .0 SPAf511N0 °Q g•nI74tI -, O4' // y 7 f{_ L"rr i•' S324GR679 j R lV SETfd NETT. FL 83604 a ,. T ICRETE 8" LINTEL FABRICATION DETAILS 734 1alnd a. 709 r1u01e, ri - Ito.la x731 Y41B 637 ro sGit -- SAFE GRAVITY LOADS FOR 8" PRECASTwr 2" RECESS ObUR U•UMLS 4 A3ST•t•:'4 SAFLOAD LFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 6Nf1F00 $WI W1 Bede -e V-6' (541 PR6GLST eRle-ee MM - LENGTH lK1118 m997le tlf10-IB WN- tetli-I mate W30-1 4'-4' PRECAST7 163 1719 1491 7155 9[99 amo 5901 6'-8' (807 PRECAST 5421 am 0403 9479 me 0193 7'-6' (901 PRETAIST 509 IS99 3903 1993 pm." 4946 Sa24 6904 4'-8' PRMW 1494 17se 3w9 518 EF 2 me 9478 1tttl3 s'-8' (68' PREiY1ST Ds ' ° ) 9 PR=critwi m7z a•nmfhsfu e r(.el` 920 1770 17911 1339 3191 7400M1367tl475Ittl179727262154376239117417 93115'-10"(707 PRETASi 818 499 1653 1000 2644 373{ 3700 1746 2M111323R41426631 570 I 0700 6'-8' (80') FRECA4i 797 941 las 3110 5844 L 7747 9445 73m 2129 261990116733120601070159474I 7-e' (90) PREM 669 755 1490 1459 3776 6743 7219 6021 2964 110') PRFLA4T 766 1400 2459 J776 6743 1 1 9'-O' (118 PRECIISi 411 540 990 1560 II53 3129 • 4091 3146 516 tl9 1506 2255 3119 ILSD 8091 THE NUMBERS H PAR MESIS ARE PE1WW REDUCTIONS FOR GRADE 40 FELD ADDED REHM SEE GefRAL HOSE NO. 4 SIENMELdQgS 1) Ilds f Ir aavv a11 WA - 40M pdpn.y.e.4 4W 16000 Id 1ae\ atled300 M VA en its ASWMIb Gal. 970 b rek..LL\i aaM p/Aml Q70 lir U at i r. y y9Alm + M .'A•7 h ai° 4 Ya 0 1 bd•.. • 3) aWt. b0NOW 1W ad k" J119L 10 nTke amwO b pww* ymd d tzb hIatgIm Feted ceb%ft 1a If@ 11TJ'i i/Ist w3+ inWl H73 a' i "n 0 4 AFOo<C(amdFnde» vow Qi fT-i• ae! k"ar mtat. pm Oravrab l/ti0pdtae0r. _ W 7YdM ia0tliii&dd 4 San rda4 rddr w rWboL Aoai 7) Go 17it..6/tr 73.7 W 4&4" t« ba 0 (Aam _' /I 4.W r tW a dOam411Md PaPebstdamlob ntyA. mtda eal.l.detl 'I 9) =, 14%":sdo¢a f rWO moomllal dsa. m k- ONN I= of agpK lap ox - Kd blW 10 wks S.Y a6Ld r.6r to M bmw d a" Ibllm d aw am 9AP WIML LOAFS FOR a• ubeednm.d a" taonaaa nnna era lural At R C SAFLOAD LF TYPE 8RU8 8RF6 RC14U 4!-4't (3* PRE&W 758 757 1164 V-6' (541 PR6GLST 694 693 1073 5'-8' (01 PRECAST 408 407 865 5-101(701 PREfAST 382 381 616 6'-8' (807 PRECAST 595 788 464 7'-6' (901 PRETAIST 509 674 363 9'-8• (I 161 PREWT 370 490 214 e SEE CENERq. NOTE 18 ly Ua1M n 3-1/1' M add.. d W Bab b cmmo4.b na0rd W r r ae! MwVo} 13) b eW .siw d rddr fadi9r4 L akar{. ca.odl ab adal 3910,. U•, mdbf d admeedl gpfd rl dkddta(WiyI67Y..6p0IIf v Mir HP•(W6 ewG p 14 k. ld' Ida'il t do41 ler Iks aelt.(7wsgrr9i 4i. r'i4eloy.ra,rea taGad Wi> 9d. + 1d. badanN W L IA 14 For awfula wd boob of 839738 W.O. bw (me -rd by b w .6..a IQ fa 6k, b.p9m W ON& fh mb ked Gam Pad b.1d bo On. 11) 9d. 39.4 a..apaR>t".e4 aintb bWa 14 9d• bW+ Gerd a• rAmd d.dp arldli. pr Ad 670 aM AG 34 1bj " anealMpfcy 907.E N • don 1r Idd A• .1dA 6daia alfdd 1/1' cm SEE SVE UAlE1A LAAO IAS=FOR LOW WaNO FOR M r,mm AI RCw O Ism SAFE UPLIFT LOADS FOR 8" PRECASTwi 2- RECESS DOOR. U•LINTELS 444TP4CRO" SAFE LOAD - POUNDS PER LINEAR FOOT type 69srtr far epRi- 1P13,20'a." 8F16-1B/IT J L, al5 LENGTH4,-4.( low 2A2 J751 4448 6M0 e0f t r :ti ' •i 160 9W 3731 4445 140 4,-6' ('• 6q180495723r07 4175 4943 p ON 404 21r2 EF 2 7607 4275 4147 5'-6• (68) PREGItiT Ds ' ° ) 9 PR=critwi m7z a•nmfhsfu e r(.el` 1 17971894 F' c, vR1 •'•` •924CR61• L afPi_SSii..... •cC1.` &EFRIER.fL 93364 371s 3911 475 Ittl 1797 2726 2154 3762 3911 5'-10'(70' PRf.CASi I% Meg 1748A 1239 I, 7777 v 1716 2799 sm 1237 1746 2M Vn 6 2799 8 -B' (80' P(iE> AST 570 919 I 1910 2419 1619 3320ta SA 1010 1530 1960 2129 2619 3329 7'-6' (901 PRECAST Sm 747 7366 1 2149 2697 29w 606 694 1304 1765 2166 1367 2964 110') PRFLA4T 395 • 464 664 122t 154 1 2180 395 540 1072 1 1341 1 2016 6731 1) THE NUMBERS N PMENHIE95 ME PERCENT REDUCTIONS FOR WON 40 FIELD ADDED RMkt SEE GDMVI NOTE NO. 4 r.ar:731[si9lsfa i : lmr9c r 6rAu:r 1: ..,.. r.nt CAST—CR ETE 8" LINTEL FABRICATION DETAILS Y:a'rddailFt aivl.Y!.17 lrt7.a:6 ,.a ;, • :.?`C+ ; Z't`.jlr,^r._ C1rl7r, 1,17.11111; 7Pn. , ra:rl\1t .1:/1;14 SdA VGFi " a•'- ^% r.,\:M:[Ha 17:r1:ia`l4'fIU: I.VAYt/i[ _ _ _ ___ _ Q TYPE DESICNATIDN F - i6llD Iml OGOUr / U • ,OBR i 8F16-1B/IT J L, al5 Is lrc6a u IOr Ja: t r :ti ' •i 0 v 43 1m19 u imam EF 2 QQy.. OA 4taf PfiODUCrEZ@ Gi;.•• • otdwre RRV6CGp 1rb 01c1larid: 7 ACa02 N I L p - (crawl EN ' O'40 RENUWip 1a+t0i0aPlatlde 0.44 io -° %tom Ds ' ° ) 9 PR=critwi m7z a•nmfhsfu e r(.el` a;'•7k Aeoe0b0ee rher Cinon mpalsgmOmo•oZ 777 i ! 6ffjj %10, II••` f/' CRAIOPARFIY)0 F' c, vR1 •'•` •924CR61• L afPi_SSii..... •cC1.` &EFRIER.fL 93364 r.ar:731[si9lsfa i : lmr9c r 6rAu:r 1: ..,.. r.nt CAST—CR ETE 8" LINTEL FABRICATION DETAILS Y:a'rddailFt aivl.Y!.17 lrt7.a:6 ,.a ;, • :.?`C+ ; Z't`.jlr,^r._ C1rl7r, 1,17.11111; 7Pn. , ra:rl\1t .1:/1;14 SdA VGFi " a•'- ^% r.,\:M:[Ha 17:r1:ia`l4'fIU: I.VAYt/i[ _ _ _ ___ _ Q 1 APR 13 2p1p CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f k- q IC) 1 (' 4 Documented Construction Value: S _ 10311) Job Address•3Q "a 1-- M, e Parcel ED: Historic District: Yes No Residentiab, \ Commercial Type of Work: NewAdd11'ti n Alteration Repair Demo Change of tJse Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name . -f-ay} , h+ ), (1 rn? .S Phone: )_) n - er 1') % - 3 f) l) Street: ) uL?q ,y- n W oo, d ) a l % Resident o!roe NbPPrh'' City, State Zip: ca 32711L Contractor Information Name c, Q,f C .Phone: 07- 6Yho - ( Street:J , n' r C_{-- Park, L) Fax: ('l ('n( City, State Zip: ' V l.%h f - ar i , TV 322 cU State License No.: r::c ,l'oia-3O0 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 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Reviscd: lune 30, 2015 Pentih Application Rl 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: 1 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 Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID Signature of Contractor/Agent rr-- Date Ci' f fJ>Z Pr' t t;ontmctoT/Agent's Tame Signature of Notary -State of Florida Date Rr!u°,44 PAMELASTERNUS Commission # GG 110622 Ecpices August 7, 2021 orrno° ao"rwuot'"elmoteryscnim Contractor/Agent isPersonally Known to Me or Produced ID ype 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFOF BUILDING & FIRE PREVENTIC FrD PERMIT APPLICATIC Application No: i e; - 9 ( o Documented Construction Value: $ -+cou Job Address: 39 2 ` Historic District: Yes No Parcel ID: Residential (a Commercial [ Type of Work: New aAddition Alteration Repair Demo Change of Use Move Description of Work: Pf c kA&P-(o t vN c 11( Sl e.A• i=c.c e -P Plan Review Contact Person: P ( cans e -j) -i b S. b tai l d Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name J lL(•Azr Qf t mow. bt Phone: -4L--- 2.4.3 -3v Street: 9 --)n[ 8 C.ohY+•%oLn 0---t Fax: Lfo3- - 2-4.0 c-iLi',' City, State Zip: Qr4 c,X, d.o E E 3)-Y 2 Y State License No.: Cr -n- L) Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zap: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construct in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, po furnaces, boilers, beaters, tanks, and air conditioners, etc. FSC 1053 Shall be inscribed with the date of application and the code in effect as of that date: r 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 e found in the public records of this county, and there may be additional permits required from other governmental entities such as wat r 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 requii in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit will be applied to your permit fees when the permit is issued. • . OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Argent,, Date Print Owner/Agent's Name Print Conis Na c Signature of Notary -State of Florida Date Signature of Notary -State or Florida Date My COMOS10 t 11 FF Iftm EXPIRES: Aug ist 25, 2018 B- M iho WM UnO m b Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised. June 30, 2015 Permit Application 507 Stale Road 52 123 Miller Road Ir 9701 Bachman Road Established 1973I Valdoo, FL 33594 /••• Orlando, FL 32824 www.RJKielty.comcaudson, FL 34669 407-855.2636 State License # CF-CO2M,2 27-863.5486 813-661-0707 R.J. KiELTY Page: 1 OF 1 PLUMBING • HEATING • COOLING Proposal Date: 7126/2017 proposal No: 717-13530 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 Ve Propose hereby to tumish material and labor . comploto in accordance with specifications below for the Sum of: $7,760.00 payment to he made as follows: 40% Rough In 309/6 Top Out 30% Finish. NET 10 Days 111 materials guaranteed to be as specified. All work to be plated in a workman like manner according to standard practices. Any alteration or deviation written orders, and will become an extra charge over and above the estimate. AOromspecificationsbelowinvolvingextracostswillxecdonlyupon rgreemertLs contingent upon strikes, acclde del g ourontrol. Owner to fire, t%rnado, a4d otjr necessary insurance. Our workers are I wvered by worker's compensation Ins I THIS PROPOSAL MAY BE WR RAVJN IF NOT ACCEPTED IN 30 DA0.UTHORIZED SIGNATURE: No hereby submit specili and les tor. Hester Beth Up Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve1Shower 1 Toilet Gerber Maxwell 21-9121.28 White Elongated I lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Beth Up I Tub Sterling Accord 60x30 71140120 White With Watts And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By BUildar With Moen Chateau 64925 Chrome Faucet 3rd Bafh 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chatcau 64925 Chrome Faucet Kitchen 1 Sink By Builder I Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Ui1fly" 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric VOTE: Backfilling Included For Sevier b Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sever Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - TheYoutodothevm* as specified. Payment will be madeaboveprices, specifications and conditions are satisfactory and hereby accepted. are authorized outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after days. Any sewer taps deeper than 412 feet or requires backhoe or dewatering will be an extra charge. r as, DATE OF ACCEPTANCE & PAGE 2: t4a SIGNED. / r' ' mow` Branch: Hudso dit By: Loct Edit Date: 7/2712017 CITY OF SANFORD V Wr( FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: / 'q— -I to Documented Construction Value: S 5070.00 Job Address: 3929 Saltmarsh Loop Historic District: Yes NoFzl Parcel ID: 17-20-31-502-0000-1750 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC new construction with equipment and duct work. 1- 3.0 Ton system with a 5 kw heater 14.0 SEER 8.2 HSPF Plan Review Contact Person: Connie Kulp Phone: 407-886-3729 Fax: 407-781-1654 Name Starlight Homes Title: Executive Admin. Email: connie@energyair.com Property Owner Information Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: Resident of property? : No Contractor Information Name Energy Air, Inc Robert C Kulp Street: 5401 Energy Air Court City, State Zip: Orlando, FL 32810 Name: Phone: 407-886-3729 Fax: 407-781-1654 State License No.: CAC 1816317 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pen -nit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6iD 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 pen -nit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ka' sl s1 Signature oof-Coonttrractor/Agent Date Pri ontractor/Agent's Name J. nature of Notary -State of Florida Date Florida R 1: C•onme Lee Kulp h r_ 'Ay Ccmmission G 45696 hyoj: ° .?xo: s 10r20r 1 Cont Ferse ymrmwn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads 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 #: 34708 Date: 1/26/2018 146000 Subdivision Phase Bid I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 175 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3929 Saltmarsh Loo CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 32773 2260 MagellanModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R -410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP036L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU -1 CH14NB03600G CU -2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU -3 CU -4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Builder calls inspection: Yes Yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper ZD1 Y8150A1017 Qty 1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 402.56 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. 14 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: Task - Description Hours Cost 03 -Fabrication Labor 1.98 24.95 Rou hin 2,500.00 04 -Installation Labor 27.30 409.43 06 -Piping Labor 7.00 119.00 Trim 2,500.00 14 -Kitchen Vent Trim 02-Material/Tax 1,274.65 O1-Equipment/Tax 1,482.48 Permit 70.00 09-Permit/Other 110.00 011 -Delivery Labor 1.42 17.95 20 -Pull Material Labor 2.85 35.91 Total Contract: 5,070.00 11 2 -Startup Labor 2.501 42.50 ProjePtSummar Job: Starlight - Wyndham ct - - wrightsok, y Date: 6116/2017 Entire House y: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air. Ct, Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner@energyair.com Web: ~.energyaircom Project For: Lot 175 - 2260 UL, Starlight Homes 3929 Saltmarsh Loop, Sanford, FL 32773 Notes: Design Information 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 17353 Btuh Structure 15512 Btuh .. Ducts 3222 Btuh Ducts 5921 Btuh Central vent (47 cfm) 1319 Btuh Central vent (47 cfm) 900 Btuh Outside air Outside air Humidification' 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21894 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 22332 BtuhInfiltrationEquipmentsensibleload Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 1244 Btuh Central vent (47 cfm) 1382 Btuh Heating Cooling Outside air 5699 BtuhArea (ft2 2310 2310 Equipment latent load Volume (ft') 20003 20003 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 28031 Btuh Equiv. AVF (cfm) 137 70 Req. total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1105 cfm Actual air flow 1105 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Sold/italic values Aeve been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 -Jen -19 15:OS:59 wrightSOft' Righl-Sidle® Universal 2017 17.0.28 RSU02S34 Page 1 4C6—k ...Specdic%Wyndham Preserve\Lot 175 - 2260 UL.rup Calc = WO Front Door faces. S Q Z; WYNDNAM PRESERVE - LOT 173 W.n n.rro+ m of ilM "friar. O[ O s.&Ir1. ti arblcfl., .Nr• r &UYdrNc "VO4" Nord rlwwl rWtscut. es r s...w DSALTDIARSII c SPECIFIC PURPOSE SURVEY 5 ($ Loot 1: FORMBOARD) fi 4 n WYNDIM PRESERVE nl,I 41 LOT 17S ELZV TIM•U n O0D ZOKM 1M M e1, PC 93) figo h t tiw w Y Mr w r nlre. r alW®lR 1&rlra emr O Iq. tlil®> Mgr= frr-nr r ti Dwr.. .. rte FFC— 7036 f 3d ppp- siwj clMi 4 rM R'W. f.Mr LOT 161 LAT 160 LOT I19 3 ut-rrs w rra.M f—so rr. ro-r.wrr ba NM -- Ir. Ard9Y0 S f 4aAD' DESCRIPTION' LOT 175, aamQup to the plat 0 orfM .DlnRrr ur o fur bn 01 YJYNDNAM PRESERVE', &, If1D ad in LOT 173 c Ru Book 01, Pope 93 PDC& words of 10:."lir ... r 1171.. AREA. b Sefniflole County. Florid& Y .w r llsn. 11 irMti Osla mw SP0 ^ Q Z; 35MYRFWDE M W.n n.rro+ m of ilM "friar. O[ O s.&Ir1. ti arblcfl., .Nr• r &UYdrNc "VO4" Nord rlwwl rWtscut. es r s...w DSALTDIARSII rl... a' Y..n IMlwl rlr M r7 .r.WIM*r .n4 w Iwo r.&.. i.wrarrl.r.rlll Loot 1: SURVEYOR'S NOTWSb 1. LOT 17. 7760 MAGELLAN LOT 176 w{..`kir i.. ELZV TIM•U n O0D ZOKM 1M raM a .M. Mr.M r .IrM .` w rOar +w W."rlr w r modw CAl1AGE • lE)R t tiw w Y Mr w r nlre. r alW®lR 1&rlra emr O Iq. tlil®> C frr-nr r ti Dwr.. .. rte FFC— 7036 Yq fti,r MONO lZU-Ew, In r10p0 Lau Y" ppp- siwj clMi 4 rM R'W. f.Mr ut-rrs w rra.M f—so rr. ro-r.wrr ba NM -- Ir. Z r+a. • r r,r.. tnn O IDI . ro.orr VeiR DESCRIPTION' LOT 175, aamQup to the plat 0 107 01 YJYNDNAM PRESERVE', &, If1D ad in aEIITTcMro1 0me cpm SALTMARSH LOOP; o' Rlfaft-Or-WAY _ DLMINSION d/nawArz IiCLO _ NOT@ b!M' SOIYlIV r.A Ou0f+9 Arn...irs cOna/ W.n n.rro+ m of ilM "friar. O[ RMRdlby S. s.&Ir1. ti arblcfl., .Nr• r &UYdrNc "VO4" Nord rlwwl rWtscut. es r s...w twrslr r ..Ir r" e YlMlrMrf •O. rMrr rasa .Jrq onrl.ln.. w+ Ip.O rl... a' Y..n IMlwl rlr M r7 .r.WIM*r .n4 IVW rl.. trwnrirnrr..nw Iwo r.&.. i.wrarrl.r.rlll IIeI•rlrl.. wb. r.rl.M SURVEYOR'S NOTWSb 1. PILIVARED tomb rlw fr arr.s • r ASHTON WOODS w{..`kir i.. n O0D ZOKM 1M raM a .M. Mr.M r .IrM .` w rOar +w W."rlr w r modw t tiw w Y Mr w r nlre. r alW®lR 1&rlra emr O Iq. tlil®> 11lp.Mb ir•. 11m Iwl/YIC. Rnl. frr-nr r ti Dwr.. .. rte wr nw . a.rr r r.r. ww r.n Yq fti,r MONO lZU-Ew, In r10p0 Lau Y" ppp- siwj clMi 4 rM R'W. f.Mr r..vr. P MM. rbwlw rW17OM'. ut-rrs w rra.M f—so rr. ro-r.wrr ba NM -- Ir. Ww ft.rll lura rni °o-l"+rr s+ M:r. r+a. • r r,r.. tnn O IDI . ro.orr VeiR DESCRIPTION' LOT 175, aamQup to the plat r-aw. raI ++rM Irr.. p0r r ba1O+ w 01 YJYNDNAM PRESERVE', &, If1D ad in Ru Book 01, Pope 93 PDC& words of 10:."lir ... r 1171.. Sefniflole County. Florid& Y .w r llsn. 11 irMti Osla rLY N.w m INY i ryr olmM MrMSw. bIr M rw r a,MIM ww q M.+l M r a. NM IYrM: n.Mr rl MM 1r/. r Pr I.TI.u-AiiYiin rr.MA!lrN;'-r, y ' 9-'.r r Y4 FL 32muy ft,. - r log Plpl., twlI270-0140 1" (&13)2.622&0 LL11w0lirlo.. ND Le 776& GeoPoint Surveying. inc. REVISIONS iA10e Dei. An. CMO P.0 OIWr Ne. TRI-COLjj qTy 7ESTING LABORATORIES, INC. 31 S. Main St Winter Garden, M 34787 rRo.IEcT No: n 407-656-9656 __-- pRn Brio: REPORT NO,. REPORT OF XT -PLACE DENS19rY TESTS SPECIFfiCATION., 51e r`, c (+' C''"L-moi cowmAGTOR S OPTIM M MOUTUM e f ° REpORTED TO: MAXYMIIM DRYDBNffff rdATERHAL:l' J DATE TESTED: DSl'PH WURE DRY DENSITY MAX DRY DENSITY ®rte TeMUWV PEWXMW M ACATM RgcHF.9 Ibs.cu.R. s•eyQ. i l CITY Of kNFORD FIRE IEP.#1RTR4EUT Building & Fire Prevendon Division PERMIT APPLICATION Application No: l'k-9)J Documented Construction Value: $ 45,000 Job Address: 3929 Saltmarsh Loop Historic District: Yes[]No Parcel ID: 17-20-31-502-0000-1750 Residential Commercial Type of Work: New z Addition Alteration Repair11 Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fag: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Resident of property? : Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: n/a Phone: 407-630-0119 Fax: n/a State License No.: EC13008106 Architect/Engineer Information Phone: Fag: E-mail: Mortgage Under: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FDC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (7017) 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: 1 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 tl,-- yl, c,1191 Signature of Contraetor/Agent Date 2(c,hcl0\ C-->bbs Print Contraetor/Agent's Name Signature of N ry- to of Florida , ` ASHLEY FARMS notary Public • Su -e of rtarida j Comm,ndon 6 GG 196e6S a.. My Comm. Ex&14 Jun B. 201? Banded Urou dattonrl t+otary Aur. Owner/Agent is Personally Known to Me or , Contractor/Agent isp rally Kn to Me or Produced ID Type of ID Produced ID Type o 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: January 1. 2019 UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING:, Permit Application isCITY OF SkNFORD fIRF DFCPART&4Eiq1' Building & Fire Prevention Division PERMITAPPLICATION Application No: ( (o S Documented Construction Value: S 45,000 Job Address: 3929 Salt Marsh Loop Historic District: Yes No l Parcel ID: 17-20-31-502-0000-1750 Residential Commercial[] Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Temp power pole Plan Review Contact Person: Brandon Gibbs Phone: 407-630-0119 Fax: Name Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: Address: n/a 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 TAE 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: 6th Edition (2017) Florida Building Code Revised: January 1, 2019 Permit Application i 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 executcd 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 OwnedAgmt Date Print Owner/Agent's Name Sigoatu a of Notary rate of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is V 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COhEWENTS: Revised: January 1, 2019 UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application Signature of-Contractor/Agent I Dail qe.s f G. ncl Print Contraetm/Agent's Name C u kI Q Signature of N daUluN"[ Owner/Agent is Personally Known to Me or Contractor/Agent is V 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COhEWENTS: Revised: January 1, 2019 UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application IfCITY OF SA.NFORD Building t& Fire Prevention Division FIRE DEPARTMENT T-Pole Permit Card PERMIT NO. 8 01 (0 42 *5 ISSUE DATE: Oho. f1 I k CONTRACTOR: 4eegg (? !t /?I Q 4? Z* 44. 0 LolaJOBADDRESS: tift~'Soi TYPE OF WORK: 1 /00/e Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for ins ection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All T -Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC POLE FINAL INSPECTOR WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 REVISED: 4.17 Inspection Line: 407.792.6069 or 855.541.2112 0, I-9)0 ENVIRONMENTS FORb SITE ID: 389731 LOT: ITS BLOCK HOUSE: 3929 STREET: SALTMARSH LP CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTt. 9093TAFL BUILDER: STARLIGHT HOMES SUBDMSION: WYNDMAM PRESERVE COMMUNITY: WA PLAN: NDP 101182017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3929 SALTMARSH I.P. SANFORD, FL 37771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave ReveUa DATE: 020082018 t i ' FA N 'K a •n'" Jc: S'J?N" Jam":"" .. K t ; CORRECTIONS ' SkIDER, , . RATER 7 !. NEEDED:: _ '% VERIFIED" ..4VERIFIED WA 5.1 AMC Access Panel (fully gasketed and Insulated X 5.2 Attic drop-down Stall(holly asketed and Insulated X 5.4 Recessed Ughdng FUturss (ICAT labeled and sealed to tl a0 X 5.5 Whole4vuse Fen insulated gasketed to the opening X 7.3 Fresh alr ventilation insta0ad per pmgram x X urowwer um BUILDING ORIENTATIONµ' PROGRAM CODE PROGRAM CODE VOLUME CU. VOLUME CU. SMELL SO. SHELL SQ S(150.) WA 19,508 0 0 n ; PROGRAM CODE 3+ • PROGRAM ' ' • CODE - .• PROGRAM CODECFM50 -; CFM 50':. <. ACH 50 ' ACH 50 % o18M9 % o1 SMO BD TWW 0 12.270 7 BO Acdal 1.548 4.75 R— P— TW Mat 8mm 0 Bdrm 21 0 1 Bdml 31 0 BdrM 4 0 Bdtm S 1 0 I Rm t 1 0 Rrrl 2 0 Rm 31 0 1 Other 1 0 CO Datscbm t'r r `3 IEsin , Lgoallon i r = Mirarladku r Nam " EnwW StarOuWW SYSTEM 1 WATER HEATER E8ldard X ENT 50110 W or > Of Harowlmd Lloft Must Be CFL Or LED X VAULTED CEILING REM Low Flow Faucets, Tollsts *W X SYSTEM 3 Pmgrammaft T1larmoatst'7 X Certirlad Groan Plepram Level Ragldrea Visual Inapecdon 1a tluniml 43 slam : +" ' t'r r `3 IEsin , Lgoallon i r = Mirarladku r Nam " Model #I ' • Modsl 021 G' ,. Model p• Modal 04 i SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER VAULTED CEILING REM NA NA SYSTEM 3 WATER HEATER NA EXPOSED FLOOR REM NA SYSTEM 4 WATER HEATER NA NA DUCT SUPPLY R -VALUE REM SYSTEM FURNACE DUCT RETURN R -VALUE REM NA NA SYSTEM 1 WAC OUTDOOR UNIT OUTSIDE CARRIER CH14NB036 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVACAHU (HEAT PUMP INTERIOR CARRIER FB4CNP038 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP RI III MUM RCLrIRC T1n1.LC t Y.r ... , 1Nr a. jiBUILDINGCFY1RU:iERI3TIC3•., a ':t ca•:;AS'GESIGN=VALUER '- •c ASBUILT=VALUER. +,frau •IE - .ZiCOMMMEM• 9OFBEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R -VALUE REM NA NA DUCT RETURN R -VALUE REM NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Deva ReveUe DATE: 0lMaW1e BUILDING SPECIFICATIONS 0011!DINMCPARAC,TERIMIGNEVALIVEOM PROGRAMMABLE THERMOSTATS PRI 111111 AS 0- lff&0903- COM EMNTyv YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY 6 LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Hto. 4.75 : 4.75 ACH 50 PeeWe FRESH AIR VENTILATION TYPE PRI 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 • HRSFDAY 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 SPECS PRI INTERIOR % CFLS PRIF INTERIOR % OF LEDS PRI INTERIOR % OF PIN.BASED PRI EXTERIOR FIXTURES % OF CFL'S PRI EXTERIOR FIXTURES % OF LED'S PRIF GARAGE FIXTURES % CFL'S PRI GARAGE FIXTURES % LED'S PRIF DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRIF SUB TYPE (PRIF) SUB AREA PRI SUB DEPTH PRI SUB FULL PERIMETER PRIF SUB GRADE PRI FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM I TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 3 SO FT. SERVED (CFA) TEST: DUCT BLASTER RESULT. PASS TESTER: Doe ReveGe DATE: 001MMIB POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF CFM2S) ACTUAL CFA)ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFF) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE . SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) ACTUAL CFA)ACTVAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET TEST: DUCT BLASTER, • RESULT: PASS TESTER: D.R.D. DATE: =W=18 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 CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL BUILDING SPECIFICATIONS BUILDING CkKPAC.TIERISTICS AS DESIGN • AS BUIL VALUES COMMMENT DUCT LEAKAGE TO OUTSIDE REM NA O029 CF,M25 / CFA TOTAL DUCT LEAKAGE REM NA 0.12 CF,M25/ CFA FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Protect Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3929 Saltmarsh Lp Permit Office. City, State, Zip: Sanford, FL 32771 Permit Number: Design Location 3929 Saltmarsh Lp (Lot 175) Jurisdiction: Cond. Floor Area: 2260 Cond Volume: 19508 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n• R: CFM(50): 1546 C:nnlu r M„ Iii 0-;.. T-- r'% -.- ELA: 85 EgLA: 201 ACH: 4.75 SLA: .04 ACH(50) ' : 4.75 For prescriptive projects, tested leakage must be <=7 ACH(50) For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, Intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, If installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, If Installed at the time of the test, shall be turned oft: 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: 09/06/2018 Digitally signed by Dave Revelle Date. 2018 09.06 11:09:03 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle @Iopbulld 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. Blease feel free to contact me wth any Questions. 1W2512017 389731EFL HOUSE PRESSURE FLOW: 1 50 Pa 1546 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: 85 EgLA: 201 ACH: 4.75 SLA: .04 ACH(50) ' : 4.75 For prescriptive projects, tested leakage must be <=7 ACH(50) For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, Intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, If installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, If Installed at the time of the test, shall be turned oft: 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: 09/06/2018 Digitally signed by Dave Revelle Date. 2018 09.06 11:09:03 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle @Iopbulld 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. Blease feel free to contact me wth any Questions. 1W2512017 389731EFL This certificate is presented to Dave ReveHe 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. J E3u ld Home Services RTIN # 4311088 Stephen P. Carr, Registration # QA Designee Ths forth was gerwaled horn EFL Project Manager. propeny of TopBwle Home Services s :, rMo?tryJ860D9 A, 9P r s tcn TpP P 04/05/2019 Certification Expires 317.19 So 14mevsk 400p 3? ft' A0 - 7/0 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear 20' Side 5' LOT 174 6.0. 40.00' NORTH BOUNQARY OF LOT 175 LOT 175 AREA = 4,400 S.F. +/- 10.1 C P?SPATIOp 2 STORY RESIDENCE I M 3929 SALTMARSH g LOOP FFE= 30.35 w C 7.3 ' 3RC ; LOT 176 8FP -Backflow Preventer Si ht Distance Easement Permanent l-c ld R -Reported PCP -Permanent Control Point 0 -Description t P -Plot FINAL BOUNDARY SURVEYo.o O.R.-Official Records Book Do -Water Valve LWYNDHAMc Pg. -Page Z-- PRESERVE v a Cable Box LOT 17S o a, %- o t`I 10' UTILITY PB 81, PG 93) a Pole 4000 tight Pole P.U.E.-Public Utility Easement 0 * L l S89040'51 '1 V SIRW s C0 NC Y7 m -Sanitary Sewer Manhole 6 mJ U FMGO-MAG NAIL & DISK 4- a, o CONC CURB 9) aD o N FIR -Found 1/2' Iron Rod LB7768 0% z c FIP -Found 1/2" Iron Pipe L87768 a -Blow-off Valve FPKD -found P.K. Nail & Disk L87768 -----Drainage Flow Direction FCM -Found 4'x4" Concrete 50' RIGHT—OF—WAY PCP (PRIVATE ROAD) _ N 240.05' PCP LOT 161 LOT 160 LOT 159 ami , 10 UNE m 9 E ea >: FIR N89-40'51 FIR 317.19 So 14mevsk 400p 3? ft' A0 - 7/0 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear 20' Side 5' LOT 174 6.0. 40.00' NORTH BOUNQARY OF LOT 175 LOT 175 AREA = 4,400 S.F. +/- 10.1 C P?SPATIOp 2 STORY RESIDENCE I M 3929 SALTMARSH g LOOP FFE= 30.35 w C 7.3 ' 3RC ; LOT 176 tb _"'"' LEGEND:ADUSSO-Access/Drainage/Utilities/SidewalkLicensedusinesa 8FP -Backflow Preventer Si ht Distance Easement Permanent 15.8' PRM Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power do Light P -Plot FFE -Finish Floor Elevation a CONC CNn WALK O.R.-Official Records Book Do -Water Valve w Pg. -Page Z-- w --- RCM -Reclaimed Water Valve Cable Box 8P -Brick Paver Telephone Box o WM 10' UTILITY O -Utility Pole Cl -Curb InletGuy Pole 4000 tight Pole P.U.E.-Public Utility Easement EASEMENT (P) SIR S89040'51 '1 V SIRW s C0 NC Y7 m -Sanitary Sewer Manhole 6 SIDEWALK p FMGO-MAG NAIL & DISK 0_V -Irrigation Control Valve a, o CONC CURB SALTMARSH LOOP o N FIR -Found 1/2' Iron Rod LB7768 Existing-Existing Grade FIP -Found 1/2" Iron Pipe L87768 a -Blow-off Valve FPKD -found P.K. Nail & Disk L87768 -----Drainage Flow Direction FCM -Found 4'x4" Concrete 50' RIGHT—OF—WAY PCP (PRIVATE ROAD) _ N 240.05' PCP S 89'40'51 " W 555.98' v CENTER UNE tb _"'"' LEGEND:ADUSSO-Access/Drainage/Utilities/SidewalkLicensedusinesa 8FP -Backflow Preventer Si ht Distance Easement PermanentS -Survey PRM Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power do Light P -Plot FFE -Finish Floor Elevation 0. . -Deed Book Water Meter O.R.-Official Records Book Do -Water Valve P.B. -Plat Book Xr-Fire Hydrant Pg. -Page RC®-Recloimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Cone. -Concrete Cable Box 8P -Brick Paver Telephone Box SW -Sidewalk E -Electric Box FFE -Finished Floor Elevation O -Utility Pole Cl -Curb InletGuy Pole GTI -Grate Top Inlet tight Pole P.U.E.-Public Utility Easement f --Guy Anchor RCP -Reinforced Conc. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet EHNo -Electric Handhole O.U.E. -Drainage/Utility Easement COO -Clean Out FMGO-MAG NAIL & DISK 0_V -Irrigation Control Valve P.K. -Parker Kolon Nail a -Sign SIR -Set 1/2' Iron Rod L87768 WM-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 Existing-Existing Grade FIP -Found 1/2" Iron Pipe L87768 a -Blow-off Valve FPKD -found P.K. Nail & Disk L87768 -----Drainage Flow Direction FCM -Found 4'x4" Concrete 10 Proposed Design Grade Monument PRM L87778 1 As-Built/Existi.q Grade Note: Some items in above leaen may not be annlicoblel Description I Date I Dwn.ICk'd I P.C.IOrder No. 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 VMDHAM 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. 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 175, according to the plat of "V YNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 08/30/18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the norida Board of Professional Fax: (813) 248-2266 Surveyors de Mappers in Chcpte 5J-17. Florida Administrative Licensed Business No. LB 7768 code, pursuant to S 72.0 Florida Statutes. GeoPoint Surveying, Inc. mss D. LALS6915 Drawn: RCA Checked: JDL P.C.: Data File:Bd=nFmt-PkdLSURVEYOR & MAPPER N0 . SFLORIDAPROFESSIONAL NOT VAlJO WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 08/31/18 Dwg:wamEnt-Latin Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r--