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3857 Loon Ln- 18-1401; NEW SFH (a)MAR 16 2038 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 6- / `t'//of Documented Construction Value: S ka*rT %lu 2 & 15-5.0° Job Address: 3 8 6 1 Lvo --, Lam_ :&q rt-S"A Historic District: Yes No Parcel ID: 17-20-31-502-0000- Wyndham Preserve Lot 2Ya3 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : No Contractor Information Name Starlight Homes Florida; LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhern & Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA Fag: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO Y010-R PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IT YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code 134— Revised: June 30. 2015 Lt 2 , 3Permit Application 1)2' s. 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.. 3-ka,AIt Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Notary- tate of Florida ODate Y s Shayne Mange( NOTARY PUBLIC s' }STATE OF FLORIDA Comm# GG113111 Contractor/Agent is`' Peftft}6dimWy to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing' Gas[:]Roof Construction Type:__ kf Occupancy Use: R Flood Zone: ) ,-!S eff 4-c -ok ckdp Total Sq Ft of Bldg: 25 1 (P Min. Occupancy Load: of Stories: I New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No LEI # of Heads APPROVALS: ZONING: 0 $ UTILITIES: ENGINEERING: C. 3'2S FIRE: COMMENTS: ok to construct single family home with setbacks and impervious area shown on plan. 2 i•(° '^P m is beacw - S, &?, Revised: June 30, 2015__ Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 1 D Permit -Application-- CITY OF SANFORD BUILDING & FIRE PREVENTION i 2 018 PERMIT APPLICATION Application No: / 3- /4of Documented Construction Value: -1 LQ9 C) Job Address: 5"1 L-oo n Historic District: Yes No Parcel ID: 17-20-31-502-0000- Wyndham Preserve Lot -4)a3 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@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 Wiilets 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 itecfilEngineer Information Name: Mulhem & Kufp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA — E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I cer* that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b 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. A7kE; 2) _\; AW 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 Notary -Skate of Florida ODate N tP y q 'Shayne Mangel NOTARY PUBLICtf: ' STATE OF FLORIDA 2 Comm# GG113111 isContractor/Agent PeEMfta56diFtMVAto Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES:S//" _ WASTE WATER: BUILDING: Revised: June 30,20.15-_-__-_— __. --_---- -.- - _ _ __— _- -_-_ Permit. Application_._- - THIS INSTRUMENT PREPARED BY: AWn-4 LAS-LName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111111111111111111 lily 11111 fill 1111 l'di' fi1t=tLtl'r' ° Li'iTi'I L _:iJiJPHITY i -i ;I-i v 1 •aGh. t ._ *-" CLERK'S v 2018027924 RECORDED 03/1:3r'21i18 1_13'.'2:3ni1; PI°I RECORDING FEES Parcel ID Number: 17-20-31-502-0000- 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 aa,3 Address: 3g51 Lao--, L.ra. in'Fzbrcl, 3a 3 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 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 In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. NA of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE 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. Und en Ities of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to t of my nowledge and belief. t— CXe1't ownees• Signatueb, Owner's Printed Namecc a[ Florida Statute 713.13(1)(g):The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' Oft_ W O 0_ L[ CJ State of -t' County of t u The foregoinp instrument w acknowledged before me this day o r yp o Q i r nrr — bY \` P Who is personally known to me a v t 9 NameofpersonmakingstatementC:) w i OR who has produced identification type of identification produced: C] Shayne Mangel cc NOTARY PUBLIC CC LU ESTATE OF FLORIDA6" Comm# GG11311 i OwIi19eExpires6/21 /2021 Notary Signature REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3.1 a-1 02. Project Name: r1n PreS,r 4e_ Project Address: 3 B S -1 L..o orsQJ Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Witlets nr..'-60e t 1 I &Oft F--,Os Ee r. 600k_ Print 14arpLQf Owner/Tenant Prin Na e of Gen. Contractor Print Name of El. Contractor Signat wner/Tenant Signature of Gen. Contractor ignature of El. Co ractor GeiO se # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407 647 3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3857 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2230 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) e _ ro mew§ OFFI611, - SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: X floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1401 Reviewed by: Michael Cash, CFM Date: March 28, 2018 Application for Paved Driveway, WalkwayIncluding Right -of -Wayg9Y L®'; 1)4 Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 Sidewalk Use ._ 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 over100 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 tr jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wbait below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3 $ S —I "411 n "Y%AL S4 tt rc(, 3 7'1-j 3 2. Proposed Activity: ® Driveway FXJ Walkway El Other. 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is Isubmitted by: Properly Owner Signature: CIVPrint Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Date: 3 -)A—) b' Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have rea Vd nderstand the above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: S Date: November2015 ^— — Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3.1 -, -1' I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Gd' The specific permit and application for work located at: r4-v-,A pt 3a 1 3 Street 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 instrut,eO e c,, lodged before me this day of JaaLm rat20019byKK1/VV u e who is personally known to me or who has produced as identification and who did (did not) take an oath. 0- nnQAnq—L Signature shayne Man9e1 No NOTARY PUBLIC 1., STATE OF FLORIDA 3"P__ 0Yr`GZe l GG113111 Print or e name Comm# ys/NG Is Evires g121;2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: i ELECYTRICAL;PE_RIVIIT N I Min Max inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 41.Skf `W:lA„'. ._.tC!i'rlw Itir hb i'7•y^"4 Min Max Si; vTa% g L:Yn4 Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1MECHAN ICArL PERNiIT.,_ x _ _ Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000276 BUILDING PERMIT NUMBER: 18-10000276 DATE: March 16, 2018 UNIT ADDRESS: LOON LANE 3857 17-20-31-502-0000-2230 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32.746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3857 LOON LANE / LOT 223 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 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 OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE r RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING, CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 223 - 2095 SR Builder Name: Starlight Homes gU'LD I, Street: 3857 Loon LN Permit Office: Seminole County C City, State, Zip: Sanford , FL , 32773 Owner: ra-4 Permit Number: # p _ ' / 4 O ' SgNF i= *Arrr ' Jurisdiction: j'o Design Location: FL, Orlando 8 County:: tm inoTe (Florida Climate Zone 2 ) c o /11 1. New construction or existing New (From Plans) 9. Wall Types(2438.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1131.70 ft2 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=4.1 980.00 ft2 c. Frame - Wood, Adjacent R=13.0 326.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. is this a worst case? No 10. Ceiling Types (1411.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1411.00 ft2 6. Conditioned floor area above grade (ft2) 2099 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(190.8 sgft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: Floor 2 R ft2 6 419.8 a. U-Factor: Dbl, U=0.34 190.80 ft2 SHGC: SHGC=0.26 b. U-Factor. N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a_ Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems 8. Floor Types (1316.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 929.00 ft2 b. Conservation features EF: 0,950 b. Floor over Garage R=0.0 387.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 62.57 APASSTotalBaselineLoads: 63.00 I hereby certify that the plans and specifications covered by Review of the plans and S7,421 this calculation are in compliance with the Florida Energy specifications covered by this O THE Code. calculation indicates compliance with the Florida Energy Code. PREP I r r) PREPARED gY O BY: Before construction is completed w .` r"'' .. DATE: this buildin will be insinspected for9P compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. d with the Florida Energy de. Go,) WE J OWNER/AGENT: 7BUILDING 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. 2/13/2018 10:25 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 f FORM R405-2017 PROJECT Title: Lot 223 - 2095 SR Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2099 Lot # 223 Owner Name: Total Stories: 2 Block/Subdivision: Wydnham Pres of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3857 Loon LN 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, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2099 18116.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled' Heated 1 Floor 1 929 8639.7 Yes 4 0 1 Yes Yes Yes 2 Floor 1170 9477 No 1 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Floor 1 ____ ____ 387 ft2 0 0 0 1 2 Slab -On -Grade Edge Insulatio Floor 1 105 ft 0 929 ft2 0.35 0 0.65 ROOF I Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1578 ftZ 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1411 ft2 N N 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 V FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1411 ft' 0.1 Wood WALLS Ornt Adjacent Tn Wall Type SpaceRX-alueCavity Width Ft Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood Floor 2 13 38 0 8 1 307.2 ft2 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 32 0 8 1 258.7 ft2 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 32 0 9 4 298.7 W 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 38 0 8 1 307.2 ft2 0 0.25 0.6 0 6 S Exterior Concrete Block - Int Insul Floor 1 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Floor 2 13 32 0 8 1 258.7 ft2 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft2 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 35 0 9 4 326.7 ft2 0 0,25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Floor 1 None 39 3 6 10 20.5 ft2 2 N Wood Floor 1 None 39 2 10 6 10 19.4 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 14 ft 0 in None None 3 S 5 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 4 s 6 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 12 ft 0 in None None 5 s 6 Vinyl low-E Double Yes 0.34 0.26 N 40.8 ft2 1 ft 0 in 12 ft 0 in None None 6 W 7 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 387 ft2 387 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2113.6 116.03 218.22 345 7 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 r FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS v # Supply — Location R-Value Area Return --- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 419.8 ft Attic 104.95 Prop. Leak Free Floor 2 cfm 63.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb Mar Jan XjFeb X MarHeatingjXjVentinJanFeb [X Mar Ceiling Fans: A r Ma X Jun [Xj Jul [XI Auf APr E May Jun [ ]Jul [ Au X] A r [ May Jun [ ] Jul [ Aug SePXj Se Se Oct [X] Nov1Xj Oct [ ] Nov Oct [X] Nov Dec XDec Dec Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling ( WD) Cooling ( WEH) Heating ( WD) Heating ( WEH) AM 78 PM 80 AM 78 PM 78 AM 66 PM 68 AM 66 PM 68 78 78 80 78 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 61 0 0 0 1 - Electric Heat Pump 1 - Central Unit 2/ 13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 f FORM R405-2017 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 (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3857 Loon LN, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1131.70 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 980.00 ft2 1 c. Frame - Wood, Adjacent R=13.0 326.67 ft2 4 d. NIA R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1411.00 ft2 2099 b. NIA R= ft2 Area c. N/A R= ft2 190.80 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Floor 2 6 419.8 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 36.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=0.0 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 1.000 ft. 0260 Area 14. Hot water systems 929.00 ft2 a. Electric 387.00 ft2 b. Conservation features ft2 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: Address of New Home: A , LAn&-,, Lp-- City/FL Zip: T''l kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/1312018 10:25 AM 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 223 - 2095 SR Builder Name: Starlight Homes Street: 3857 Loon LN Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Orlando 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/soffitYPP9 /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/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces_ Garage separation Air sealing shall be provided between the garage and conditioned 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 c)ip*na and winno- 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 sprinkler cover plates and walls or ceilinas, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BU'ILDI'N-G CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 223 - 2095 SR Builder Name: Starlight Homes Street: 3857 Loon LN Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: Cond. Floor Area:: 2099 sq.ft. Cond. Volume: 18117 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data In HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section.489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: w C9 ON' Zf1E•STq O 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 0 FORM R405-2017 Duct Leakage Test Report Performance Method FLORI.DA ENERQY,,.ff F•ICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 223 - 2095 SR Builder Name: Starlight Homes Street: 3857 Loon LN Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn-Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2099 House Duct Total Conditioned Floor Area) System G2n,out)* Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 2/13/2018 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: 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 IF Pro ect Summary Job: Ashton -Starlight Homes wrightsof o 1 Date: 10/10/2016 Entire House By: Energy Air, Inc Plan: 2095S 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.comVVeb:vmw.energyair.com For: Lot 223 - 2095 SR, Ashton Woods Homes 3857 Loon LN, Sanford, FL 32773 Notes: Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 °F Inside db 70 °F Design TD 26 °F Heating Summary Structure 15643 Btuh Ducts 2692 Btuh Central vent (61 cfm) 1737 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20072 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Colin,g Area (T) 2140 2140 Volume (fP) 18438 18438 Airchanges/hour 0.28 0.15 Equiv. AVF (cfm) 86 46 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 16305 Btuh Ducts 4417 Btuh Central vent (61 cfm) 1185 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21907 Btuh Latent Cooling Equipment Load Sizing Structure 2365 Btuh Ducts 808 Btuh Central vent (61 cfm) 1820 Btuh Outside air Equipment latent load 4993 Btuh Equipment Total Load (Sen+Lat) 26900 Btuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 24750 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual airflow 1105 cfm Actual airflow 1105 cfm Airflowfactor 0.060 cfrrl/Btuh Airflowfactor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point= 32 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE BoIcKtalic values have been manuallyover idden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 141. 2018-Feb-1310:23:50 Wrl htsoft` Rght-Suite Universa1201717.0.28RSU17013 Pagel ACC\ ...Spedfic\ yndhamPreserve\Lot223-2095SR.rup Calc=MJ8 FrontDoorfaces: N Job: Ashton -Starlight Homes wrightsoft Manual S Compliance Report Date: 10110/2016 Entire House By: EnergyAir, Inc Plan: 2095 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vmw.energyaircom I` , .. Nroject ntormation For: Lot 223 - 2095 SR, Ashton Woods Homes 3857 Loon LN, Sanford, FL 32773 Cooling Equipment Design Conditions design DB: 92. 6°F Sensible gain: 21907 Btuh Entering coil DB: 77.3°F Outdoor designWB: 75. 9°F Latent gain: 4993 Btuh Entering coilWB: 64.0'F Indoor design DB: 75.0°F Total gain: 26900 Btuh Indoor RH: 50% Estimated airflow: 1105 cfrrl Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh 109% of load Latent capacity: 6713 Btuh 134% of load Total capacity: 30674 Btuh 114% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20072 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 168% of load Supplemental heat required: 0 Btuh Backup equipment type: Elecstrip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 5. 6 kW 95% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. Entering coil DB: 68.3°F Capacity balance: 32 ° F Economic balance: -99 ° F 2018-Feb-13 10:23:50 wrightsoft* Right-SuiteOUniversal2017 17.0.28 RSU17013 Page 1 ACCk Specific\WyndhamPreserve\Lot223- 2095SR.rup Calc=MJ8 Front Door faces: N wrigMtsoft, Duct System Summary Entire House EnergyAir, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.comV\Ieb:vmw.energyair.com For: Lot 223 - 2095 S R, Ashton Woods Homes 3857 Loon LN, Sanford, FL 32773 Job: Ashton -Starlight Homes Date: 10/10/2016 By: Plan:. 2095 S Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.115 in/100ft 0.115 in/100ft Actual airflow 1105 cfm 1105 cfrn Total effective length (TEL) 243 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 c 473 25 25 0.217 4.0 Ox0 VIFx 14.1 115.0 st1 bed.3 c 2068 90 110 0.208 6.0 Ox0 VIFx 24.5 110.0 st1 bed.4 c 2007 44 107 0.344 6.0 Ox0 VIFx 11.4 70.0 bed2 c 2002 79 107 0.216 6.0 Ox0 VIFx 19.8 110.0 st1 d.4-A h 152 9 9 0.313 4.0 Ox 0 VIFx 19.4 70.0 fare -Mt din h 2016 121 115 0.161 7.0 Ox 0 VIFx 33.7 140.0 st3 fan -ldt din -A h 2016 121 115 0.169 7.0 Ox 0 VIFx 26.1 140.0 st3 fare -kit din-B h 2016 121 115 0.166 7.0 Ox 0 VIFx 28.2 140.0 st3 flex -A h 1679 101 49 0.115 7.0 Ox0 VIFx 48.1 195.0 st4 flex-B h 1679 101 49 0.127 7.0 Ox 0 VIFx 35.5 185.0 st4 faun c 878 7 47 0.336 4.0 Ox 0 VIFx 8.4 75.0 m ba c 618 30 33 0.344 4.0 Ox 0 VIFx 6.4 75.0 m bed c 2560 101 137 0.347 6.0 Ox 0 VIFx 5.8 75.0 pantry -A h 1341 81 29 0.158 6.0 Ox 0 VIFx 36.7 140.0 st3 pdr-A h 462 28 16 0.172 4.0 Ox 0 VIFx 32.3 130.0 st3 wio-A h 572 34 33 0.336 4.0 Ox 0 VIFx 13.4 70.0 Wc2 c 195 10 10 0.209 4.0 Ox 0 VIFx 18.9 115.0 st1 Boldrifallc values have been manuallyoverridden 2018-Feb-1 3 10:23:50 wrightsofth Right -Suite@ Universal 2017 17.0.28 RSU17013 Page 1 ACCiK ...Specific\Wyndham Preserve\Lot223-2095SR.rup Calc=MJ8 FrontDoorfaces: N Trunk Htg Clg Design Veloc Diam H x W Duct. Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 675 488 0.115 632 14.0 0 x 0 VinlFlx st2 st1 PeakAVF 205 253 0.208 572 9.0 0 x 0 VinlFlx st4 PeakAVF 202 97 0.115 458 9.0 0 x 0 VinlFlx st3 st2 PeakAVF 675 488 0.115 632 14.0 0 x 0 VinlFlx Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) M FR fpm) in) in) Opening (in) Matl Trunk rb1 Ox0 832 807 0 0 0 0 Ox 0 VIFx rb2 Ox 0 273 298 0 0 0 0 Ox 0 VIFx 2018-Feb-13 10:23:50 WI'IE htSOft" Right-Suite®Universa1201717.0.28RSU17013 Page CCk ...Specific\Wyndham Preserve\Lot223 - 2095 SR.rup Calc= MJ8 Front Door faces: N Job M Ashton- Starlight Homes Performed for: Lot 223 - 2095 SR 3857 Loon LN Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com 3' VTW Scale: 1/8"= 1'0" Page Right -Suite® Universal 2017 17.0.28 RSU 17013 2018-Feb-13 10:24:31 m Presene\Lot 223 - 2095 SR.rup m bed 10x6 4 137 cfm 12x12 298cfm 6" RA OVER DOOR 24x12 832 cfm 9 ha 10x6 6 107 cfm 14x6 bed2 Job #: Ashton- Starlight Homes Performed for: Lot 223 - 2095 SR 3857 Loon LN Sanford, FL 32773 level2 In211-1 8x4 34 cfm 4 m ba c 11 33cfrn 3VTR Sup Riser 1 1411 4" bed.4 ac 6" 4'VTR 4„ la 1ox6 8x4 107 cfm CT47 cfrn 6--VTR 61 C", 14 x 6 I'. 8x4 25 cfm T VTR O 8x4 d.3 10 cfm bat cl.4 8x4 9 cfm 14x6 10x6 110 cfrn bed.3 AHU ON METAL STAND 3.0 TON 240V/ 5KW HP Energy Air, Inc 5401 EnergyAir, Ct Oriando, FL 32810 Phone: 407-886,3729 www.energyair.com GRenner@energyair.com Scale: 1 /8" = 1'0" Page 2 Right -Suite® Universal 2017 17.0.28 RSU17013 2018-Feb-13 10:24:31 m Preservee1ot 223 - 2095 SR.rup VTR a ti VTR i-i%2" VrR wic WA Sty LAV vvc 2„ 311 M AUTO VENT LAV O LAV KS 3„ 2" O b c arc TUB360 311 o CD v stir v 3„ PLUMBING RISER DIAGRAM PM 20NI zo NV) a, •`- o II s 0 H a v Ki N ON r fl , O 0. U oarno Cn v 4) c M Co d 1 4022— V"NDHAM PRESERVE - LOT 223 Ok to construct single family home PLOT. PLANwithsetbacksandimperviousarea shown on plan. 24. q Ofo n P - BUELDING LAYOUT NOTE: ZOgS beacon - S , (5-9 PCP .. 291.64' S89'43'03"W DIMENSION NOTE: Proposed building dimensions showry. hereon are of the exterior. WYNDHAM PRESERVE LOT 223 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 7.5' Side Street = 25' LOT AREA CALCULATIONS LOT = 8,469 SQ.FT. LIVING AREA= 929 SQ.FT. GARAGE = 387 SQ.FT. ENTRY = 30 SQ.FT. DRIVEWAY = 570 SQ.FT. PATIO = 100 SOFT. WALKWAY = 44 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 24.4 % SOD = 6,400 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 4,665 SQ.FT. APRON = 114 SQ.F'r. SIDEWALK = 854 SQ.FT. SOD = 962 SQ.FT. TOTAL AREA AREA = 13.134 SQ.FT. DRIVEWAY = 684 SQ.FT. SIDEWALK = 898 SQ.FT. SOD = 7,362 SQ.FT. 0 N LOT 222 LOT 225 rcr—roue cqul men' LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed usiness BFP—Backflow Preventer Sight Distance Easement S Survey PRM—Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L—Florida Power & Light P —Plat FFE —Fnish Floor Elevation D.B.—Deed Book Water Meter O.R.—Official Records Book D4—Water Valve P.B.—Plat Book CY—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver 11—Telephone Box SW —Sidewalk E]—Electric Box FFE—Finished Floor Elevation 0-Utility Pole CI —Curb Inlet Guy Pole GTI —Grate Top Inlet Light Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride 0—Storm Sewer Manhole NCS—No Comer Set (Falls in Water) ID —Sanitary Sewer Manhole SF—Squore Feet EHHo —Electric Handhole D.U.E.—Drainage/Utility Easement COO —Clean Out FMGD—MAG NAIL & DISK XVp4—Irrigation Control Valve P.K. —Parker Kolon Nail Sign SIR —Set 1/2" Iron Rod L87768 WD4—Gate Water Valve SPKD—Set P.K• & Disk LB7768 Gas Meter FIR —Found 1/2" Iron Rod LB7768 Existing Grade FIP—Found 1/2" Iron Pipe LB7768 FPKD—Found P.K. Nail &Disk LB7768 a —Blow —off Valve Drainage Flow Direction FCM—found 4"x4' Concrete 10.0—Proposed Design Grade Monument, PRM L8777e 1 2 —As—Built/Existin Grade Note: Some items in above legen may not be applicable) REVISIONS 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 PCP any deviation from information shown hereon. Failure to do so will be at user's sole risk. 43'03 "E 7_7 o W c. o M 01o CFNT R 4,t,F p C, 0 1,,,* A PROPOSED \ WALK 16.0' 7.8' 20.0 o PORCH', 18.0 ' PROPOSED 1 STORY RESIDENCE 3857 LOON LANE 0 n MODELM 2095 BEACON ELEVATION - S GARAGE - RIGHT qs FFE= 26.8 38.0 15.7 12.3 j A/C o PAD o PATIO 6 10.0 1 LOT 223 AREA = 8,469 S.F. 0 wiffli-Ir7 84. 14' S89043'OJ'W i I LOT 224 I I I CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 75.00' 090'00'00" 117.81' 106.07' S 45'16'57" E C2 100.00' 090'00'00" 157.08' 141.42' N 45'16'57" W SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. B. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) DA 5Ii pr Permitting. dames D. Leviner. LS91 ORIDA PROFESSIONAL SURVEYOR & MAPPER NO, ........6.91.5... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIG.— A a a. O I 1 i.0' UP nIo co 0 CO 10 25.0' PCP 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 1" DESCRIPTION: LOT 223, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440' Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoi nt Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data Fle:erissonEast-Plat Date: 02/20/18 Dwg: BrissanEast-UAM Order No.: — SEC. 17 — TWN.20 S. — RNG. 31 E. Field Bk: — RECORD COPY PILILMERi2 C ELECTRIC Ashton Woods Homes Seminole 2095 Starlight LOAD CALCULATION May 26, 2017 L HVAC LOADS INEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 4.00 TON 7.20 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 14.87 KVA TOTAL LOAD FOR COMPRESOR @ 100% 7.20 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 12.19 KVA II. GENERAL LOADS (NEC 2011 - 220.82(B)(I) - (4)) LIGHTING 2099 Sq Ft @ 3VA/Sq. Ft 6.30 KVA STY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA 1 DISPOSAL(1) 0J\\- DING 0.80 0.80 KVA 0 0 DISPOSAL(2) RANGE/OVEN(1) 0.80 7.20FUFtOSA1RANGE/OVEN (2) : 12.00 12.00 KVA COOKTOP CIRCUIT FPAR 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT A O 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT h Q 1 4.80 0 40 AMP CAR CHARGER # 1 v 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.80 KVA 1 ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.72 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)I 20.72 KVA HVAC LOADS 12.19 . KVA GENERAL LOADS 20.72 KVA TOTAL DEMAND LOAD {NEC 2011 - 220.82(A)) 32.90 KVA MINIMUM SERVICE SIZE 137.10 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RECORD Copy RE: W P0223 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0223 Model: 2095 Tampa, FL 33610-4115 Lot/Block: 223 Subdivision: Wyndham Preserve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 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. ISeal# Truss Name Date 1 T1334E C1 2/27/18 2 1 T13345306 1 C3 1 2/27/18 3 T13345307 1 C5 1 2/27/18 4 T13345308 1 E7 1 2/27/18 1 5 1 T13345309 1 E7A 1 2/27/18 1 6 T13345310 H7 1 2/27/18 1 7 T13345311 I TO 1 2/27/18 8 I T13345312 I T02 1 2/27/18 19 I T13345313 I T03 1 2/27/18 110 I T13345314 I T04 1 2/27/18 Ill I T13345315 I T05 1 2/27/18 112 I T13345316 I T06 1 2/27/18 113 j T13345317 I T07 1 2/27/18 1 114 I T13345318 I T08 1 2/27/18 15 T13345319 1 T09 1 2/27/18 1 116 I T13345320 I T10 1 2/27/18 UILp/,yG' SA VFORD ccogRTM a 1 8_' 1 44 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. tt J11 a 111111P. EN i 3 '• No 22 9 • O•. S ATE OF S,c< O F11 O P•N,,, iS O N A" E?>` Walter P. Finn PE No22839 MiTek USA, Inc. FL Ceti 6634 6904 Parke East Blvd. Tampa FL 33610 Dater February 27, 2018 Finn, Walter 1 of 1 Job Truss Truss Type Qty Ply T13345305 WP0223 C1 Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:32 2018 Page 1 I D:8J VZM ICe38_OmgpX0yQpG l ycRbP-t?_AW eBxRT i wi6gs45EicFOA 1 s4VFTGVZM55d hzgzW f 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:8.7 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 I Code FBC2017ITP12014 Matrix-R Weight: 5lb FT=20% LUMBER- BRACING- TOPCHORD .2x4 SP.No,2 TOP CHORD Structural wood Sheathing directly applied or 1-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 5=135/0-3-8, 3=-9/Mechanical, 4=-2/Mechanical Max Horz 5=32(LC 9) Max Uplift 5=-65(LC 8), 3= 9(LC 1), 4=-3(LC 9) Max Grav 5=135(LC 1), 3=8(LC 8), 4=13(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-116/285 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 5, 9 lb uplift at joint 3 and 3 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekG conneclofs. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing indicated is to buckling of individual truss web and/or chord i nernbersonly. Additional temporary and permanent l facing MiTek buildingdesign. prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Tampa, Fl- 33610 SafetyInformationavailablehornTrussPlateInstihde, 218 N, Lee Street—' ulle 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T13345306 WP0223 C3 Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 3x8 11 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:33 2018 Page 1 I D:BJVZM I Ce38_omgpX0yQpG 1 ycRbP-LBYYk_9aCm9nJGP2dolx9SZLQGPK_w W eo0ge98zgzW e 3-0-0 3-0-0 Scale = 1:12.9 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2y4 SP No.2 TOP CHORD Structural wood sheathing directiy annlied nr $-0-0 oc piirlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=178/0-3-8, 3=63/Mechanical, 4=28/Mechanical Max Horz 5=55(LC 9) Max Uplift 5=-56(LC 8), 3=-46(LC 12) Max Grav 5=178(LC 1), 3=63(LC 1), 4=51(1-C 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-150/328 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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 56 lb uplift at joint 5 and 46 lb uplift at joint 3. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Btrd. Tampa FL 33610 Date: February 27,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. qp Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component. not g a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporaie this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional iernry rary and permanent lxcring MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricalion, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345307 W P0223 C5 Corner Jack 4 1 Job Reference (optional) builders FlrstSource, Tampa, Plant City, Florida 33566 3x8 MT20HS I I Ia 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:34 2018 Page 1 I D:8JVZMICe38_OmgpXOyQpG 1 yc RbP-pO6wxKACz4HexP_EB W GAhg5PngfOjMmo 1 gaC iazgz W d 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.05 4-5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.05 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=247/0-3-8, 3=116/Mechanical, 4=54/Mechanical Max Horz 5=85(LC 12) Max Uplift 5=-61(LC 8), 3=-78(LC 12) Max Grav 5=247(LC 1), 3=116(LC 1), 4=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-205/428 Scale = 1:18.3 PLATES GRIP MT20HS 187/143 Weight: 18lb FT=20% Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 61 lb uplift at joint 5 and 78 lb uplift at joint 3. WARNING- Vadly design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. this design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is 10 prevent buckling of individual truss web and/or chord members only. Additional fernporary and permanent bracing Is always required for slability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage- delivery, erection and bracing of trusses and tams systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from TrnS.i Piate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 MiTek` I6904ParkeEastBlvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345308 WP0223 E7 Jack -Open 26 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 5x8 11 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:35 2018 Page 1 I D:8JVZM I Ce38_OmgpXOyQpG 1 ycRb P-I agJ8gAgkOQVZZZRIDnPEteV 14z5Sp?xG KJ I EOzgzW c 7-0-0 7-0-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.12 4-5 655 240 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.22 4-5 370 180 BCLL 0.0 Rep Stress Incr YES WE, 0.00 Horz(CT) 0.09 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=318/0-3-8, 3=1 7 1 /Mechanical, 4=75/Mechanical Max Horz 5=116(LC 12) Max Uplift 5=-76(LC 12), 3= 115(LC 12) Max Grav 5=318(LC 1), 3=171(LC 1), 4=128(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/484 Scale = 1:21.4 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss 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 76 lb uplift at joint 5 and 115 lb uplift at joint 3. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlth MiTek® connectors. [his design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, suite 312. Alexandra, VA 22314. Walter P- Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 MiTek' 6904 Parke East Blvd. Tanga, FL 33610 l Job Truss Truss Type city Ply T13345309 WP0223 E7A Jack -Open Supported Gable 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 r 1-0-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:35 2016 Page 1 I D:8JVZMICe38_OmgpXOyQpG 1 ycRbP-I agJ8gAgkOQVZZZRI DnPEteh E44gSo6xGKJl EOzgzW c 7-0-0 7-0-0 9 8 7 3x6 2x4 11 2x4 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 I Code FBC2017/TP12014 Matrix-SH DEFL. in (loc) I/dell L/d Vert(LL) -0.00 1 n/r 120 Vert(CT) 0.00 1 n/r 90 Horz(CT) 0.00 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-7-4 REACTIONS. All bearings 7-0-0. Ib) - Max Horz 2=147(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8 except 9=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-360/172 WEBS 4-9= 158/408 Scale = 1:21.5 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 oc putiins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-10-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8 except Qt=lb) 9=104. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for ai individual building component, not .- ^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ppbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addifional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trrrss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa. FL 33610 Job W P0223 i Truss Truss Type Qty Ply H7 Diagonal Hip Girder 2 1 J ampa, Plant City, Florida 33566 8.130 s Sep 1 I D:8JVZMICe38_OmgpXOyQpG 1) 1-5-0 5-11-9 1-5-0 5-11-9 9-10-13 3-11-3 T13345310 nc. Tue Feb 27 10:03:36 2018 Page 1 kj8dlx1em5BoiULHBD05U_3lmSzgzW b B 4.6 11 4x4 11 3x4 —5 11-9 9-10-13 Scale = 1:21.9 Io - I Plate Offsets (X,Y)-- 12:0-0-8,0-1-12]_[8:0-0-0 0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber'DOL 1.25 BC 0.41 Vert(CT) 0.07 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight: 42 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=393/0-4-15, 4=201/Mechanical, 5=387/Mechanical Max Horz 8=156(LC 4) Max Uplift 8=-140(LC 4), 4=-122(LC 4), 5=-111(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-351/142, 2-3=-598/116 BOT CHORD 7-8=-229/545, 6-7=-229/545 WEBS 3-7=0/264, 3-6=-637/267 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=140, 4=122, 5=111. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2— 2(F=26, B=26)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M!TekQD connectors. this design is based only upon parameters shown, and is for an individual t-Aldingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall only. Addilional temporary and permanent bracing MiTek' buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T13345311 WP0223 T01 Half Hip Girder 2 1 Job Reference (optional) o. i ou s oep i o zu i r rvu i en inuu5me6, mu. i ue r-eu z1 i u:us:s/ zui b I -age t I D:8JVZMICe38_Omq pXOyQpG 1 ycRbP-Ezo3ZMC4G?gC otipseptJ IjwEtelwUM Ej eoslvzgzW a rt-0-q 7-0-0 12-1-1 17-0-6 21-11-10 26-10-15 32-0-0 1-0-0 7-0-0 5-1-1 4-11-5 4-1 1-5 4-11-5 5-1-1 7x10 = 5.00 12 3 2x4 11 4 3x8 = 5 2x4 4x6 = 6 7 5x12 = 8 Scale = 1:55.5 2x4 9 7x10 = 16 15 14 13 12 11 10 3x6 11 5x8 = 6x12 MT20HS — 5x12 = 2x4 11 6x8 = 2x4 7-0-0 Plate Offsets 12-1-1 17-0-6 4-11-5 4-11-5 4-11-5 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.30 13-15 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.54 13-15 707 180 BCLL 0.0 Rep Stress Incr NO W B 0.97 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP N0.2 "Except' TOP CHORD 1-3: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 WEBS WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 10=2593/0-3-8, 2=2452/0-3-8 Max Horz 2=145(LC 7) Max Uplift 10=-952(LC 5), 2=-867(LC 4) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 5148/1831, 3-4=-6183/2297, 4-5=-6181/2295, 5-7=-5553/2059, 7-8=-5553/2059, 9-10=-256/154 BOT CHORD 2-16=-1731/4545, 15-16=-173914577, 13-15=-2436/6512, 12-13=-2436/6512, 11-12= 1299/ 3458, 10-11=-1299/3458 WEBS 3-16=- 194/840, 3-15=-716/2002, 4-15=-654/389, 5-15=-435/142, 5-13=0/327, 5-12=-1150/ 434, 7-12=-546/336, 8-12=-922/2499, 8-11=0/337. 8-10=-4076/1499 5-1- PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 214 lb FT = 20! Structural wood sheathing directly applied or 2-6-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-5-2 oc bracing. 1 Row at midpt 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 10=952. 2= 867. 8) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 624 lb down and 219 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shourtt, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporaie this design info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 MiTek° 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345311 WP0223 T01 Half Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-9=-118(F=-64), 2-16=-20, 10-16=-44(F=-24) Concentrated Loads (lb) Vert: 16=-475(F) 8.130 s Sep 15 201 / MI I ek Industries, Inc. I ue Feb 2/ 10:U3:3/ 2U18 Page 2 I D:8JVZMICe38_OmgpXOyQpG 1 ycRb P-Ezo3ZM C4G7gCoti pseptJ IjwEte IwUM EjeoslvzgzW a WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev. 1010312015 BEFORE USE, v Design valid for use only with Milek© connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pp building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormalion available from Tnrss Plate Insfltute, 218 N. Lee Street, Suite 31 L, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345312 WP0223 T02 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:38 2018 Page 1 ID:8JVZMICe38_OmgpXOyQpG1 ycRbP-i9MRniDilJo3Q1 H?QML6sWG63HwVf?sNylYPrLzgzWZ 1-0-q 6-1-11 9-0-0 16-0-0 23-0-0 25-10-1 31-11-8 1 0 6-1-11 2-10-4 7-0-0 7-0-0 2-10-1 6-1-7 1 4x6 = 5.00 12 3x8 = 4x6 = Scale = 1:55.4 5x8 11 13 12 11 5x8 11 3x8 = Sx6 = 3x8 = 9-0-0 16-0-0 23-0-0 31-11-8 9-0-0 7-0-0 7-0-0 8-11-8 Plate Offsets (X Y)-- 12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.16 12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.32 2-13 999 180 BCLL 0.0 Rep Stress Incr YES W B 0.76 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-3-10, Right 2x4 SP No.3 3-3-10 REACTIONS. (lb/size) 10=1182/0-3-0, 2=1237/0-3-8 Max Horz 2=-59(LC 13) Max Uplift 10= 286(LC 8), 2=-321(LC 8) FORCES. (lb) -Max. Conr lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 2197/1452, 4-5=-2018/1343, 5-6=-1870/1278, 6-7=-1868/1322, 7-8=-2015/1392, 8-10=-2192/1516 BOT CHORD 2-13=-1226/1909, 12-13=-1274/2315, 11-12= 1274/2315, 10-11=-1195/1904 WEBS 4-13=-90/292, 5-13=-312/490, 6-13= 620/370, 6-11=-624/355, 7-11=-335/488, 8-11=-86/333 Structural wood sheathing directly applied or 3-6-12 oc puffins. Rigid ceiling directly applied or 5-2-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 31-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=286, 2=321. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 27,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M!TekO connectors. this design Is based only upon parameters shown, and is for an individual building component, not x a truss system. Before use, the building designer must verify the applicability of design polar eters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from firm Plate Insfnule., 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13345313 W P0223 T03 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:39 2018 Page 1 ID:8JVZMICe38_OmgpXOyQpGlycRbP-ALvp_2DKocwwl BsC_3sLOjpHuhGbOZNXAyHyNnzgzWY 1-0-q 6-11-2 11-0-0 16-0-0 21-0-0 25-0-10 31-11-8 1-000 6-11-2 4-0-14 5-0-0 5-0-0 4-0-10 6-10-14 1 4x6 = 3x4 - 6 4x6 = Scale = 1:55.4 Sx8 15 14 - 12 11 3x8 2x4 11 3x8 = 4x6 = 3x8 = 2x4 6-11-2 11-0-0 21-0-0 25-0-10 31-11-8 6-11-2 4.0-14 10-0-0 4-0-10 6-10-14 Plate Offsets (X Y)-- [10:0-5-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.25 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.55 12-14 >701 180 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-8-12, Right 2x4 SP No.3 3-8-11 REACTIONS. (lb/size) 10=1182/0-3-0, 2=1237/0-3-8 Max Horz 2=-71(LC 13) Max Uplift 10=-272(LC 13), 2=-301(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2202/1447, 4-5=-1902/1268, 5-6=-1732/1211, 6-7=-1731/1244, 7-8=-1900/1306, 8-10=-2201 /1507 BOT CHORD 2-15=-1212/1927, 14-15=-1212/1927, 12-14=-1021/1873, 11-12=-1176/1922, 10-11= 1176/1922 WEBS 4-14=-286/399, 5-14=-311/478, 6-14=-311/215, 6-12=-313/205, 7-12=-332/478, 8-12= 282/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extehor(2) 5-0-0 to 31-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=27212=301. I" 0 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. IO/03/2015 BEFORE USE. Design valid for use only with MiTek© connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability, of design parameters and property Incorporate this design into the overall only. Additional temporary and permanent bracing MiTek' buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available 6nm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria- VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345314 WP0223 T04 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:40 2018 Page 1 ID:8JVZMICe38_OmgpXOyQpGlycRbP-eXTCCNEzZw2nfKROXmNaxxL015dh7?mgPcl WvEzgzWX t-0-q 8-0-2 13-0-0 19-0-0 23-11-10 31-11-8 1-0-0 8-0-2 4-11-13 6-0-0 4-11-10 7-11-14 Tl Sx8 — 4x6 — Scale = 1:55.4 3x8 II 14 13 11 10 3x8 II 2x4 I 3x8 = 2x4 11 8-0-2 13-0-0 19-0-0 23-11-10 31-11-8 8-0-2 4-11-13 6-0-0 4-11-10 7-11-14 Plate Offsets (X Y)-- [2:0-5-4,Edge]15:0-5-12,0-2-81, [9:0-5-8 Edge] 1 m0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.23 2-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 170lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 4-3-13, Right 2x4 SP No.3 4-3-12 REACTIONS. (lb/size) 9=1182/0-3-0, 2=1237/0-3-8 Max Harz 2=-82(LC 17) Max Uplift 9=-288(LC 13), 2= 31O(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2186/1430, 4-5=-1748/1207, 5-6— 1573/1185, 6-7=-1748/1236, 7-9=-2181/1484 BOT CHORD 2-14=-1184/1913, 13-14=-1184/1913, 11-13=-808/1573, 10-11=-1140/1908, 9-1 0=-1 140/1908 WEBS 4-14=0/262, 4-13=-456/475, 5-13=-242/393, 6-11= 248/391, 7-11=-452/520, 7-10=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 31-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20,unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=288, 2=310. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: February 27,2018 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mllek© connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord monl y. nly. Additional lei nporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihde, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345315 W P0223 T05 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:42 2018 Page 1 I D:8JVZMICe38_OmgpXOyQpG l ycRbP-bwbyc3GD4XI V uebnfBP20M Rj H uJ_bxnztvW d_6zgzW V 1-0-q 7-7-3 15-0-0 17-0-0 24-4-13 32-0-0 r1-0-0 7-7-3 7-4-13 2-0-0 7-4-13 7-7-3 I 5.00 F12 4x6 = 4x6 = Scale = 1:55.8 5x8 11 16 15 - t:t 12 5x8 II 2x4 11 2x4 I I to 7-7-3 15-0-0 17-0-0 24-4-13 32-0-0 7-7-3 7-4-13 2-0-0 7-4-13 7-7-3 Plate Offsets (X,Y)-- [8:0-0-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) -0.19 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.35 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/T'P12014 Matrix-SH Weight: 166lb FT=20% LLIMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 9-13 SLIDER Left 2x4 SP No.3 4-1-2, Right 2x4 SP No.3 4-1-2 REACTIONS. (lb/size) 2=1239/0-3-8, 11=1183/0-3-8 Max Horz 2=-94(LC 13) Max Uplift 2=-324(LC 12), 11=-302(1_C 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4— 2230/1481, 4-6=-1626/1136, 6-7=-1435/1127, 7-9=-1627/1141, 9-1 l=-2234/1542 BOT CHORD 2-16=-1242/1960, 15-16=-1242/1960, 13-15=-707/1435, 12-13= 1207/1966, 11-12=-1207/1966 WEBS 4-16=0/304, 4-15=-660/599, 6-15=-223/365, 7-13=-240/366, 9-13=-666/653, 9-12=0/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 32-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=324, 11 =302. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only Alt) MiTek(D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Abuildingdesign. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and perrnanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Instihute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345316 W P0223 T06 Common 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:43 2018 Page 1 I D:8J VZM ICe38_OmgpXOyQpG l ycRbP-369Kq PHrrrQM W oAzDvwHZZzvTI fZKKR75ZFAW ZzgzW U r1-0-0 , 8-1-12 16-0-0 23-10-4 32-0-0 3-0-q 1-0-0 8-1-12 7-10-4 7-10-4 8-1-12 1-0-0 1 0 5x6 = 5.00 F12 Scale = 1:54.5 5x8 11 14 13 12 5x8 I I 2x4 11 5x8 = 2x4 11 1 Io 8-1-12 16-0-0 23-10-4 32-0-0 8-1-12 7-10-4 7-10-4 8-1-12 Plate Offsets (X Y)-- 17:0-0-0 0-0-01[13:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.15 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.26 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 162lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-13, 4-13 SLIDER Left 2x4 SP No.3 4-4-11, Right 2x4 SP No.3 4-4-11 REACTIONS. (lb/size) 2=1238/0-3-8, 10=1238/0-3-8 Max Horz 2=-98(LC 17) Max Uplift 2=-330(LC 12), 10=-330(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2209/1699, 4-6=-1564/1348, 6-8=-1564/1348, 8-10=-2209/1699 BOT CHORD 2-14=-1397/1940, 13-14=-1397/1940, 12-13=-1394/1940, 10-12=-1394/1940 WEBS 6-13=-499/724, 8-13=-685/647, 8-12=0/314, 4-13=-685/647, 4-14=0/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 16-0-0, Corner(3) 16-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber D011=1.60 plate grip D0L=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=330, 10=330. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. la(03)2015 BEFORE USE. Design valid for use only with MiTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not - " a truss system. Before use, the building designer must verify the applicability of design porameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web :and/or chord members only. Additional Temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, se.eANSi/TPI I Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Sune 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type city Ply T13345317 WP0223 T07 Monopitch Supported Gable 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:44 2018 Page 1 I D:8J VZM ICe38_OmgpXOyQpG 1 ycRbP-XJj i 1 I HTc9YD8yi9mcSW 5n W E 1 i8S3uGGKD?j2?zgzW T 3x8 11 2x4 11 2x4 II LOADING (p151) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0-06 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings 5-0-0. lb) - Max Herz 9=63(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 5, 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 9, 5, 6, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-140/288 WEBS 3-8=-139/352 Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 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.Opsf; h=15ft; Cat. il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5, 6, 8, 7. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MrlekC) connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS1171 t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TrLrs Plate Institute. 218 N. Lee Street, suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13345318 W P0223 T08 Monopitch 9 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:46 2018 Page 1 I D:8JVZMICe38_omgpXOyQpG1 ycRbP-ThgTSRJj8moxN FuYu1 U_ACbXD W gvXkOZoXUg7tzgzW R 1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1:14.2 3x4 = 1.5x8 STP = 4x10 MT20HS 11 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-0-8,0-1-1 2],[5:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 4-5 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) -0.00 7 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=243/0-8-0, 7=146/0-3-8 Max Horz 5=62(LC 9) Max Uplift 5=-102(LC 8), 7= 58(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-60/25812-5=-204/436 NOTES- 1) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5= 102. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 27,2018 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Iq Design valid for use only with MITekO connectors, this design is based only upon parameters shown, and is for an individual building component, not m Dotatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 00ii MiTek` buildingpreventIs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and (Hiss systems, se.eANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply T13345319 W P0223 T09 Monopitch 3 1 Job Reference (optional) Builders FIfSISOUrce, Tampa, Plant City, Florida 33566 1-0-0 1-0-0 4x10 MT20HS 11 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:46 2018 Page 1 ID:8JVZMICe38_OmgpXOyQpGlycRbP-ThgTSRJj8moxNFUYu1U_ACbXDWgvXkOZoXUg7tzgzWR 5-0-0 3x4 = Scale = 1:14.2 0-4-0 5-0-0 0-40 4-8-0 Plate Offsets (X Y)-- [2:0-0-8 0-1-12] [5:0-0-0 0-1-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 4-5 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.30 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=243/0-8-0, 7=146/0-3-8 Max Horz 5=62(LC 9) Max Uplift 5= 102(LC 8), 7=-58(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-60/258, 2-5=-204/436 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 5=102. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 27,2018 WARMING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MiTekO connectors. this design is based only upon parameters shown, and is for an Individual building comp,nenf, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of husses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6Q04 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tama, FL 33610 Job Truss Truss Type City Ply T13345320 W P0223 T10 GABLE 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 27 10:03:47 2018 Page 1 I D:8JVZMICe38_OmgpXOyQpG l ycRbP-xuOrgnKMv4wo? PTkSI? Dj P8kovAmG EaiOBDOfKzgzW Q 1-0-0 5-0-0 1-0-0 5-0-0 3x8 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2017ITP12014 Matrix-R DEFL. in (loc) I/deft Ud Vert(LL) -0.00 1 n/r 120 Vert(CT) -0.00 1 n/r 90 Horz(CT) -0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-0-0. lb) - Max Horz 9=90(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 5, 9, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 5, 7, 9, 6, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9— 142/325 WEBS 3-8— 137/304 Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20 Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 9, 6, 8. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 27,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall pp bUilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord mernbera only. Additional temporary and permanent bracing MiTek' is always required for slab ity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of inrsses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tntss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-l/ lbrr For 4 x 2 orientation, locate plates 0-1/,b' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output, Use T or I bracing if indicated, BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 0 c O U n O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. O 2012 MiTek® All Rights Reserved am pill MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9, Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. J01 36-00-00 16" BCI 5000s-I.B 1 6 J02 24-00-00 16' BCI 6000s-I.8 1 2 J03 18-00-00 16" BCI 6000s-1.6 13 J08 18-00-00 16" BCI 6000s-1.8 I I J03 17-00-00 16" BCI 60005-1.8 I 2 J04 17-00-00 16" BCI 6000s-1.8 1 5 J06 7-00-00 16" BCI 6000s-1.8 1 1 J05 5-00-00 16' BCI 6000s-I.8 1 1 J07 4-00-00 16' BCI 6000s-1.6 I 1 FO1 20-00-00 1 3/4" x 16- (2.0E 3100) LVL2 2 RMI 38-00-00 1-1/8' x 16" BC RIM BORRD OSB 1 RMI 16-00-00 1-1/8" x 16" BE RIM BORRD OSB I RMI 15-00-00 1-1/8- x 16" BC RIM BORRO OSB 1 Bk1 31-00-00 16" BCI 6000s-I 8 1 1 38-0-0 9 9 r 7-0-A au-M-M ?-n-0 GEARING HEIGHT 56HEOULE Hanger List H3 IUS2.37/16 NOTES: 1.) REFER TO HID 91 (RECOMMENDATIONS FOR HANDLING IN5TALLATION AND TEMPORARY DRACING,) REFER TO ENGINEERED DRAWING5 FOR PERMANENT BRACING REQUIRED. 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL VIO5 FOR ALTERNATE DRACING REQUIREMENTS. 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY BUILDER. 4.) ALL TRU55E5 ARE DE516NED FOR 7 ac. MAXIMUM 5PACIN6, UNLE55 OTHERWISE NOTED. 5.) ALL WALL5 SHOWN ON PLACEMENT PLAN ARE CON5IDERED TO DE LOAD BEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST DE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HANGERS TO DE 5IMP5ON HT026 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HANGER5 TO DE 51MP50N THA422 UNLE55 OTHERWISE NOTED. 8.) BEAM/HEADER/LINTEL (HDR) TO DE FUM15HED DY BUILDER, SHOP DRAWING APPROVAL 9 THI5 LAYOUT 15 THE 50LE 5OURCE FOR FADRICATION OF 9 TRU55E5 AND VOID5 ALL PREVIOU5 ARCHITECTURAL OR OTHERv TRU55 LAYOUT5. REVIEW AND APPROVAL OF THI5 LAYOUT MUST DE RECEIVED DEFORE ANY TRU55E5 WILL DE DUILT. VERIFY ALL CONDITION5 TO IN50RE AGAINST CHAN6E5 THAT WILL RE5ULT IN EXTRA CHAR6E5 TO YOU. Requcstcd Dellrmy Dotc Ayfl-d byDatc: Builders FirstSource Orlando PHONE: 407-851-2100 FAX 407-651-7111 Plant City PHONE: 613-759-5Q51 FAX 513-752-1532 DUIL ER: Starlight Homes 2095 Elevation S W P0223 DAfE: DCAYII By: 10/ 16/17 Josh 4' . RECORD COPY City o Sanford, Building and Fire Preventiol Product Approval Specification Form Permit # # 1 8- 1 4 0 1 Project Location Address U LD/Nc SANrORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We -recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC R? Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll Up 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 0 Category/Subcategory m . w ..1-1 Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding JAMES HARD] BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 4 4 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature `iVI Applicant's Name Please Print) June 2014 EASTERN SPECIFIER GUIDEN for products manufactured in Alexandria [Lena], Louisiana 20 R l r 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. Product Profiles, BC16 Architectural Specifications ......... 3 About Floor Performance, BCI® Residential Floor Span Tables. One Hour Floor/Ceiling Assembly ........................ 4 BCI® Floor Framing Details .......................... 5-6 BCr Joist Hole Location & Sizing, Large Rectangular Holes ... 7 BCI' Cantilever Details, Web Stiffener Requirements ..... 8-9 BCI1' Floor Load Tables ........................... 10 - 12 BCI' Roof Framing Details ........................ 13 - 14 BCI6 Roof Span Tables ........................... 15 - 18 BC11 Roof Load Tables ........................... 19 - 23 BCI® Design Properties, BC16Allowable Nail Spacing ....... 24 Boise Cascade Rimboard Products/Properties ............ 25 0 Ceilings Framed with BCI'`" Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows. while keeping finish work to a minimum. 0 VERSA -LAM" Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. 0 Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD'' OSB, BC RIM BOARD' and VERSA -RIM' (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. VERSA -LAN)' Products. Specifications; Allowable Holes..... 26 VERSA -LAMB Details, Multiple Member Connectors ........ 27 VERSA -LAW Floor Load Tables (100% Load Duration) ......... 28 VERSA -LAMS' Snow Roof Load Tables (115% Load Duration) ..... 29 VERSA -LAMS' Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA -LAMS Closest Allowable Nail Spacing ............. 31 VERSA -LAMS' Design Values ........................... 31 VERSA -LAMP' 1.8 2750 Columns, VERSA -STUDS 1.7 2650 .. 32 Computer Software: BC FRAMER®, BC CALC® ............ 33 Framing Connectors: Simpson, USP ................ 34 - 35 Lifetime Guarantee ........................... Back Cover Eastern Product Profiles BCI°,foists VERSA -LAM" VERSA -LAM" VERSA -LAW 1301-1 4500s 1.8 BCI0 5000s 1.8 BCI16000s 1.8 BCI® 6500s 1.8 BCI° 60s 2,0 13CI6900.0 1.7 2650 1.8 2750 2.03100 1'/i'T_ 1'/e' 1 1,,,T 1 I I — — 1'/e'T T 1'/e'T 9'/i' 1 3y, 9/2' 9 /2" 11 /s" 11 /e' 2 11%11 9/z 9 „ 11'/e' 11%11 % 1 14" % 14 3'/z 3/2' to W 14„ a/8' W/e" /8 14 / a 14" 1i 6" to 16" to 7'/," 24" J6 11 I —I 1— --1 1-- I'l —1 I 13/<" 2" 25/,s" 29/,s" 25/,6" 3'/2' 1Yz' 1'/," 3'/2' 3Yz'to5'/," 1'/2' 11/ Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/2", 5'/," BCI' 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'O 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. 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 BCI`1 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 BCII 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 BUI Joists and the entire system until the sheathing material has been applied. ems: The BC11 Joists shall be evalu- ated by a model code evaluation service. Q-_ Residential Floor Span Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue -and -groove subf/oor, install the joists vertically plumb with level -bearing supports, and install a direct -attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. THREE STAR * * * FOUR STAR**** CAUTION * MINIMUM STIFFNESS ALLOWED BY CODE CpUT10N BCI® Live Load deflection limited to L/480: The common industry and design community standard for residential floor joists, 33% stiffer than L1360 code minimum. However, floor performance may still be an issue in certain applications, especially with 91/.' and 111/." deep joists without a direct -attached ceiling. Live Load deflection limited to L/960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum building code L/360 criteria are structurally sound to carry the specified loads; however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. Joist Depth Joist Series 12" 16" o.c. O.C. 19.2" O.C. 1 24" 32" o.c. O.C. 12" o.c. 16" o.c. 19.2" 24" o.c. OX. 32" O.C. 12" 0.c. 16" O.C. 19.2" O.C. 24" O.C. 32" O.C. 4500s 1.8 16'-11" 15'-6" 14'-8" 13'-7" 11'-9" 11'-6" 11'_6" 10'-0" 10'-0" 9'-7" 18'4" 16'-8" 15'4" 13'-7" 11'-9" 9,y" 5000s 1.8 1 T-0" 16'-0" 15-2" 14'-1" 12'-5" 1 V-6" 11'-6" 1 Y-O" 10'-0" 9'-11" 19'-4" 1 T-9" 16'-C 14'-T' 12'-5" 6000s 1.8 18-2" 16-8" 16-8- 1 14'4" IT-4" 1V-6" 11'-0" 10'-0" 10'-0" 10'-0" 20'-2" 18'-5" 17'-0" 15'-9" 13'-8" 6500s 1.8 181-8" 1T-1" 16-1" 16-0" IT--B" 11'-6" W-6" 10'4" 10'4" 10'-0" 20'-0" 18'-11" 17'-10" 1T-7" 14'-0" 4500s 1.8 20'-0" 18'41" IT-W 15'-5" 13'4" 15'-6" 1 14'4' 13'-5" 12'-6" 114" 21'-10" 18'-11" 1T-3" 15'-5" IT-4" 5000s 1.8 20'-9" 19'-0" 1T-11" 16-7" 13'-4" 15'-0" 14'-9" 13'-11" 12'-11" 11'-9" 23'-0" 20'-4" 18'-0" 16'-T' 13'-4" 6000s 1.8 21'-T' 19'-8" 18'-7' 17'-4" 14'-10" 16-6" 16-4" 14'-0" 13'-0" 12'-l" 23-10" 21'-10" 20'-0" 1T-11" 14'-10" 6500s 1.8 22'-2" 20'-3" 19'-2" 1T-10" IN-10" 16-0" 15'-10" 14'-11" 13'-10" 12'-T' 24'-6" 22'-5" 21'-1" 18'-10" 14'-10" 60s 2.0 23-7" 21'-0" 20'-4" 18'-11" 16-4" 18'-0" 16'-9" 15'-9" 14'-8" 13'-3" 26'-1" 2T-10" 22'-6" 21'-0" 16-4" 90s 2.0 26'-7' 2N-3" 1 22'-10" 21'-3" 19'-4" 19'-0" 18'-10" 1 T-8" 16-5" 1 N-10" 29'-6" 26-10" 26-3" 23'-0" 19'-4" 4500s 1.8 22'4' I 20'-7" 18'_9" 16'-9" 13'-11" 17'-10" 16'-3" 15'-4" 14'-3" 13'-0" 23'-10" 20'-7" 18'-9" 16'-9" 13'-11" 5000s 1.8 23'-7' 21'-7" 20'-2" 18'-0" 13'-11" 18'-6" 16'-10" 15'-11" 14'-9" 13'-5" 25'-7" 22'-l" 20'-2" 18'-0" 1T-11" 14" 6000s 1.8 2"" 22'-0" 21'-2" 19'-0" 16-5" 19'-2" j 1T-6" 16-6" 16-4" 13'-11" 2T-1" 23'-11" 21'-10" 19'-0" 15'-5" 6500s 1.8 25'-2" 2T-0" 21'-016-5-" 20'4' 1 1" 19'-8" 17'-11" 16-11" 164" 14'-3" i 2T-9" 25'-2" 22'-11" 20'-0" 15'-0" 60s 2.0 26-9" 24'-5" 23'-0" 21'-0" 16-4" 20'-11" 19-0" I 1T-11" 1T7" j 15'-l" 29-T' 2T-0" 25'-0" 21'-10" 16'-4" 90s 2.0 304-1" ' 27-5" 26-10" 24'-0" 19'-6" 23'-6" 21'-4" 20'-0" 18'-6" 16-9" 33'-3" 30'-4" 28'-7" 26'-0" 19'-6" 4500s 1.8 25'-2" 22'_0" 20'-1" 17'-11" 14'-l" 19'-9" 18'-0" 17'-0" 15'-10" 14'-1" 25'-5" 22'_0" 20%1" 1T-11" 14'-1" 6000s 1.8 2T-0" 2N-9" 23'-4" 20'-10" 15'-9" 21'-2" 19'-4" 18'-2" 1 16'-11" 16-4" 29'-0" 26-6" 23'-4" 20'-10" 16-9" 16" 6500s 1.8 2T-9" 26-4" 23'-11" 21'-1" 16-9" 21'-9" 19'-9" 18'-8" 1T-4" 15,41, 30'-8" 26'-11" 24'-0" 21'-1" 15'-9" 60s 2. 0 29'-T' 2T-0" 26-6" 21'-10" 16-4" 23'-2" 21'-l" 19-10" 18'-5" 16-4" 32'-8" 29'-10" 27'-4" 21'-10" 16' 1" 90s 2. 0 1 3S-4" 30'-4" 28'-7" 26-2" 19'-T' 1 26'-0" 1 23'-7" 22'-2" 20'-0" 18'-T' 1 36'-10" 3T-7" 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 23/32" minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c, require sheathing rated for such spacing -'/e' 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 of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) one -Hour Fire Resistive Assembly 2 3 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. 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 '/" Type C gypsum board, installed per Figures 2 or 3 of [CC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC=54 IIC=68 or Add 3'/ s" glass fiber insulation to fire assembly: STC=55 IIC=46 or Add an additional layer of minimum W sheathing STC=61 IIC=50 and 9'/ 2" glass fiber insulation to fire assembly: 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 BCIJOISTS 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, fi 40 BCI°' rim joist. See page 6. 0 BOISE CASCADE' Rimboard. See pages 6 and 25. For load bearing cantilever details, see page 9: Floor Framing 400 BCI' 3' blocking or 2x4 `squash" block on each side required when supporting a load -bearing wall above. BCI'-' Joists.. VERSA -LAM' and ALLJOIST'° 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 . ALLJOISP. and BCI'r Joists must be wrapped. covered. and stored off of the ground on stickers at all times prior to installation. VERSA -LAM'", ALLJOIST and BCI` Joists are intended only for applications 0 When installing Boise Cascade EWP products with treated wood. use only connectors/fasteners that are approved for use with the corresponding wood treatment. VERSA - LAM® header or an BCI' header. 11h" knockout holes at approximately 12" o.c. are pre -punched. See page 7 for allowable hole sizes and location. VERSA - LAM" LVL beam. Endwall blocking as required per governing building code. BCI" Blocking is required when joists are cantilevered. that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA -LAM'', ALLJOISP, and BCII' 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 HANGERS, BCI'` RIM JOISTS, RIM BOARDS, BCI` BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI''' Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI® Joists at the end of the bay. All hangers, BCI® rim joists, rim boards, BCI1' blocking panels, and x- bracing must be completely installed and properly nailed as each BCI' Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI® Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI® Joists to within Y2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll- over under light construction loads. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCIe Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI' joists in the flat direction. VERSA -LAM' is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. 9 Floor Framing Details Additional floor framing details available with BC FRAMER® software 201 Nail Boise Cascade Rimboard to BC14 Joists with 8d nail into each flange. Dimension lumber is not suitable for use as rimboard with BCI" Joists. ber is not Blocking maybe required Jasrim perpendicular to wall, board with BCI® Joists. consult design professional of record and/or local building official. Top Flange or Face Mount Joist Hanger VERSA -LAM" For load bearing wall above stacked over wall below). BCI" bloc j Backer block minimum 12" wide). Nail with Joist 10-10d nails. Hanger i e Sd nail h side at ring 1W minimum bearing length (13/4" required for 18" and deeper joists) To limit splitting flange, start nails at least 11/2" from end. Nails may need to be driven at an angle to limit splitting of bearing plate. Filler block. Nail with 10 -10d nails. Backer block required where tap flange joist hanger load exceeds 250 lbs. Install tight to top flange. 0 BCI" Use of BCI® rimjoist requires 2x6 wall for minimum lolst bearin0_ 0 Solid bl all post from at to beari below. Blocking maybe required at intermediate bearings for floor diaphragm per IRC in high seismic areas, consult loc*official. 0 Load bearing wall above s(stacked over wall below) Double BCI' Joist Connection Filler Block see chart below) r Web -Filler Nailing 12" on -center Connection valid for all applications. Contact Boise Cascade EWP Engineering for specific conditions. LATERAL SUPPORT BCI® Joists shall he laterally supported at the ends with han ers, rimboard, BCI" rim joist or blocking panels. BCI blocking panels or rimboard are required at cantilever supports. Blocking may be required at intermediate bearings for floor diaphragm der IRC in high seismic areas, consult local building official. MINIMUM BEARING LENGTH FOR BCI`JOISTS Minimum end bearing: 11/2" 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 CALCI software. NAILING REQUIREMENTS BCI0 rim joist, rim board or closure panel to BCII joist: Rims or closure panel 11/4 inches thick and less: 2-8d nails, one each in the top and bottom flange. BCI'e 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCI'e 6000s/60s rim joist: 2.16d box nails, one each in the top and bottom flange. BCI® 6500s/90s rim joist: Toe -nail top flange to rim Joist with 2-10d box nails, one each side of flange. BCI® rim joist, rim board or BCI'e 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: IUdi nails. one on each side of the web, placed 11/2 inches minimum from the end of the BCI Joist to limit splitting. Double Squash Block Vertical Load blft Joist spacing [in] Size 12 1 16 1 19.2 24 20 4463 13347 12789 2231 2x6 7013 15259 14383 3506 1. Squash blocks are to be in full contact with upper floor and lower wall plate. 2. Capacities shown are for a double squash blacks at each joist, SPF or better. Sheathing or rimboard closure BCIa Joist blocking required for cantilever. For load bearing cantilever, see pages 8 and 9. Uplift on backspan shall be considered in all cantilever designs. Sheathing to BCI` joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacingthan IRC. Maximum bracingspacinggforfu[Ilateral stability: 18" for BCI® 4500s & 5000s, 24" for larger BCI'-' joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 4500s or 3/4" Two %" wood panels or 1. 8 wood panels 2 x 5000S 3/4" or'/s" Two 3/4" wood panels or 1. 8 wood panels 2 x 6000s 1%" or two 1h" 2x_+'/i6" or 1. 8 wood panels wood panel 6500s 1%" or two 5/s" 2 x + 5/8" or 1. 8 wood panels 3/4" wood panel 60s 2.0 11/a" or two %" 2 x _+'he" or wood panels I" wood panel 90s2. 0 2x_lumber Double 2x_lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 1/4" to avoid a forced Fit. F03 Note: BCI®floor joist must be designed to carry wall above when not stacked over wall below. Blocking required underneath braced wall panels and shear walls, consult design professional of record. BCI9 Joist Slope Cut Reinforcement Detail below restores original allowable shear/ reaction value to cut end of BCI°joist BCI° Joist shall not be used as a collar or rafter tension tie. 2 z 6 min. rafter. Rafter shall be supported by ridge beam or other upper bearing support 6 12 1 a ainmax. BCI' Heel , depth belowiK j `G 2x blocking required at bearing (not shown for clarity). 23/ 3 11 min. plywood/OSB rated sheathing as reinforcement Install reinforcement with face grain horizontal. Install on both sides of the joist, tight to bottom flange. Leave minimum'/" gap between reinforcement and bottom of top flange. Apply construction adhesive to contact surfaces and fasten with 3 rows of min. 10d box nails at 6" o.c. Alternate nailingfrom each side and clinch. Minimum Heel Depth End Roof Pitch Wall 6112 7112 8112 9112 10112 12112 Bearinq2 x 4 43/s" 45/,fi' 4%" 4%" 4'/." 41." 2 x 6 33/d' 33/s" 25/1"" 2'/." 29/a" 2'/." WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI"' JOISTS FROM THE WEATHER BCII Joists are intended only for applications that provide permanent protection from the weather. Bundles of product should be covered and stored off of the ground on stickers. BCI`` RIM JOISTS AND BLOCKING Vertical Load Capacity plf) Depth in] Series No W.S.IlI W.S.RI 9%" 4500s 1.8, 5000s 1.8, 2300 N/A 6000s 1.8 6500s 1.8 4 5 0 0 s 1.8, 5000s 1.8, 2150 N/A 117/ s" 6000s 1.8 6500s 1.8 60s 2.0, 90s 2.0 2500 N/A 4500s 1.8, 5000s 1.8, 2000 N/A 14" 6000s 1.8 6500s 1.8 60s 2.0, 90s 2.0 2400 N/A 4500s 1.8, 6000s 1.8, 1900 2500 16" 6500s 1.8 60s 2.0, 90s 2.0 2300 2700 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/ A: Not applicable BCI° Joist Hole Location & Sizing BCI0 Joists are manufactured with 11/2' round perforated knockouts in the web at approximately 12" on center Minimum spacing = 2x greatest dimension of largest hole (knockouts exempt) D _ DO NOT see table below) I • (see table below) cut or notch M' flange N 6"-- No holes (except knockouts) i_ A 11/2" round hole may be 1-61. 6—' I ' allowed in bearing zones cut anywhere in the web. Do not cut holes Provide at least 3" of larger than 1/2" clearance from other holes. round in cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1%" Round Hole Diametertin] 2 3 4 5 3 6 5 6%2 6 7 7 8 8% 9 10 11 12 -13 Rectangular Hole Side th 1'-0" 1'-1" 1'-5" 2'-1" Any 8 2'-9" T-1" 3'-5" 91/2" Spfta]n 12 1'-o" 1'-2" 2'_2" 3' 2" 4'_2" 4'_8" 5'_2" Joist 16 1'-0" 1'-7" 2'-11" 4 4'-3" 5 2 5'-7" 6'-3" 6'-11" Round Hole Diameter [in] 2 3 6 6% 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 3 4 5 7 8 2'-4" 2'-7" 2'-10" 3'-4" 3'-9" 8 1'-0" 1'-1" 1'-5" 1'-10" Any San 12 1'-0" 1'-4" T-1" T-10" T-7" T-11" 4'-3" 5'-0" 11%' ft Joist 16 1'-0" 1'-10" 2'-10" 3'_9" 4'_9" 5'-3" 5'-9" 6'_9" 20 1'-1" 2'-3" T-6" 4'-9" 5'-11" 6'-7" T-2" 8'-5" Round Hole Diameter [in] 2 3 4 5 6 6%2 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 2 3 3 1 5 6 6 8 9 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" VAT 2'-1" 2'-6" 2'-10" 2'-11" 3'-4" T-8" 12 1'-0" 1'-3" 1'-10" 2'-6" 2'-10" T-1" T-9" 4'_3" 4'-4" 5'-0" 5'-7" Any i 14" S[pfta]n 16 1'-0" 1'-11, 1'-8" 2'-6" X-C T-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" T-5" Joist 20 1'-0" 1'-1" 2'-1" 3'_2" 4'_2" 4' 8" 5' 2„ 6'-3" 7'-2" T_3" 8'-4" 9'_4" 24 r" 1-0 1 r rr4 r rr2 -6 r3 -9 r5 -0" 5'-8' r 6'-3" 7'-6" r8 -7'r 8'-9' 10'-0" 11'-2" Round Hole Diameter fin] 2 3 4 5 6 61/z 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 10 in] 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" T-2" T-7" 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-6" 1'-10" 2'-5" 2'-11" T-0" T-7" 4'-21, 4'-9" 5'-4" Any 16" S[ft] 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-8" 2'-1" 2'-6" T-3" T-11" 4'-0" 4'-10" 5'-7" 6'-4" T-2" Joist 20 1'-0" 1'-1" 1'-2" 1'-2" T-1" 2'-7" T-1" 4'-1" 4'-11" 5'-1" 6'-0" T-0" 8'-0" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" T-1" T-9" 4'-11" 5'-11" 6'-1" T-3" 8'-5" 9'-7" 10'-9" DO cut in web area as specified Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 1'/i' round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 1'/" 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 CALCII software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC® software. Large Rectangular Holes in BCI® Joists 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 Multiple Span Joist See Max Hole Size on E hole Chart for Joist Depth Joist Span - - Minimum 2x diameter/ width of largest hole O Simple Span Joist 6'-0" Min -- Notes: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed usin BC CALC® sizing software n} hole _See Max Hole Size on rt hole 1h Joist —. Chart for Joist Depth ,r 1h Joist — +" Span San K O k Multiple an Joist 12'-0" Min— - Multiple Span Joist 12'-0" Min Larger holes may be possible for either Single or Multiple span joists; use BC CALC' sizing software for specific 9 analysis. Maximum Hole Size Simple MultipleJoist Depth Span Span 9%d' 6" x 14" 6" x 12" 117/a" 8" x 16" 8" x 13"' 14" 9" x 18" 8" x 16" 10" x 17" 10" x 14" 161, 12" x 16., Reinforced Load Bearing Cantilever Table BCI° Joists a c Roof Total Load [psf 35ocn y o F c o ° u) Joist S acing in 16 19.2 24 16 19.2 24 1 16 119.21 24 24 0 0 1 0 0 0 X 0 X X 26 0 1 00 0 0 0 X 0 X X 28 0 0 X 0 X X X X X 30 0 o X o x X X X X 32y 0 0 X 0_1 X X X X X 0 0 1 0 X 0 I X X X X X34 v 0 X X X X X X X X36 0 X X XIX X X X X38 40 C)__X X X X X X X X X X iX1X JJX X X421X 24 0 0 0 0_ X 0 1 X X 0 0 0 0 1 0 X 0 J X X26 28 0 0 1 0 Lx X X X X m r 0 1 i 0 X X X X X30_0 0 0 0 X 0 X X X X X32 c3 34 0 0 X X X X X X X n 36 0 L-0-1 X X X X X X X 0 X' J X X X X X X X X X X X XA38400X' X X 24 0 0 1 0 0 Lo 0 0 X X 0 0 1 0 0' 0 X 0 X X26 0 LO 0 0_ 0- X X X X28 m 0 0 1 0 0 0 0 0 0 1 0 O X X X_ X X X X X X 30 32 0 1 0 X 0_X X X_X X34 coon 36 0' 0 X 0 X X X X X 38 0 0 X X X X X X X 40 0 0 X X X X X X X 24 0 0 0 0 0 0 0 0 X 26 0 0 0 0 0 0 0 X X m 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X 0 32 0 0 0 0 0 X 0 X j X 34 0 0 0 0 X X X X 1 X 0 0 X 0 X X X X X36 38 0 0 0 0 X j X 0 X 0 X X X X X X X X X40 24 0 0 0 0 0 WS' 0 1 0 X 26 2$ ro 0 0 0 0 0 0 0 0-1 0 0 0 0 0 0 0 WS X X 0 0 0 0 WS WS X X X30 w 0 0 WS 0 0 X 0 X X32 o 0 0 0 0 WS WS 0 0Xi 0 WS 1Xi 0 0 XX X X 34_ 36 38 0 0 X 0 X X X X X 40 0 1 0X 0 X X X X X 42 0 0 X 0 X X X X X 24 0 0 0 0 0 WS 0 0 1 26 0 0 0 0 I 0 WS 0 0 1 0 0 0 0 IWS 0 0 X 28r 0 30 32 0 0 0 0 WS WS 0 0 0 0 1 1 0 0 0 1 X X 0 cn34 0 0 0 WS 0 WS X 0 X X 36 0 0 WS 0 WS X 0 X X 38 0 0 WS 0 WS X X X X 0 1 0 1 0 1 X X X X 4024 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 1 28 00 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0 0 X o 32 0 0 0 0 0 1 0 WS X 0 34 0 0 WS 0 0 1 0 1 X_ m 36__0 1 0 WS 0 0 1 0 X X 38 0' 0 WS 0 0 X 0 X X 40 0 0 1 0 WS X X X X a mCD N o f6 X Roof Total Load [ sf] 35 1 45 55 Joist Spacing [in] 16 19.2 24 16 19.2 24 16 19.2 24 24 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 LO 1 0 0 1 0 X 0 X 26 28 0 0 0 0 6 30 0 0 0 0 0 1 1 1 0 0 X 32 0 0 0 0 0 1 0 0 X 0 0 1 X 0 0 1 1 1 X X X 34 0 0 0 0 36 0 0 0 0 38 0 0 0 0 1 0 1 X 0 1 X 40 0 0 1 0 1 0 1 X 0 X X 4 o0 24 0 0 1 0 0 0 0 0 0 0 0 0 D 0 0 0 1 0 0 0 1 0 D WS 0 TO 1 0 0 1 0 0 WS 1 1 X X X 0 0 1 0 0 1 0 0 X 0 0 X 0 1 X 0 1 X 0 1 X 0 1 X 26 0 0 28 0 0 30 0 0 32 0 0 34 0 0 36 0 0 38 0 0 40 0 0 1 0 1 X 1 X X 24 0 0 0 0 0 1 0 1 0 0 0 26 0 0 0 0 0 1 0 1 0 0 0 28 0 0 0 D 0 OJ 0 0 0 30 0 0 0 0 D 0 1 0 0 0 w 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 1 36 0 1 0 L0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 0 0 1 0 0 2 40000000 y 0 v 24 0 0 0 0 0 _0 0 1 0 1 0 0 0 0 0 0 0 0 _ 0 WS a 0 WS 0 0 WS 0 0 WS 0 0 WS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WS WS WS 0 WS WS WS WS 1 X X X X 0 0 0 0 0 0 0 0 WS WS 0 WS 0 WS 0 1 WS XX WS X WS X WS _ X X X_ X X X X 26 28 30 32 34 36 38 40 42 N 0oom24 26 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 WS WS WS WS WS WS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WS WS WS WS WS WS WS WS WS 1 1 1 2 0 0 0 0 0 0 0 WS WS 0 0 WS WS WS WS WS 1 1 WS WS 1 1 2 X_ X X_ X 28 30 32 34 36 38 40 0 0 co 24 26 28 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WS WS WS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WS 0 0 WS WS WS WS WS 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 WS WS WS 1 1 WS WS WS 1 1 1 1 2 2 30 32 34 36 38 40 0 Lo 24 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WS WS WS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WS 0 0 WS WS WS WS WS 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 WS WS WS 1 1 WS WS WS 1 1 2 2 2 2 28 30 32 34 36 38 401 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/OS B-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist flanges. 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use the BC CALC® software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC" software. N Roof Total Load [psf] 35 45 55 N o 0 Joist Spacing in W W 16 119.21 24 1 16 119.2124 1 16 119.21 24 24 0 0 0 0 0 0 0 0 WS 26 0 1 0 0 0 0 0 0 0 WS 0 0 0 0 0 0 0 WS 2800 30 0 0 0 0 0 WS 0 0 1 N N 0 0 0 0 0 WS 0 0 1 00 t 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 WS 2 38 0 0 0 0 0 1 0 WS X 40 0 0 WS 0 0 1 0 1 X 24 0 0 0 0 0 0 0 0 0 26 0_ 0 0 0 0 0 0 0 0 0_' 0 0 0 0 0 0 0 0 280 30 0 0 0 0 0 0 0 0 0 N N 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 1 40 0 1 0 0 0 0 0 0 0 0 1 24 0 0 0 0 0 0 0 o WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 WS 0 0 WS OR 30 0 0 0 0 0 0 WS 0 WS WS m 32 0 0 0 0 0 WS 0 WS 1 6 34 0 0 WS 0 0 WS 0 WS X v 36 0 0 WS 0 0 WS 0 WS X 38 0 0 WS 0 WS 1 0 WS X 40 0 0 WS 0 WS 1 WS WS X 42 0 0 WS 0 WS X WS 1 X 24 0 0 6____0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 WS 0 32 0 0 0 0 0 WS 0 WS WS 0 34 0 0 0 0 0 WS 0 WS 1 m 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 0 WS 0 WS 2 40 0 0 WS 0 WS WS 0 WS 2 0 0 0 0 0 0 0 0 WS 2426 0 0 0 0 0 0 0 0 WS ro 28 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 0 WS 0 0 WS co 0 32 0 0 0 0 0 WS 0 WS 1 u-) 34 0 0 0 0 0 WS 0 WS 1 m 3_6 0 0 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 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS 0 30 0 0 0 0 0 WS 0 0 WS m 32 0 0 0 0 0 WS 0 0 WS to 34 0 0 0 0 0 WS 0 WS WS 36 0 0 0 0 0 WS 0 WS 1 38 0 0 0 0 0 WS 0 WS 1 40 0 0 WS 0 0 WS 0 WS 1 24 D 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 01 w 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 WS 38 0 0 0 0 0 0 0 0 1 40 1 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 Reinforced Load Bearing Cantilever Detail 2'-0„ T-W 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) 23/321' fvun. 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'I software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC" software. 23/32" min. plywood/OSB or rimboard closure. Nail with 8d nail into each flange. \ Structural Panel reinforcement 0" E BCI' Joist blocking required for cantilever r 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 10d nails at 6" on center. Use 16d nails with BCI" 90s 2.0 joists. Clinch all nails. BCIeJoist blocking Wood Structural Wood backer block 2x Closure Panel Closure See page 6 of Eastern 2x8 minimum Specifier Guide BCI JoistT/blocking Drywall Ceiling or Section Wood Structural View Back Span Maximum Panel Soffit Minimum 11Fi Times 3 Back Span Cantilever Length Not to exceed 4'-0" Back Span Maximum 3%" min. These details apply to cantilevers with uniform loads only. bearing 1/3 BackSpan It may be possible to exceed the limitations of these details by analyzing not to exceed 4'-0" a specific application with the BC CALC-' software. Web Stiffener Requirements See Web Stiffener SmaIIGa P: Nailin M. min., 2" max.. chedu e chart Web Stiffener 2" min.i 4" max.i Width Gap Clinch Nails4" main. x. Tight Fit Web Stiffener required when concentrated load exceeds 1000lbs Web stiffeners applied to both sides of the joist web Stiffener Specifications For Structural Lateral BCI® Joist Capacity Restraint Minimum Series Min. Thick) in Hanger Width 4500s 1. 8 W. W. 25/16" 5000s 1. 8 W, 6000s 1. 8 3/4.' 1W. 2'h6' 6500s 1. 8 4" 1" or 1%d' 2'hB" 60s 2. 0 3/" 25/16" 90s 2. 0 2x4 lumber (vertical) NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI° Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on page 14. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCI° 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI11 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.., BC III 6500s, double''/:" panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI° Design Properties on page 24 or the BC CALCm software. BCI® Joist Series Stiffener Nailing Schedule Joist Bearing Location Depth End Intermediate 4500s 1. 8 9%s' 2-8d 2-8d 2-8d 3-8d 11'/•" 14" 161, 2- 8d 5-8d 2-8d 6-8d 5000s 1. 8 9'/2" 2-8d 2-8d 117/e' 2-8d 3-8d 14" 2- 8d 5-8d 6000s 1. 8 9Ys'r 2-8d 2-8d 117/8' 2-8d 3-8d 14" 2- 8 5-8d 16" 2- 8d 6-8d 6500s 1. 8 9'/z'• 2-8d 2-8d 117/•11 2-8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 60s 2. 0 11'/" 2- 8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 90s 2. 0 117/e' 3-16d 3-16d 14" 5- 16d 5-16d 16" 6- 16d 6-16d Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 1 i' % Load Duration BCI° 4500s 1.8 Series 11/4" Flange Width BCI° 5000s 1.8 Series 2" Flange Width 9'/2' BCI`° 4500s 1.8 11%11 BCI"-4500s 1.8 14" BCI° 4500s 1.8 16" BCIO 4500s 1.8 9'/2' BCI® 5000s 1.8 li%" BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 156 13 71 111 115 138 144 146 79 128 129 138 144 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 125 126 53 96 86 120 125 16 64 94 93 112 118 44 85 72 108 104 117 17 54 83 79 99 105 111 61 96 88 110 18 46 74 67 88 89 100 51 86 75 101 19 57 79 76 90 44 77 64 91 20 49 71 66 81 55 82 21 43 65 57 74 48 74 22 50 67 42 68 23 44 61 24 25 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC` software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCI software. Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11'% Load Duration BCI® 6000s 1.8 Series BCI° 6500s 1.8 Series 25/16'Flange Width 29/16'' Flange Width 9'/" BCI® 6000s 1.8 11%11 BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/z' BCI® 6500s 1.8 11'/8' 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 Total Load Load Live Load Total Load Live Total Load ,Load Live Load Total Load 6 320 333 346 353 320 333 346 297 353 7 274 285 297 302 274 285 302 2658240250260265240250260 9 213 222 231 235 213 222 231 235 10 183 192 200 208 212 192 129 106 200 208 212 11 141 174 181 189 192 153 174 181 189 192 12 112 160 166 173 176 121 160 f 166 173 176 13 89 147 144 153 160 163 97 79 65 147 137 124 153 160 163 14 73 129 117 142 148 151 141 1 142 148 151 15 60 112 97 133 138 133 138 141 16 50 98 81 125 117 130 132 54 109 89 125 127 130 132 17 42 84 68 112 99 122 124 46 92 75 64 117 110 107 91 122 115 124 117185810084115112117 19 50 89 72 106 96 111 54 99 78 109 104 111 20 43 81 62 96 83 106 47 89 68 104 90 106 21 54 87 72 99 41 81 59 96 78 100 22 47 79 63 90 51 88 69 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 44 70 47 77 26 42 72 27 28 29 30 Boise Cascade EVVP • Eas?em Specifier Guide • 08104I201 Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [FLr']) 11', Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16'Flange Width 31/2" Flange Width Span Length 11 %11 BCI® 60s 2.0 Live Total Load Load 14" BCI® 60s 2.0 16" BCIO 60s 2.0 11'/" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Live Load Total Load Live Load Total Load Live Total Load j Load Live Total Load Load Live Total Load Load 6 366 366 366 450 453 456 7 314 275 314 275 314 275 385 337 388 391 8 340 342 9 244 244 244 300 270 302 304 10 220 220 220 272 274 11 200 200 200 245 247 249 12 183 169 157 146 183 183 225 226 228 13 169 157 169 157 146 207 209 194 181 210 14 155 192 195 15 128 146 180 182 16 107 137 137 137 152 168 170 171 17 90 129 129 129 129 158 160 161 18 77 122 110 122 122 110 150 151 152 19 66 115 95 115 115 95 142 134 143 144 20 57 110 82 110 109 110 83 135 117 136 137 21 50 100 72 104 95 104 72 128 102 129 130 22 1 43 87 63 100 84 100 63 122 90 123 119 124 23 55 95 91 87 74 95 91 88 84 56 49 44 112 79 118 105 119 24 49 65 99 70 113 94 114 25 43 58 88 63 108 83 109 26 52 56 104 75 105 27 47 81 50 100 67 101 28 42 78 45 91 61 97 29 41 82 55 94 30 50 91 Total Load values are limited by shear, moment, or deflection equal to Table values do not consider composite action from gluing and nailing L/240. floor sheathing (composite action is considered in floor span tables on page 4). Live Load values are limited by deflection equal to L/480. For deflection limits of U360 and LI960, multiply the Live Load values by 1.33 and 0.50 Total Load values assume minimum bearing lengths without web respectively. stiffeners for joist depths of 16 inches and less. Both the Total Load and Live Load columns must be checked. Where a For assistance with floor design, consult the section About Floor Live Load value is not shown, the Total Load value will control. Performance on page 4. Table values apply to either simple or multiple span joists. Span is This table was designed to apply to a broad range of applications. It measured center to center of the minimum required bearing length. may be possible to exceed the limitations of this table by analyzing a Analyze multiple span joists with the BC CALC® software if the length of specific application with the BC CALC® software. any span is less than half the length of an adjacent span. FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. /. I 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; BCI" 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 BCII 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, BCr 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. 0] When installing Boise Cascade EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding wood treatment. BCP 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 BCIO 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) BCI"' 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 Roof Rafter1x4Nailer@Max. 4'-0" o.c. Rafter Strut r-6" o.c. or BCI® 4500s) Ceiling Loads: s'-0" o.c. or BC115000s) Live Load = 10 psfMinimumHeelDepth Dead Load = 7 psfSeetableatfight) 12 2x Blocking 9/V% 11'/s" or 14" o BCf; 4500s/5000s/6000s/6500 Filler Ceiling Joist @ 24" o.c. Maximum 31 2" Minimum Bearing 2x4 Wall) Each End Maximum Span Lengths Without Roof Loads 91/2' BCI" 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 11%" BCI'"'' 4500S 1.8 / 5000S 1.8 / 6000s 1.8 / 6500S 1.8 22'-6" 14" BCI° 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 & 3 at right) Minimum Heel Depths Joist Depth End Wall 2x4 2x6 9Yd' 2%' 1'/d' 117/81' 31A" 21A" 14" 41/" 3%" 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 BCle 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 ceiling 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 -LAMS blocking. V" Ggreaterthan1/4/12. Ventilation cut: 1/3 of length,'/2 of depth* hF VERSA-LAMB blocking. ntilation "V" cut: length,'/2 of depth 2x4 blocking Tilange of BCI$ Joists may for soffit fobe birdsmouth cut only at support.sthe low end of the joist. 2' 6" m z Birdsmouth cut BCI° Joist Simpson VPA or USP TMP connectors or equal can Flange of BCI"' Joists may be birdsmouth cut only atlange must bear fully onbeusedinlieuofbeveledplateforslopesfromthelowendofthejoist. Birdsmouth cut BCI"1 Joistlate. web stiffener 3/12 to 12/12. flange must bear fully on plate, web stiffener required equired each side. each side. Bottom flange shall be fully supported. 1 10d nails Simpson or USP LSTA24 strap, nailing per j Simpson or USP LSTA24 strap where slope at 6" o.c. 2z4 one side for 135 PLF max. governing building code. exceeds 7/12 (straps maybe required for Tower 2z6 one side for 240 PLF max. BCI" blockingg slopes in high -wind areas). Nailing per governing VERSA -LAM" LVL Holes cut building code. support beam. for ventilation. VERSA -LAM® LVL support beam. Backer block. Thickness per corresponding BCIa series. 2x block BCI° blocking Holes cut ouble-beveled Beveled web stiffener 4'-0" horiz. for ventilation, wood plate. on each side. Blocking on both sides of ridge may be required for 2-6" hon'z shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. I, L Double joist maybe i Backer block L % required when L exceeds 1 minimum 12" wide). 2'-0" rafter spacing. Joist Nail with10-10dnails. max Hanger Blocking as required. g 4 Nail i outrigger i through BCI" web. DO NOT bevel -cut joist iller block. Nail beyond inside face of wall, except with 10-10d nails. for specific conditions in details 2" x _outrigger shown on pagesand 13 of the Backer block required where top flange notched around BCI. 6 Eastern Specifier Guide. joist hanger load exceeds 250 lbs. top flange. Outrigger Install tight to top flange. spacing no greater End Wall. than 24" on -center. LATERAL SUPPORT BCI® Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAMS, BOISE CASCADE' Rimboard or BCI° Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI® Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCI"'JOISTS Minimum end bearing: 1V2" for all BCI® Joists. 3Y2" is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report orthe BC CALC' software. NAILING REQUIREMENTS BCI® rim joist, rim board or closure panel to BCII joist: Rims or closure panel 114 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. BCII 6000sj 60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCI116500s/ 90s rim joist: Toe -nail top flange to rim joist with 2-10d box nails, one each side of flange. BCII 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- 8d nails, one on each side of the web, placed 11/ 2 inches minimum from the end of the BCI® Joist to limit splitting. Sheathing to BCI®joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" O.G. 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 spacingfor minimum lateral stability: 18" for BCI® 4500s and 5000s, 24" for larger BCIv' 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 Iacie Filler Block Thickness 4500s 1.8 81, or wood panels Two W wood panels or 2 x _ 5000s 1.8 wo" °r'" o' od anels Two 1/4" wood panels or 2 x 6000s 1.8 lw%" oo 11" woodrtwanels16" 2x_ or 1h" wood panel 6500s 1.8 lwood two es 2 x_+ Sh" or 1/4" wood panel 60s 2.0 1%" or two 1/2" wood panels 2 x +'/16" or wood panel 90s2. 0 2x lumber Double 2x lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 1/4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI JOISTS FROM THE WEATHER 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 11/2 inch, pre -stamped knock -out holes spaced at 12 inches on center along the BCII 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 BCI9 Joists may be birdsmouth cut only at the low end support. BCI® Joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support. The bottom flange must sit fully on the support and may not overhang the inside face of the support. High end supports and intermediate supports may not be birdsmouth cut. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psf] [psf] 115% and 125% Load Duration BCI° 4500s 1.8 Series BCI® 5000s 1.8 Series 1'/4" Flange Width 2" Flange Width 9'/2' BCI® 4500s 1.8 4/12 4/12 8/12'I4/12 or to to Less 8/12 12/12 11'/8' 14" BCI® 4500s 1.8 BCI® 4500s 1.8 4/12 8/12 4/12 4/12 8/12 or to to or to to Less 8/12 12/12, Less 8/12 12/12 16" BCI® 4500s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 9'/2' BCI11 5000s 1.8 4/12 4/12 8/12 or to to Less. 8/12 12/12 11%a' BCI® 5000s 1.8 14" BCI® 5000s 1.8 4/12 4/12 8/12 or to to Less 8/12 I12/12 4/12 4/12 8/12 or to to Less 8/12 ,12/12 Non- 20 10 23-19- 22'.6" 29-10" 28'-5" 26-9" 24'-10" 32-T 30'-5" 28'-3" 36-9" 33'-8" 31'4" 4'-10' 2T-5" 21'-9" 29'-7"' 7'-11' 25'-11' 33'-8" 31'-9" 29'-5" Snow 20 15 122'-7" 21'-3" 19'-7" 26'-11" 25-3- 23'-4" 30'-T' 29-T 26'-6" 33'-5' 31'-10" 294' 23'-6" 22'-1" 20'-5" 28'-0" 26'-4" 24'-4" 1'-10' 29'-11' 27'-T' 125% 20 20 21'-7" 20'-2" 18'-7" 26-8" 24'-0" 22'-1" 29-2" 2T-4" 25-1" 31'4' 30-3" 27'-10" 22'-5" 21'-0" 19'-4" 26'-9" 25'-0" 23'-0" 30'-5" 28'-5" 26'-2" 25 10 22'-8" 21'-5' 15-11" 26-11" 25'-0" 237 26'-11" 32'-3" 31'-T' 29'-10" 23'-7" 22'-4" 20'-9" 28'-1" 26'-7" 24'-9" 1'-11" 30'-2" 28A 25 15 21'-T' 27-4" 16-10" 25-9" 24'-2" 22' 5" T264'2T-F 26-T 30'-1" 25-4" 28-T 22-6" 21'-2" 19'-7" 10 25'-3" 23'-4" 30'-3" 28'4'26'-7" 12" 30 10 21'-U' 20-6" 19'-1" 25-9" 24-6' 22'-9" 26-11" 30-2" 29'-8" 28'-T 22'-T' 21'-4" 19-11' 10 25'-5" 23'-9" 30'-4" 28A1' 2T-V' C. Snow 115% 30 15 20'-9" 19'-7" 16-7' 15-8" 18'-11" 17'-10" 24.5' 23-4" 2T-8" 26-7" 125'-11" 24'-7" 25'-3" 24'-11" 24'-7' 24'-1" 23-T 22-11" 23'-1" 22'-10" 22'-5" 22'-2" 21A., 21'-3" 26-5" 2T-T 26'-10" 21'-7" 20'-5" 18'-11 25'-9" 24'4"; 22'-7" 24'-5" 23'-5" 22'-2" 28'-6" 2T-8" 25'-8" 27'-2" 26'-8" 25'-2" 5'-10" 264" 24'-1" 4'-10" 24'-6" 23'-5" 23'-9" 23'4" 22-10' 40 10 23 7' 27-1" 27-W 21'-8" 21'-T" 29 4" 19'-9" 2T-0" 264r 25-1" 20'-6" 19'-8" 18'-T' 40 15 19-5" 164' 17-1" 18'-T 17'-6" 16'-7" 1T-11". 17'-4" 16-3" 264r 25-T ZV-6" 20'-2" 19'-1" 1T-10 19'-0" 118'-3" 1T-3" 19'-0",18'-1",16'-11' 23'-8" 22'-9" 21'-3" 22'-8" 21'-9" 20'-T' 1'-10", 21'-5" 20'-2" 50 10 21' 2" 29-10" 24'-8" l24' 4" 24'-0" 23-8" 23'-3" 22'-9" 50 15 2941 20-0" 1914" Non- Snowl 1 20 10 21'-T' 20'-5" 16-11" 26-9" 24'-3" 22'-6" 29 3' 2„--" _ 27-2" 26-0" 24'-0" Z .L'--' _y=' 29'-0" 28'-2" 20-T 22'-6" 21'-3" 19'-8" 6'-10' 25'-4" 23'-6" 30'-6' 28'-9" 26'-8" 8'-11"27'-l" 25'-0" 20 15 29-T 15-3" 1T-5' 24'4" 22'-11" 21'-1" 21'-4" 20'-0" 18'-0" 25'-5" 3'-10' 22'-0" 125%1 20 20 19-6" 164' 15-10" 23'-T 21'-T 29-0" 26 4" 24-5" 22-9" 2T-1" 26-2' 24-11" 20'4' 19'-0" 1T-6" 24'-3" 22'-8" 0'-10' 27'-2" 5-10' 23'-9" 25 10 20-6" 19'-5" 16-1" 24-T 23-1" 21'-0" 26-1" 26-T' 24-Y 2T-11" V 4" 26-7" 21'-4" 20'-2"W-10 25-6"124'-1" 22'-5" 28'-1" 274" 25'-6" 16" O.C. Snow 115% 25 15 19'-7" 18'-6'1T-1" 22'-4" 22'-T 21'-1" 21'-9" 22'-0" 20'-7" 2Y4' 20'-T' 19 7" 24'-4" 23'-9" 22'-11" 24-5" 244' 23-5" 23-9' 22'-T 21'-9" 21'-10" 21'-T 21A" 20'-10" 20'-5" 19'-10" 19'-11" 15-9" 19-5" 19-2" 16-10" 19-6- 25-0" 26-1" 24-T' 234 27-3" 264' 26-8" 2445" 25'-0" 20'-5" 20'-5" IV-2" 19'-4" 1T-9" 18'-1" 24'-0_" 22'-10' 21'-2" 24'-1" 23'-1" 21'-6" 22'-8" 22'-0" 20'-5" 21'-7" 21'-3" 20'-1" 20'-6" 20'-1" 19'-3" 19'-8" 19'-5" 18'-8" 18'-10" 1&4' 18'-1" 26'-2" 25'-6" 24'-1" 26'-3" 25'-9" 24'-5" 24'-8" 24'-1" 23'-3" 23-6"121-2" 22'-8" 22-4"21'-11" 2114" 21'-5" 21'-2" 20'-10' 201-7" 20'-2" 19'-9" 30 10 19-T 18'-T' 17'-4" 30 15 18'-7" 17' 61996-6i" 1T-8" 7-1" 162' 16-10" 16'-6" 15-0" 24-0' 23-0' 21'-10" 23'-3" 22'-7* 21V 19'-7" 18'-7"17-10'16-10 IVA" 18'-6" 1T-4" 1T-2" 16-1" 40 10 20-1" 19'-9" 19-3" 40 15 19 1" 16=4" 1T-7' 19-8" 18'-1" 18'-2" 1T-9" 50 50 10 15 16-2" 16-10" 16-0' 15'-0" 15'-3" 14-8" 21'4' 21'-1" 29-T 7-2" 16-6" 15'-8" 74' 16-10" 29-5' 20'-1" 191-8" 16'-8" 164" 15'4" Non- 20 1 10 20'-0" 19'-2" 17'-9" 24'-7' 22-10" 21'-2" 26-10" 26-11" 24-1" 28'-8" 1 28'-0" 26-13" 21'-2" 19'-11' 18'-6" 25'-2" J 23,4, 22'-1" 28'-8" 27'-0" 26-1" Snow 20 1 15 19-T 18-1" 16-8" 224 21%6" 19'-10" 24-9" 24'-0" 22'-7" 26'-5" 25-8" 24'-8" 20'-0" 18'-10 17'4" 3'-10' 22'-5" 20'-8" 26'-7" 25'-6" 23'-6" 125% 20 1 20 18'-4" 1-P2" 164 21" 7' 20'-5" 16-9" 23'-1" 224" 21'-3" 24-8" 23-10" 22'-9" 19'-1" 1T-10 16'-5" 22'-9" 21'-4- 19'-T' 4'-10'123'-11' 22'-3" 25 10 19-Y 19-T 1T-0" 21'-10" 21'-5" 20'-T 23-10' 234' 27-0" 26-T 24-11" 24',3" 20'-1" 19'-0" 17'-8" 22'-7-4" " 21'- 1" 25'-7" 25'-1" 3'-11' 25 15 18'-0" 1T-4" 16'-0" 20'-5" 19'-10" 15-1" 7-3 2" 21'-8" 20'-10" 23'-9" 23'-1" 224' 19'-2" 18'-0" 16'-8" 1 '-11 21' 19'-11' 3'-10" 23'-3" ' 22'-5" c. O.C. 1 Snow 115% 30 10 16-0' 17'-5" 164' 204' 20'-1" 19-S' 22-3" 21'-11" 21'-4" 23'-10" 23'-5' 22'-10" 19'-2" 18'-2" 16'-11' 22'-0" 21'-7" 2T.2" 20'- 8" 20'-2" 19'-2" 19'- 8" 19'4" 18'-10' 3'- 11" 23'-6" 22'-11' 22'- 6" 22'-0" 21'-3" 21'- 5" 21'-1"' 20'-8" 20'- 4" 20'-0" 19'-5" 19'- 7" 19' 4" 19'-0" 18'- 9" 18'-5" 18'-0" 30 15 16-11" 16-T' 154" 16'- 2" 15-11"' 152" 164" 16-0" 14'-0" 14'- 9" 14'-6" 14-1" 14- 1" 13-10" 13-7" 19'- T 18'-9" 10 2" 20'-11" 20'-0" 19-10" 27-5" 21'- 4" 21'- 10" 21'- 0" 21'- 2" 20'- 7" 18'- 3" 17'- 4" 17'- 4" 16'- 9" 16'- 1" IVA0 401016-T 19-T 17'$" 15-11" 19$" 19-3" 40 15 MY IT-1" 16-T' 19-11" 18'-T 18'-1" 18- 0" 178" 1T-2" 16-9" 20'-3" 19-5" 1 19- 8" 19-10" 19' 4' 19-T 18' 11" 19 4" 1T-11" 16'-6" 16'-2" 5'-10" 15' 6" 15'-2" 14'-11" 15'-2" 19-8" 18'-4" 17'-10' 1T-11" 17'-9" 171-5" 17'-2" 16'-11" 16-6" 50 10 16-8" 16-6" 16 2" 18'-2" 14'-8" 14'4" 50 15116'-0" 1T-9" 154' 1T-0" Non- 20 10 18'.10" 17'-9" 16'-6" 22'-0" 21'-1" 19'-T 24'-0" 23'-5" 22'-4" 25'-T 25'-0" 24'-3" 19'-7" 18'-6" 17'-2" 23'-4" i 22'-0" 20'-5" 25'-9" 25'-0" 23'-3" Snow20 15 17'-19' 16'-T 16-5" 20'-3" 19'-8" 18'4" 22'-1" 21'-T 2a-T' 23'-8" 27-11' 22'-0" 18'-6" 17'-5" 16'-1" 1'-10' 20'-9" 19'-2" 23'-9" 23'-1" 21'-9" 125%20 16'-T 16-11" 144" 19-11" 18'-3" 17'-5" 20'$" 19-11" 19-Y' 22-1" 21'-3" 294" 17'-8" 16'-T' 15'-3" 18'-2" 22'-2" 21'-5" 20'-5" 10 MY 16'-19' 152" 19-6- 19'-2" 18'-7" 21'-0" 20'-10" 20'-3" 22-V 27-3" 21'-8" 18'-0" 17-7" 16'-4" 19'-6" 10' 22'-5" 21'-9" oct 15 E3 010Snowl30 15 115%40 10 40 15 50 10 50 15 16'-1" 15'-T' 16'-1" 16-10" 15'-2" 14'-9" 14'-5" 14'-2" 14'-10" 16-2" 1T-9" 1T-1" 19'-10" 15.4" 18'-8" 21'3" 20-6' 19'-11" 1T-3" 16'-8" 15'-5" T-4-20L-7- 18'-4" 21'-4" 20'-9" 20'-0" 15-1" 18-T 17-11" 17'-6" 19'-11" 15-7" 15-1" 21'-0" 20'-11" 20'-5" 1T-4" 16'-10' 15'-8" 18'-9" 18'-5" 18'-0" 17-5"' 21'-5" 21'-0" 20'-6" 20'-1" 19'-8" 19'-0" 19'-2" 18'-10'' 18'-6" 18'-2" IT-10" 17'-4" 7-5" 17'-2" 16'-7" 16'-2" 15'-8" 14'-11' 144' 17- 2" 164 16-TI 194 16-3" 1T-8" 20'-0' 19-6' 19-11" 16'-3" 15'-11' 14'-11 13'-11" 10 4" 16-1" 15-9" 1T-10" 1T T' 17'-7' 19-0' 19-9" ! 18'-5" 16-1" 17'-9" 17'-0" 1T-4" 1T-2" 16'-10" 16-6' 16-0" 15'-3" 15'-6" 15'4-14'-7" 14'-9" 14'-T' 14'-0" 14'-2" 13'-11" 13'-7" 13'-6" 13'4" 13'-0" 17'-7" 17'4" 16-11 13' 8" 135" 13'-1" 13'-2" 13'- 0" 17-9" 12-7" 12' 4" 12'-1" 15' 6" 14'- 11" 14'- 3" ' 154" 14'-10" 16'-11" 16' T' 16-2' 16'-3" 16'- 1" 15'-9' 16-T 164" 14-11" 16'-8" 16'- 4" 15'-11' 1&0" 15'- 10" 15'-T' 164" 14A1" 14'- 3" 14'-9" 14'- 0" 14'- T 13- 9" 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 CALCI' software. Slope roof joists at least 'A" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EVVP • Eastem Specifier Guide - Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load I Load Non- 20 1 10 Snow 20 15 125% 20 20 25 10 25 12" 30 O.C. Snow 30 115% 40 10 40 15 50 10 BCIII 6000s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 26'-0" 24'-6" 22'-9" 24'-T 23'-1" 214' 23'-6" 22'-0" 20'-2" A" 9a'-A" 91'-R" BCI' 6000s 1.8 Series 25/16" Flange Width BCI® 6000s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 30'-11" 29'-2" 27'-0" 29'-3" 27-6" 25'4" 27'-11" 26'-1" 24'-0" 99'.d° 2p-Q., 21RI-1n" BCI® 6000s 1.8 4112 4/12 8/12 or to to Less 8/12 12/12 35'-2" 33'-2" 1 30'-9" 33'-3" 31'-3" 28'-10" 31'-9" 29'-9" 1 2T4" TT-4" IVA" I 7Q'-A" BCI® 6000s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 38'-10" 36'-T 34'-0" 36'-9" 34'-6" 31'-10" 36-1" VATT 30'-2" AW-1 n" 3d'-1 n" 37-s" 15 2T-6" 22-2" 20'-6" 28'-0" 26'-4" 24'-5" 31'-10" 29'-11" 2T-9" 34'-11" 33'-1" 30'-8" 10 23'-7" 22'-4" 2T-10" 28'-0" 26'-7" 24'-9" 31'-11" 30'-2" 28'-2" 36-1" 33'-5" 31'-2" 15 22-7" 21'-4" 19'-9" 1 26'-11" 1 25'-4" 23'-0" 30'-T' 28'-10" 26'-9" 33'-0" 1 31'-11" 2T-7" Non- i 20 10 Snow 20 15 125% 20 20 1 25 10 25 15 16 30 10O.C. Snow 30 15 115% 40 10 Z 15 50 10 50 15 Non- 20 10 Snow 20 115 125% 20 1 20 25 10 25 15 19.2" 30 10 O.C. Snow 30 15 115% 40 10 40 15 50 10 50 15 Non- 20 10 Snow 20 15 125% 20 20 25 10 25 15 24" 30 10O.C. Snow 30 15 115% 40 10 40 15 50 10 50 15 21' 201_7" 19'-5" 7" 18'-1" 25'-6" 2 4'-6" 25'-1" 23'-9" 23'-7" 22-8" 23'-7" 22'-6" 1 23'_1" 22'-2" 19'-10" I 21'-6" 19'-10" 19'-1" 18'-111, 17-8" 21'-0" 23'4" 22'-2" 20'-7" 28'-0" 26'-5" 24'-6" 22'-3" 20'-11" 19'-4" 26'-6" 24'-11" 23'-0" 21'-3" 19'-11" 18'-4" 26-3" 23'-8" 21'-9" 22'-4" 21'-1" 19'-8" 26'-T' 25'-1" 2T-5" 21'4" 20'-1" 18'-7" 25'4- 23'-10" 22'-1" 21W 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 20'-0" 19'-4" 17'-11" 24W 23'-0" 21'4" 19-5" 18'-7" 1T-7" 23'-1" 22'-2" 20'-11" 1T-1" 18'-1" 16-10" 22-2" 21'-0" 20'-1" 18'-0" 17'-3" 16'-4" 21'-3" 20'-0" 19'-6" 1T-11" 17'-1" 16-0" 20'4" 20'-0" 19'-0" 22'-1" 20'-10" 19'-4" 26'-3" 24'-10" 23'-0" 20'-11" 19'-8" 18'-2" 24-11" 23'-5" 21'-7" 19'-11" 181-8" 17'-2" 23'-9" 2T-3" 20'-5" 21'-0" 19'-10" 181-6" 24'-11" 23'-7" 22'-0" 20'-0" 18'-10" 17'-5" 23'-8" 22'-5" 20'-9" 2T-1" 19-al 17'-9" 23'-9" 22'-7" 21'-1" 19'-3" 18'-2" 1&10" 22'-4" 21'-7" 20'-0" 18'-3" 1T-6" 16'-6" 21'--3" 20'-10" 19'-8" 17'-10" 1T-0" 16-10" 20'-2" 19'-10" 18'-10" 16-110" 164- 19'-5" 19'-2" 18-3" 16'-4" 16'-2" 16'-1" 15'-0" 18'-7" 18'-3" 1T-10" 20' 6" 19'4" IT- 11" 24'4" 234" 21'4" 1T 4" 18'-2" 16-10" 23'-0" 21'-8" 20'-0" 18'-6" 17'-3" 16-11" 22'-0" 20'-7" 18'-11" 19'-5" 18'-4" 17'-1" 22-8" 21'-10" 20'4" 18'- ' 1T-5" 16'-2" 21'-2" 20'-7" 19'-3" 18'-T' 1T-T' 16'-5" 21'-2" 20'-10" 19-6- 17'-7" 16-9" 15'-7" 19'-11" 19'-6" 18'-7" 16-9" 16'-2" 15'-3" 19'-0" 181-8" 18'-2" 15-11" 15'-7" 14'-8" 15-3" 14'-11" 14'-3" 14'-7" 14'-4" 13'-11"_ 18'-0" 17'-8" 1T-2" 1T-4" - 1T--1" 16'-10" 16'-T' 164" 16-11" 29'--0" 2T-10" 26-3" 2TAV 27'-1" 25'-2" 26-9" 25'-9" 24'-6" 25'-8" 25-3" 23'-11" 31'-10" 30'-0" 27-10" 30'-2" 28'-4" 26-2" 28'-9" 26'-11" 24'-9" 30'-3" 28'-7" 26'-T' 28'-3" 27'-2" 26-2" 28'-4" 27 4" 25'-6" 2T-8" 26'-0" 24'-3" 25'-5" 25'-0" 23'-10" 24'-2" 23'-8" 22'-10" 23'-2" 22-11" 22'-2' 22-2' 21'-10" 21'-4" 29'-11" 28'-3" 26'-2" 28'-4" 26'-7" 26-10" 25'-4" 23'-3" 27'-8" 26-10" 25'-0" 25'-9" 25'-1" 23'-T' 25'-10" 25'-5" 24'-0" 24'-4" 23'-2" 23'-9" 22'-10" 22'-10" 22'-4" 22'-0" 21'-7" 21'-0" 21'-1" 20'-10" 1 20'-6" 20'-3- J 19'-11" 9'-5" 27'-9" 26' 2" 24'.3" 26-8" 24'-8" 22'-9" 23'-11" 23'-1" 21'-T' 24'-8" 24'-2" 23'-2" 23'-0" 22'-5" 21'-8" 2T-1" 22'4" 22'-2" 21'-9" 21'-3" 20'-6" 20-8" 19'-8" 181-10" 17'-11" 20'4' 19'-3" 18'-8" 17'4" W-O" 18'-9" 18'-4" 16'-6" 31'4" 30'-9" 29'-0" 29'-10" 29'-3" 2T-10" 28'-8" 28'-3" 2T-1" 27-5" 27'-0" 26'_5" 36-2" 33'-2" 30'-10" 334" 314" 28-11" 31'-5" 29'-9" 2T-5" 32-5" 31-7" 29-5" 30'-3" 29'-5" 2T-9" 30'4" 29-9" 28'-3" 28'-6" 27'-10" 26'-10" 27'-2" 26-9" 26-2" 26-10" 25'4" 24'-8" 24'-9" 24'-6" 24'-1" 23'-9" 23'4" 27-10" 33'-1" 31'-2" 28-11" 30'-8" 29'-5" 27'-2" 28'-8" 27'-8" 25'-9" 29'-7" 28'-11" 27-8" 2T-7" 261-10" 26-11" 27'-8" 2T-2" 26-6" 26'-0" 26-5" 24'-7" 24'-9" 24'-5" 23'-11" 23'-6" 23'-1" 22-6" 22'-7" 22'4" 21'-11" 21'-8" 21'-3" 20'-10" 29'-9" 28'-11" 26-10" 27'-5" 26'-7" 25'-2" 26-7" 24'-9" 23'-T' 26'-5" 26-10" 25'-2" 24'-8" 24'-0" 24'-9" 24'-3" 2T-3" 22'-8" 23'-2" 23'-8" 21'-11" 22'-1" 21'-9" 21'4" 21'-0" 20'-T' 19'4' 19'-10" 19'-5" 18'4" 18'4" 17'-8" 16-10" Roof Span Tables 17 Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psfj [psfj 1 1 and 1 1 r Duration BCI® 6500s 1.8 Series 2'/16" Flange Width 9'/z" BCI® 6500s 1.8 11W BCI® 6500s 1.8 4/12 4112 8/12 or to to Less 8/12 12/12 14" BCI1O6500s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 16" BCI® 6500s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 4/12 or Less 4/12 to 8/12 8112 to 12/12 Non- l 20 10 26-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" i 34'-1" 31'-8" 40'-0" 37'-8" 35'-0" Snow 20 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26-1" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125%1 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36-1" 33'-10" 31'-1" 25 10 25'-5" 24'-1" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" 30'-3" 37'-11" 35'-10" 33'-5" 25 15 24'-3" 22'-10" 21'-2" 28'-10" 27'-2" 25'-1" 32'-9" 30'-10" 28'-7" 36'-2" 34'-1" 31'-7" t2" O.C. Snow 115% 30 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 27'-8" 26'-2" 26'-4" 25%3" 25'-6" 32'-10" 31'-1" 29'-0" 36'-3" 34'-4" 32'-1" 30 15 23'-4" 22'-0" 20'-5" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6" 40 10 22'-2" 21'-3" 20'-0" 23'-10" 29'-11" 29"-5" 28'-8" 27'-10" 27'-1" 25'-11" 33'-0" 31'-8" 29'-11" 31'-5" 30'-9" 28'-8" 30'-2" 29'-4" 27'-10" 28'-11" 28'-5" 27'-3" 40 15 21'-9" 20'-7" 19'-3" 20'-6" 19'-8" 18'-8" 20'-6" 19'-6" 18'-3" 25'-11" 24'-6" 22'-10" 24'-4" 23'-4" 22'-2" 24'-4" 23'-2" 21'-8" 50 10 50 15 27'-8" 26'-7" 27'-0" 26'-4" 25'-2" 24'-8" Non- 20 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34'-2" 31'-9" Snow 20 15 23'-0" 21'-7" 19'-11" 18'-11" 27'-4" 25'-8" 23'-8" 31'-1" 29'-2" 26'-11" 34'4" 32'-3" 29'-9" 125% 20 20 21'-11" 20'-6" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 28'-2" 16" 25 O.C.C. Snow 115%1 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 31'-2" 29'-5" 29'-8" 27'-11" 27'-5" 34'-1" 32'-6" 30'-3" 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 26-11" 31'-10" 30'-11" 28'-7" 31'-11" 31'-2" 29'-1" 30'-0" 29'-4" 27'-7" 28'-7" 28'-2" 27'-1" 27'-2" 26'-8" 25'-11" 26'-1" 25'-9" 25'-3" 25'-0" 24'-7" 24'-0" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24%9" 23'-1" 29'-9" 28'-2" 26'-4" 30 15 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 23'-10" 22'-10" 22'-0" 28'-1" 26'41" 25'-0" 40 10 20'-0" 19'-3" 18'-2" 21%7" 20'-8" 20'-1" 26'-9" 26-0" 24'-6" 25'-5" 24'-11" 23'-6" 24'-5" 24'-1" 22'-10" 23'-5" 23'-0" 22'-4" 40 15 19'-9" 18'-8" 17'-5" 23'-4" 22'-2" 50 10 15 18'-6" 17%9" 16'-11" 22'-1" 21'-2" 21'-5" 21'-0" 50 18'-6" 17'-8" 16'-6" 19'-8" Non- Snow 125% 20 10 20 15 22'-10" 21'-6" 20'-0'' 21'-7" 20'-3" 18'-9" 27'-1" 25-7" 23'-9" 25'-8" 24'-1" 22'-3" 24'-6" 22'-11" 21'-1" 30'-10"— 29'-1" 2T-0" 29'-2" 27'-5" 264" 27'-10" 26'-1" 24'-0" 34'-0'' 32'-1" 29'-10" 32'-3" 30'-3" 27'-11" 30'-2" 28'-9" 26'-6" 20 20 20'-7" 19'-3" 17'-9" 25 10 21'-8" 20'-6" 19'-1" 25'-9" 24'-4" 22'-8" 29%1" 27'-8" 25'-9" 24'-4" 31'-1" 29'-0" 30'-6" I 28'-5" 28'-3" 26'-11" 25 15 20'-8" 19'-5" 18'-0" 24'-6" 23'-1" 21'-5" 27'-2" 26'-3" c. O.C. 1 30 10 20'-B" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" 27'-3" 26'-6" 24'-8" 29'-1" 28'-7" 27'-4" Snow 115% 30 15 19'-10" 18'-9" 17'-5" 18'-10" 18'-1" 17'-1" 18'-6" 17'-6" 16'-4" 17'-5" 16'-8" 16-10" 17'-3" 16'-7" 15'-6" 23'-6" 22'-3" 20'-8" 25'-7" 25'-0" 24'-4" 24'-0" 23'-6" 27'-5" 26'-9" 26-11" 26'-1" 25'-8" 25'-2" 24'-9" 24'-4" 23'-8" 23'-9" 23'-6" 23'-1" 22'-10" 22'-2" 21'-2" 40 10 22'-4" 21'-5" 20'-3" 23'-0" 22'-1" 21'-5" 40 15 21'-3" 20'-10" 19'-5" _ 18'-10" 23'-2" 22'-9" 50 10 20'-5" 19'-10" 22'-3" 22'-0" 21'-4" 21'-0" 50 15 19'-7" 19'-3" 18'-5" 20'-6" Non- Snow 20 10 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-6" 26'-11" 27'-0" 25'-5"_J 25'-0" 31'-4" 29'-9" 27'-7" 28'-11" 28'-0" 26-11" 20 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 23'-5" 125% 20 20 19'-1" 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26-11" 26'-0" 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'-4" 15 19'-1" 18'-0" 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 26-11" 25'-3" 24'-4" 24" 25 O.C.C. 30 10 19'-2" 18'-2" W-11" 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" Snow, 115W 30 15 18'-4" 17'-4" 16'-1" 16'-8" 15'-9" 21'-0" 20'-6" 19'A" 19'-8" 18'-9" 18'-7" 18'-0" 18'-0" 17'-5" 16'-8" 15'-11" 22'-10" 22'-4" 21'-7" 24'-5" 23'-11" 23'-1" 23'-3" 22'-11" 22'-3" 21'-7" 20'-9" 19'-8" 19'-10" 19'-5" 18'-9" 18'-3" 17'-8" 16'-10" 40 10 17'-5" 20'-0" 19'-0" 21'-9" 21'-5" 21'-0" 20'-8" 20'-4' 19'-3" 19'-6" 19'-0" 18'-5" 1T-11" 17'-4" 16'-6" 40 15 16'-9" 16'-2" 15'-1" 15'-5" 14'-8" 15'-2" 14'-4" 50 i 10 16'-1" 18'-3" 50 15 15'-5" 17'-3" 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 'A" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP - Eastem 5pec!fier Gwde • 08'04QC' Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psf] [psf] 115% and 125% Load BCI® 60s 2.0 Series 25/16" Flange Width Duration BCI° 90s 2.0 Series 3'/z' Flange Width 11%/" BCIO 60s 2.0 4/12 4/12 18/12 or to to I Less 8/12 12/12 14" BCI"' 60s 2.0 4/12 4/12 8/12 or to to Less 8/12 12/12 16" BCI® 60s 2.0 1IA" BCI® 90s 2.0 14" BCI® 90s 2.0 4112 4/12 8/12 or to to Less 8/12 12/12 16"_BCI® 90s 2.0 4/12 4/12 8112 or to to Less 8/12 12/12 4112 or Less 4/12 to 8/12 8/12 to 12/121 4/12 or Less 4/12 to 8/12 8112 to 12/12 Non- I 20 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 33'-t1" 42'-11" 40'-6" 37'-7" 39'-0" 36-10" 34'-2" 44'-3" 41'-9" 38'-9" 49'-0" 46'-3" 42'-11" Snowl 20 15 32'-4" 30'-4" 28'-0" 36'-9" 34'-6" 31'-10" 40'-8" 38'-3" 35'-3" 37'-0" 34'-9" 32'-1" 41'-11" 39'-4" 36'-4" 46'-5" 43'-7" 40'-3" 125% 20 20 30'-10' 28'-10' 26'-6" 35'-l" 32'-10' 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 39'-11" 37'-5" 34'-5" 44'-3" 41'-5" 38'4" 25 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'-11" 37'-1" 35'.0" 32'-7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0" 40'-11" 25 15 30'-11" 29'-1" 26'-11" 35'-2" 33'-l" 30'-7" 38'-11" 36'-8" 3T-11" 35'-4" 33'-3" 30'-10" 40'-1" 3T-9" 34'-11" 444' 41'-9" 38'-8" 12 O.C. 30 10 Snow 30 15 115%1 40 10 40 15 10 50 15 31'-0" 29'-4" 27'-4" 35'-3" 33'4" 31'-l" 39'-0" 36'-11" 34'-5" 35'-5" 34'-0" 33'-7" 31'-4" 32'-1" 29'-9" 40'-2" 38'-0" 38'-6" 36-4" 35'-6" 44'-6" 42'-l" 39`4" 42'-8" 40'-3" 37'-4" 40'-6" 38'-10" 36-8" 39'-10" 37'-9" 35'-2" 50 37'-6" 36-11" 34'-2" 37' 6" 35'-8" 33'-5" 28'-0" 26'-0" 33'-9" 31'-10" 29'-7" 37'-5" 35-3" 32-9" 33'-9" 2T-0" 25'-6" 32'-1" 30'-9'' 29'-0" 35'-6" 34'-1" 32'-2" 32'-3" 3T-11" 29'-2" 31'-9" 30'-0" 28'-0" 29'-10" 28'-8" 27'-2" 29'-10" 28'-5" 26'-7" 36'-6" 35'-0" 33'-1" 36'-0" 34'-0". 31'-9" 33'-10" 32'-5" 30'-10' 33' 10" 32'-3" 30'-1" L29'-" 26'-3" 24'-6" 31'-7" 29'-10' 27'-10' 34'-11" 3T-1" 30'-10' 25'-0" 24'-10' 23'-9" 23'-3" 29'-8" 28'-6" 27'-0" 26-5" 37-11' 31'-6" 31'-4" 29'-11" 29'-3" 29'-8" 28'-3" 32'-11" Non- 20 Snow 20 10 30-11" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'-1" 35'-4" 33'-4" 31'-0" 40'-1" 37'-10" 35'-1" 44'-5" 41'-11" 38'-11" 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" 137A1" 35'-8" 32'-11" 42'-0" 39'-6" 36'-6" 125% 20 20 27'-11" 26'-2" 24'-l" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'-11" 29'-11" 27'-6" 36'-2" MAI" 31'-2" 40'-l" 37'-7" 34'-7" 25 10 29'-4" 2T-9" 25'-10" 33'-5" 31'-7" 29'-5" 3T-0" 34'-11' 32'-7" 33'-7" 31'-9" 29'-7" 38'-1" 36'-0" 33'-6" 42'-2" 39'-10' 37'-1" 25 15 28'-0" 26'-4" 24'-5" 31'-10" 30'-0" 2T-9" 35'-3" 33'-2" 30'-9" 32'-0" 30'-2" 27'-11" 36'-3" 34'-2" 31'-8" 40'-2" 3T-10" 35'-1" 16" 30 10 2TA" 26'-7" 24'-10" 31'-11" 30'-3" 28'-2" 35'4" 33'-6" 31'-3" 32'-1" 30'-5" 28'-4" 364' 34'-5" 1 32'-2" 40'-3" 38'-2" 35'-8" O.C. Snow 30 15 115% 40 10 40 15 50 10 50 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" 29'-2" 28'-0" 26-5" 28'-9" 27'-2" 25'-4" 27'-0" 25'-11" 24'-7" 27'-0" 25'-9" 24'-1" 34'-10' 33'-1" 32'-11" 31'-9" 30'-7" 30'-0" 38'-7" 36-8" 1 36'-5" 35'-2" 33'-10' 33`-3" 25'-6" 24'-6" 2T-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10' 29'-2" 25'-l" 23'-9" 22'-2" 28'-7" 2TA" 25'-3" 31'-8" 30'-0" 27'41" 32'-7" 30'-7" 30'-7" 30'-10' 29'-5" 1 29'-2" 28'-9" 27'-11" 27'-3" 36'-l" 34'-2" 31'-10' 3T-11" 3T-7" 30'-11" 33'-11 "; 32'-4" 30'-3" 23'-7" 23'-7" 22'-8" 21'-6" 26-10' 2T-9" 24'-6" 29'-9" 28'-7" 27'-1" 22'-6" 21'-0" 26'-10' 25'-7" 23'-11 28'-7" 27'-8" 2T-5" Non- 20 10 29'-1" 27'-5" 25'-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29' '' 37'-8" 35'-6" 33'-0" CA" 39'-4" 36'-7" Snow 20 15 27'-6" 25'-10' 23'-10' 31'-3" 29'-5" 27'-l" 34'-8" 32'-7" 30'-l" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-1" 34'-3" 125% 20 20 1 26-3" 24'-7" 22'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 28'-6" 30'-0" 28'-1" 25' 10" 344" 31'-10" 29'-3" 37'-8" 35'-3" 32'-5" 25 10 27'-7" 26'-1" 2*4' 31'-4" 29'-8" 27'-7" 34'4' 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'-l" 33'-1" 31'-2" 28'-11" 30'-1" 28'-4" 26'-3" 34'-l" 32'-1" 29'-9" 3T-9" 35'-7" 32'-11" 19.2" O.C. 30 10 26'-4" 25'-0" 23'-4" 30'-0" 1 28'-5" 26'-6" 33'-2" 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" 37'-10"'35'-10' 33'-6" Snow 30 15 115% 40 10 40 15 50 10 50 15 25'-3" 23'-10' 22'-2" 28'-9" 27'-1" 25'-2" 31'-10" 30'-0" 27'-11" 28'-10" 27'-3" 264' 32'-9" 30'-11" 28'-8" 36'-3" 34'-3" 31'-10" 34'-5" 33'-0" 31'-2" 33'-10" 32'-l" 29'-11" 31'-10" 30'-7" 29'-l" 29'-8" 28'-8" 27'-5" 24'-0" 23'-0" 22'-4" 21'-3" 21'-2" 21'-9" 20'-10' 20'-3" 19'-9" 27'4' 26'-2" 24'-8" 30'-2" 29'-0" 27'-4" 27'-5" 26'-3" 24'-10" 26 -11' 25'-6" 23'-10' 25'-4" 24'-4" 23'-l" 25'-4" 24'-2" 22'-7" 31'-0" 29'-10' 28'-2" 23'-7' 22'-2" 22'-2" 26'-10' 25-5 23 -8 28 -1' 27'.0" 25'-3" 23'-0" 26-7" 24'-5" 21'-11" 30'-T 28 41 27 -0' 28'-8"' 27'-7" 26'-2" 28'-8" 27'-5" 25'-7" 25'-3" 23'-9" 24'-2" 2T-0" 23'-0" 25'-10' 21'-11" 23'-9" Non- 20 10 26'-11" 25-5" 23'-7" 30'-7" 28'-10" 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29' 0" 27'-0" 34'-10" 32' 11"' 30'-7" 3638' 7" 36'-5" 33' 10" Snow 20 15 25'-6" 2T-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-1" 30'-2" 27'-10' 29'-1" 27'-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125% 20 20 24'-3" 22'-9" 20'-11" 27'-7" 25'-10' 23'-10' 30'-7" 28'-8" 26'-4" 27'-9" 26'-0" 23'-11" 31'-5" 29'-6" 27'-l" 34'-10" 32'-8" 30'-l" 24" o. C. 25 10 25 15 30 10 Snow 30 15 115% 40 10 40 15 50 10 50 15 25'-6" 24'-2" 22'-6" 29'-0" 27'-6" 25'-7" 32'-2" 30'-5" 28'-4" 29'-2" 2T-10" 27'-7" 25'-9" 26'-3" 24'-4" 33'-l" 31'-4" 29'-2" 36'-8" 34'-8" 32'-4" 34'-11" 32'-11" 30'-6" 35'-0" 33'-2" 31'-0" 33'-7" 31'-8" 29'-5" 30'-11" 30'-0" 28'-10" 28'-0" 26'-11" 25'-6" 26-9" 25'-2" 24'-4" 23'-8" 22'-11" 21'-10" 24'-4" 22'-11" 21'4' 27'-8" 26'-1" 24'-2" 30'-8" 28'-11" 26'-9" 31'-6" 29'-9" 27'-6" 24'-5" 23'-1" 21'-7" 27'-9" 26'-3" 24'-6" 30'-9" 29'-1" 2T-2" 27'-11" 26'-5" 24'-8" 26'4' 25'-3" 23'-5" 25'-4" 24'-4" 23'-0" 24'-11" 23'-7" 22'-0" 23'-5" 22'-6" 21'-5" 23'-4" 22'-4" 20'-11" 31'4" 29'-11" 28'-0" 23'-4" 22'-1" 20'-6" 26'-7" 25'-1" 23'-4" 27'-4" 26'-1" 24'-5" 30'-3" 28'-7" 26' 7" 2T-2" 21'-3" 20'-1" 19'-3" 18'-9" 17'-6" 24'-9" 22'-5" 20'-8" 24'-1" 21'-6" 20'-2" 22'-10' 20'-5" 19'-6" 24'-9" 24'-1" 23'-1" 28'-8" 27'-7" 26'-1" 27'-9"' 26'-8" 25'-0" 25'-7" 24'-11" 24'-l" 23'-6" 22'-9" 21'-8" 21'-10" 20'-8" 19'-8" 18'-4" 22'-5" 21'-6" 20'-5" 19'-6" 17'-6" 20'-6" 20'-_8" 19'-0" 20'-2" 18' 4" 19'-0" Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) F91 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 11/4" Flange Width 9'/2" BCI® 4500s 1.8 11 Ya" 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% L/240 Snow 115% Non- Snow 1( 25%) L/240 Non- Snow Snow 115% 125% L/240 Snow 115% Non - Snow 125% L/240 6 315 343 338 367 - 353 383 k2- 329 264 287 235 255 356 305 267 237 387 332 290 258 7 270 294 289 315 - 8 236 1 257 j - 253 275 - 9 210 228 225 245 - 10 189 205 j - 202 220 211 230 214 232 11 172 187 184 200 192 209 194 211 12 147 160 169 183 176 191 178 193 13 125 136 156 169 162 177 164 179 I - 14 108 118 107 139 151 151 164 152 166 15 94 102 88 121 131 141 153 142 155 16 83 190 73 106 115 126 137 133 145 17 73 1 80 61 94 102 111 121 125 136 18 65 67 51 84 91 99 108 113 123 19 58 58 44 75 82 1 73 89 97 102 111 20 49 49 38 68 74 63 80 87 92 100 21 43 43 33 61 67 54 73 79 83 90 22 1 56 61 47 66 72 i - 76 82 23 1 51 54 42 61 66 69 75 24 47 48 37 56 I 60 54 64 1 69 25 43 43 32 51 56 48 59 64 26 47 51 42 54 59 27 44 48 38 50 54 28 1 I 41 1 44 1 34 47 51 46 29 43 47 41 30 40 44 37 Total Load values are limited by shear, moment, or deflection equal to U180. Deflection values (Deflect.) are limited by live load deflection equal to U240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALCI 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 CALL® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EwP • Easlem Specifier Guid, Roof Load Tables Allowable Uniform Roof Load in pounds per lineal fool` (pLF " 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCP 5000s 1.8 Series 2" Flange Width 9'/z" BCI® 5000s 1.8 11W BCII 5000s 1.8 14" BCI® 5000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Length Snow Non -Snow 115% 125% U240 Snow Non -Snow 115% 125% U240 Snow Non -Snow 115% 125% L/240 6 315 1 343 - 338 367 - 315 - 275 - 353 383 - 329 - 287 - 255 - 230 - 209 - 7 270 294 289 302 8 236 257 - 228 - 205 - 187 - 171 - 158 - 253 264 9 210 225 245 235 10 189 202 220 I - 211 11 172 184 200 192 12 157 169 183 176 191 - 13 145 156 169 162 177 - 14 125 136 120 144 157 151 164 - 15 109 118 98 135 147 141 153 16 95 104 81 122 133 132 143 17 85 89 68 108 118 124 135 18 75 76 58 96 105 114 124 19 65 65 49 87 94 82 103 112 20 56 56 42 78 85 71 93 101 21 48 48 37 71 77 61 84 91 22 42 42 32 64 70 54 76 83 23 59 62 47 70 76 68 24 54 54 41 64 70 60 25 48 48 37 59 64 54 26 43 43 33 55 59 48 27 51 55 43 28 47 50 38 Bo'sc Cas( r.. _ _ ,,,Aarn spt ItIer 3 I ce • f i+_,t . ` Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Use of these tables should be limited to roof slopes of 3'/2' per foot or less. For steeper slopes, see pages 15-18. BCI° 6000s 1.8 Series 25/16'' Flange Width 1 9'/2 BCI`1 6000s 1.8 1 117/e' BCI° 6000s 1.8 1 14" BCI' 6000s 1.8 1 16" BCI® 6000s 1.8 1 Total Load Deflect. Non - Span Snow Snow Length 115% 125% L/240 6 360 392 - 7 309 1 336 - 8 270 1 294 - 9 240 261 1 - 10 216 235 - 11 196 213 - 12 180 196 - 13 166 180 - 14 145 158 135 15 126 137 111 16 111 121 92 17 98 101 78 18 86 86 66 19 74 74 56 20 63 63 48 21 55 55 42 22 48 48 36 23 42 42 32 24 25 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. Total Load Deflect. Non - Snow Snow S 115%) (125%) L/240 11 375 408 - 3 322 350 - 3 281 306 - 2 250 272 - 2 225 245 - 2 204 222 - 2 187 204 j - 1 173 188 - 1 161 175 - 1 150 163 - 1 140 153 - 1 126 137 - 1 112 122 108 1 101 110 92 1 91 99 80 1 83 90 69 75 79 60 69 70 53 61 61 47 54 54 42 49 49 37 43 43 I 33 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. T 5 Total Load Non - now Snow 5% 125% 90 424 34 364 93 318 60 283 34 254 13 231 95 212 80 196 67 182 56 169 46 159 37 149 30 141 20 130 08 117 98 107 89 j 97 82 89 75 81 69 75 64 69 9 63 55 57 Deflect. Total Load Deflect. Non - Snow Snow L/240 115% 125% L/240 398 432 - 341 371 - 298 324 - 265 288 - 238 259 I - 217 236 - 199 216 - 183 199 - 170 185 - 159 173 - 149 162 - 140 152 - 132 144 - 125 136 - 119 129 - 112 122 - 88 102 111 - 78 931 101 - 68 86 1 93 - 61 79 86 - 54 73 1 79 - 48 67 73 65 44 63 68 58 This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP - Eastem Specifier Guide • 08'04)20; 9 240 261 1 - 10 216 235 - 11 196 213 - 12 180 196 - 13 166 180 - 14 145 158 135 15 126 137 111 16 111 121 92 17 98 101 78 18 86 86 66 19 74 74 56 20 63 63 48 21 55 55 42 22 48 48 36 23 42 42 32 24 25 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. Total Load Deflect. Non - Snow Snow S 115%) (125%) L/240 11 375 408 - 3 322 350 - 3 281 306 - 2 250 272 - 2 225 245 - 2 204 222 - 2 187 204 j - 1 173 188 - 1 161 175 - 1 150 163 - 1 140 153 - 1 126 137 - 1 112 122 108 1 101 110 92 1 91 99 80 1 83 90 69 75 79 60 69 70 53 61 61 47 54 54 42 49 49 37 43 43 I 33 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. T 5 Total Load Non - now Snow 5% 125% 90 424 34 364 93 318 60 283 34 254 13 231 95 212 80 196 67 182 56 169 46 159 37 149 30 141 20 130 08 117 98 107 89 j 97 82 89 75 81 69 75 64 69 9 63 55 57 Deflect. Total Load Deflect. Non - Snow Snow L/240 115% 125% L/240 398 432 - 341 371 - 298 324 - 265 288 - 238 259 I - 217 236 - 199 216 - 183 199 - 170 185 - 159 173 - 149 162 - 140 152 - 132 144 - 125 136 - 119 129 - 112 122 - 88 102 111 - 78 931 101 - 68 86 1 93 - 61 79 86 - 54 73 1 79 - 48 67 73 65 44 63 68 58 This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP - Eastem Specifier Guide • 08'04)20; 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. Total Load Deflect. Non - Snow Snow S 115%) (125%) L/240 11 375 408 - 3 322 350 - 3 281 306 - 2 250 272 - 2 225 245 - 2 204 222 - 2 187 204 j - 1 173 188 - 1 161 175 - 1 150 163 - 1 140 153 - 1 126 137 - 1 112 122 108 1 101 110 92 1 91 99 80 1 83 90 69 75 79 60 69 70 53 61 61 47 54 54 42 49 49 37 43 43 I 33 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. T 5 Total Load Non - now Snow 5% 125% 90 424 34 364 93 318 60 283 34 254 13 231 95 212 80 196 67 182 56 169 46 159 37 149 30 141 20 130 08 117 98 107 89 j 97 82 89 75 81 69 75 64 69 9 63 55 57 Deflect. Total Load Deflect. Non - Snow Snow L/240 115% 125% L/240 398 432 - 341 371 - 298 324 - 265 288 - 238 259 I - 217 236 - 199 216 - 183 199 - 170 185 - 159 173 - 149 162 - 140 152 - 132 144 - 125 136 - 119 129 - 112 122 - 88 102 111 - 78 931 101 - 68 86 1 93 - 61 79 86 - 54 73 1 79 - 48 67 73 65 44 63 68 58 This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP - Eastem Specifier Guide • 08'04)20; Roof Load Tables Allowable Uniform Roof Load tiro pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 2'/16" Flange Width 9'/2" BCI® 6500s 1.8 117/a" BCI® 6500s 1.8 14" BCI° 6500s 1.8 16" BCI' 6500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Length Non- Snow Snow 1150%1250%L/240 Non- Snow Snow 115% 125% L/240 Non- Snow Snow 115% 1251% L/240 Non - Snow Snow 115% 125% L/240 6 360 392 375 j 408 1 390 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 1 188 180 196 183 199 14 154 168 147 161 175 167 182 170 185 15 140 152 121 150 163 156 169 159 173 16 123 132 101 140 1 153 146 159 149 162 17 109 111 85 132 144 137 149 140 152 18 94 94 72 125 135 118 130 141 132 144 19 80 80 61 112 122 101 123 134 125 136 20 69 69 53 101 110 87 117 127 119 129 21 60 60 46 91 99 76 108 118 113 123 22 52 52 40 83 1 87 66 99 107 96 108 118 23 46 46 35 76 76 58 90 98 84 103 112 24 41 41 31 67 67 51 83 90 74 95 103 25 60 60 45 76 83 66 87 95 26 53 53 40 71 77 59 81 88 79 27 47 47 36 65 69 53 75 81 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 51 39 60 66 52 31 46 46 35 57 62 47 32 42 42 32 53 56 43 33 50 51 39 34 47 47 43 43 36 35 33 e Cascade FAIR - East: rf 51;c:fier .--,ide • Off. S : 13 Roof Load Tables 23 Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 1 1 and 1 1 r Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI° 90s 2.0 Series 31/2" Flange Width 11'/8' BCl8 60s 2.0 14" BCI®60s 2.0 16" BCI® 60s 2.0 11%8" BCI® 90s 2.0 14" BCI' 90s 2.0 16" BC11 90s 2.0 Total Load Deflect. Total Load Deflect, Total Load Nfled. Load Deflect, Total Load Deflect. Total Load Deflect. Span Length Non- Snow Snow 1. 115 o -Q I No Non- Snow Snow miso/)0 Non- Snow Snow 0 0 ToW Non- Snow Snow 0 0 Non- Non - Snow Snow Snow Snow 0 o o 0 6 413 449 413 449 413 449 507 551 - 434 472 - 510 555 - 51144 559 - 441 479 - 385 419 - 7 354 1 385 354 385 354 385 437 383 476 4168309336309336309336380413 9 275 299 275 299 275 299 338 367 340 370 343 372 - 10 247 269 247 269 247 269 304 330 306 333 308 335 - 11 225 245 225 245 225 245 276 300 278 302 280 305 - 12 206 224 206 224 206 224 253 275 255 277 257 279 - 13 190 207 190 207 190 207 234 254 235 256 237 258 - 14 177 192 177 192 177 192 217 236 218 238 220 239 15 165 179 165 179 165 179 202 220 204 222 205 223 16 154 168 154 168 154 168 190 206 191 208 192 209 17 145 158 145 158 145 158 178 194 180 196 181 197 - 18 137 149 137 149 137 149 169 183 170 185 171 186 - 19 130 141 123 130 141 130 141 160 174 161 175 162 176 - 20 123 134 106 123 134 123 134 152 165 153 166 154 167 - 21 118 121 92 118 128 118 128 144 157 134 145 158 147 159 - 22 106 106 81 112 122 112 122 138 150 118 139 151 140 152 - 23 93 93 71 107 117 103 107 117 132 136 104 133 144 134 145 - 24 82 82 63 103 112 91 103 112 120 120 92 127 138 1 128 139 - 25 73 73 56 99 106 81 99 107 107 107 82 122 133 117 123 134 - 26 65 65 50 94 94 72 95 103 96 96 73 117 128 104 118 129 - 27 58 58 44 85 85 65 91 99 87 86 86 65 113 123 94 114 124 - 28 52 52 40 76 76 58 88 96 78 77 77 59 109 110 84 110 119 29 47 47 36 69 69 52 85 92 71 70 70 63 63 53 100 100 76 106 115 102 102 111 93 99 108 85 96 101 77 30 43 43 32 62 62 47 82 84 64 48 91 91 69 31 56 56 43 76 76 58 57 57 44 82 82 63 32 51 51 39 69 69 53 52 52 48 48 40 75 1 75 57 33 1 47 47 36 63 63 48 36 69 69 52 92 92 71 34 43 43 33 58 58 44 44 44 33 63 63 48 85 85 65 35 1 1 1 1 1 53 1 53 41 40 40 31 58 58 44 78 78 59 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. 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 CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI° Design Properties DCr4 Joist Series Depth inches] Weight plf] Moment ft-Ibs] El x 106 lb-in2] K x 106 Ibs] Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 3'/" Bearing 5'/" Bearing No WS') WS 1 No WSM WSM 1'/ s" Bearing 3'/" Bearing I No WSI WS(2) No WSM WSM 4500s 9' h 11'/ 2. 1 2. 4 2360 3025 155 260 5 6 1475_ 1625 950 1125 1125 1275 2100 2350 2525 2750 2250 2850 2525 3000 9501425142514751. 8 14 2.7 3585 380 8 1825 950 1525 1450 1725 2350 3050 2525 3200 16 3.0 4090 515 9 1975 950 1625 1 1475 1975 2400 3200 2525 3350 5000s 9'/ 2 2.3 2725 175 5 1475 1625 950 950 1125 1425 1 1125 1 1425 1275 1475 2100 2350 2525 2750 2250 2850 2525 3000 11% 2.6 3485 295 6 1. 8 14 16 2. 9 1 3.1 4130 4715 430 580 8 9 1825 950 1525 1475 1725 2350 3050 2525 3200 2400 3200 2525 3350 19759501625150019759'/ 2 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11% 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 9'/ z 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6500s 11'/ 3.0 4495 365 7 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.3 5330 535 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.5 6085 720 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 3. 2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 60s11% 2. 0 014 16 3. 5 7440 660 895 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 3. 8 8520 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 11'/ 4.3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 4350 90S 2. 0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 16 4.9 13050 1330 9 2550 1475 2150 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 _ 5wP + WP 384 EI K 0 = deflection [in] w = uniform load [lb/in] I = clear span [in] EI = bending stiffness [lb -in'] 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 inches End of Joist inches 8d Box (0.113"0 x 2.5") 2 2 2 2 3 1'/ z 4 1'/2 8d Common 0.131'e x 2.5' 1 %z 4 3 10d & 12d Box 0.128'e x 3', 3,25' 1 %z 4 3 16d Box 0.135'o x 3.5" 1% 4 3 10d & 12d Common & 16d Sinker (0.148"e x 3", 3.25") 16d Common 0.162"0 x 3.5" 2 6 6 4 4 32BCI0 Dianhraom Table (1) Diaphragm Capacity(2)M [lb/ft] BCISeriesUnblocked Blocked 4500s, 5000s As permitted for 2x framing 320 Ib/ft for 6" o.c. nailing @ panel edges 425 Ib/ft for 4" o.c. nailing, staggered, @ panel edges inbuildingcode6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges 480 Ib/ft for 4" o.c. nailing, staggered @ panel edges inbuildingcode60s, 90s As permitted for 3x framing As permitted for 3x framing in building code with nail in building code I 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. Boise Cascade Rimboard Boise Cascade Rimboard Product Profiles 1 9' /2" 117/e" 1411 1611 I' 1 ", 11/s" 1 tr 15/,s" 13/4rr BC RIM BC RIM VERSA -LAMS' VERSA -LAM® BOARD® OSB BOARD* 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. a Perpendicular See chart for vertical load capacity. f' Min. 8d nails at 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. Parallel See chart for vertical load capacity. 0 dia through boles (ASTM A307 Crades A&B, SAE Exterior Wall Sheathing J429 Grades 1 or 2, or higher with washers and nuts) Max. u/-" thickness or S4" dia lag screws (full penetration), staggered BCI"/AJS' Joists Min. connection for 40/10 psf deck loading Perpendlcularor Deckloist Length Connection parallel to rim 12'0" & less 2 rows'h" bolt or lag screw, 24" o.c. 300 If max. 12'd"-18'-0" 2 rows W bolt or lag screw, 16" o.c. (450 pfF max.) Note: For snow loads greater than 40 psf, and/or dead loads greater than 10 psf, size connection per max pB values shown above. q%o Treated Ledger - Use ony fasteners that are approved for use with corresponding wood treatment. B01SE CASCADE® Rimboard Notes: 1 Design of moisture control by others (only structural components shown above). For information on deck lateral load connections to meet the 2009/2012 IRC, contact Boise Cascade EWP Engineering. Min. Sd nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescriptive record's specification for shear transfer. Residential Wood Deck Construction Guide. Boise Cascade Rimboard Properties Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain Product plf [lb]Ib/ft] Ibrtn Ibfin2 Ib/in2 Ibrin2 1" BC RIM BOARD®(2) 1" BC RIM BOARD® OSB () 3300 3500 180 Limited span capabilities, see note 2 11f8" BC RIM BOARD® OSB (2) 4400 3500 180 Limited span capabilities, see note 2 Vhs" VERSA -LAM" 1.4 1800 (1) 6000 4450 Permitted per building code for all nominal 1800 1,400,000 225 525 2" thick framing floor diaphragms 1a/4' VERSA-LAM®2.0 3100 (1) 5700 4300 Permitted per building code for all nominal 2" thick framing floor diaphragms 3100 2,000,000 285 750 Closest Allowable Nail Spacing - Narrow Face [in) Product 1" BC RIM BOARD® (2) 1" BC RIM BOARD" OSB (2) 1%B" BC RIM BOARD®OSB rn 1511e"VERSA-LAM 1.418000) 13/4" VERSA -LAME' 2.031000) 8d Box (0.113'o x 2.5") 3 3 3 3 8d Common (0.131'o x 2.5") 3 3 See publication in note 2 for further nailing information. 3 3 10d & 12d Box (0.128'o x 3", 3.251) 3 3 16d Box (0.135"e x IT) 3 3 10d & 12d Common & 16d Sinker (0.148'o x 3'. 3.25"1_ 4 4 16d Common (0.162"e x 3.5") 1 6 1 6 Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS W345K for further product information. 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 - LAM" beams as shown on the drawings, herein specified and necessary to com- plete the work. Materials: Southern Pine or Douglas fir veneers, laminated in a press with all grain parallel with the length of the member. Glues used in lamination are phenol formaldehyde and isocyanate exterior -type adhesives which comply with ASTM D2559. Design: VERSA -LAM® beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allow- able values developed in accordance with ASTM D5456 and listed in the governing code evaluation service's report and section properties based upon standard engineering principles. Verification of design of the VERSA -LAMS 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-LAMr' 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° Beams Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. 3. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: Beam Depth Max. Hole Diameter 5'/2' 3/ 7'/4" 1" 9'/4" and greater 2" SeeNote 3 17 3 Depth O O '/3 Depth 11 3 Depth y '/3 Span '/3 Span __V_ 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 Specification3 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. VERSA -LAM° Beam Details 2 Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrier and lateral restraint at bearing. 2" air space required Strap per code if top plate is not continuous over header. Verify hanger capacity withhangery between manufacturer VERSA -LAM" concrete column and wood. Column connector per design Trimmers G0 profession a l of record Slope seat cut Bevel cut Beam to concrete/masonry walls Bearing framing into wall Wood top plate must be flush I 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 I • concrete andorBCCALCgsoftwareanalysis. wood VERSA -LAM' Installation Notes Minimum of %" air space between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. VERSA -LAM' beams are intended for interior applications only and should be kept as dry as possible during construction. Continuous lateral support of top of beam shall be provided (side or top bearing framing). Multiple Member Connectors Side -Loaded Applications Maximum Uniform Side Load [plf] Nailed (') Dia. Through Bolt (' Dia. Through Bolt(') Number 2 rows 16d of Sinkers @Members12" o.c. 3 rows 16d Sinkers @ 12" o.c. 2 rows @ 24" o.c. staggered 2 rows @ 12" staggered 2 rows 6" o.c. staggered 2 rows @ 24" o.c. staciaered 2 rows @ 12" o.c. staggered 2 rows @ 6" o.c. staggered 1%" VERSA -LAM® (Depths of 18" and less) 2 1 470 705 505 1010 2020 560 1 1120 2245 312 350 525 375 755 1515 420 1 840 1685 401 use bolt schedule 335 670 1345 370 745 1495 3'/2' VERSA -LAM® 2(3) use bolt schedule 855 1 1715 1 N/A 1125 2250 1 N/A I%" VERSA-LAMm (Depths of 24") Number Nailed (') Dia. Through BolV) Dia. Through BolV) of Members 3 rows 16d Sinkers @ 12" o.c. 4 rows 16d Sinkers @ 12" o.c. 3 rows @ 24" o.c. 8" staggered 3 rows @ 18" o.c. 6" staggered 3 rows @ 12" o.c. 4" staggered 3 rows @ 24" o.c. B" staggered 3 rows @ 18" o.c. 6" staggered 3 rows @ 12" o.c. 4" sta ered 2 705 940 755 1010 1515 840 1120 1685 3(2) 525 705 565 755 1135 630 840 1260 4 r4r use bolt schedule 505 670 1010 560 745 1120 1. Design values applyy to common bolts that conform fo ANSIIASME standard 818.21-1981 (ASTM A307 Grades A&B, SAE J42 Grades 1 or 2, 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 'A" bolts and 2Y," for %" bolts. Bolt holes shall be the same diameter as the bolt. 2. The nail schedules shown apply to both sides of a 3-member beam. 3. 16d box nails = 0.135' diameter x 3.5" length, 16d sinker nails = 0,148" diameter x 3.25" length. 4. 7" wide beams must be top -loaded or loaded from both sides (lesser side shall be no less than 5% of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing m ax mum Uniform Load From One Side Depths 113/V & less 2 rows 16d box/sinker nails @ 12" o.c. 400 plf 2) 13/4" plies Depths 14" - 18" 3 rows 16d box/sinker nails @ 12" o.c. 600 plf Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 800 pit Depths 11%" & less 2 rows 16d box/sinker nails @ 12" o.c. 300 plf 3) 1'/."" plies "I Depths 14" - 18" 3 rows 16d box/sinker nails @ 12" o.c. 450 plf Depth = 24" 1 4 rows 16d box/sinker nails @ 12" o.c. 600 plf Depths 18" & less 2 rows %" bolts @ 24" o.c., staggered 335 plf 4) 1'/0 plies Depth = 24" 3 rows W bolts @ 24" o.c., staggered eve 8" 505 Of Depths 18" & less 2 rows %" bolts @ 24" o.c., staggered 855 pif 2) 3%" plies Depth 20" - 24" 3 rows h" bolts @ 24" o.c., staggered every 8" 1285 plf 1. The nail schedules shown apply to both sides of a 3-member beam. 2. 16d box nails = 0.135' diameter x 3.5" length, 16d sinker nails = 0,148" diameter x 3.25" length. 3. Beams wider than 7" must be designed by the engineer of record. 4. All values in these tables may be increased by 15 % for snow -load roofs and by 25%for non -snow load roofs where the building code allows. 5. Use allowable load tables or BC CALC" software to size beams. 6. An equivalent specific gravity of 0.5 may be usedwhen designing specific connections with VERSA - LAM . 7. Connection values are based upon the 2012 NDS, 8. FastenMaster TrussLok, Simpson Strong - Tie SD W or SDS, and USP WS screws may also be used to connect multiple member VERSA - LAM' beams contact Boise Cascade EP Engineering for further information. Designing Connections for Multiple VERSA -LAM° Members When using multiple ply VERSA -LAM` beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load - carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple -ply VERSA - LAM" floor beam. Given. Beam shown below is supporting residential floor load 40 psf live load. 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14". _ in Find: A multiple 13/," 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 CALCv' to size beam. A Triple VERSA -LAM 2.0 3100 13/4" x 14" is found to adequately support the design loads 3. Calculate the maximum pif load from one side the right side in this case). Max Side Load = (18' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 13/4" VERSA -LAM®, 3 members. 5. The proper connection schedule must have a capacity greater than the max. side load: Nailed- 3 rows 16d sinkers @ 12" o.c: 525 plf is greater than 450 plf OK Bolts: I/' diameter 2 rows @ 12" staggered: 755 plf is greater than 450 pif OK VERSA-LAM'I Floor Load Tables VERSA -LAM` 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Reouired Bearino Lenoth at End / Intermediate Supports linchesl Span 1 " VERSA -LAM 2.0 3100 71/4" Double Ply 1%" VERSA-LAM°2.0 3100 or 3'%" VERSA -LAM 2.0 3100 9'/i' 11% 14" 16" 18" 24" 91/21' Triple Ply 1'/." VERSA -LAM° 2.0 3100 or 5'/." VERSA -LAM 2.0 3100 11'/." 14" 16" 18" 20" 24" Quadruple Ply 13/V VERSA -LAM" 2.0 3100 or 7" VERSA -LAM 2.0 3100 1N." 14" 16" 18" 20" 24" 7Y." 9'/2" 11Y." 14" 6 763 1063 1424 1795 762 J - - - 1.814.4 2.416.1 3.318.2 4.1/10.3 1525 1525 1.814A 2126 2849 35W 4387 5232 5226 2.4/6.1 3.3/8.2 4.1/10.3 5/12.6 6115 6/15 3189 4273 5384 6580 7848 7845 7838 2.4/6.1 3.3/8.2 4.1/10.3 5/12.6 6/15 6115 6/15 5697 7179 8773 10463 10459 10451 3.318.2 4.1/10.3 5/12.6 6/15 6/15 6/15 8 479 322 1.513.7 746 979 724 - 2.315.7 317.5 1207 3.7/9.3 957 1492 643 1447 1.513.7 2.3/5.7 1957 2414 2886 3402 3913 317.5 3.7/9.3 4.4111.1 5.2/13 6115 2237 2936 3622 4328 5103 5876 5870 3914 3/7.5 4829 5771 6803 7834 3.7/9.3 4.4111.1 5.2/13 6/15 7826 6/15 2171 - - - 2.3!5.7 317.5 3.7/9.3 4.4111.1 5.2113 6/15 6/15 10 243 551 745 909 165 370 724 - 1.5/3 2.1/5.3 2.9/7.1 3.5/8.7 487 1102 1489 1817 2148 2502 3126 329 741 1447 - - - 1.5/3 2.1/5.3 2.9/7.1 3.518.74.1110.34.8/12 6/15 1653 2234 2726 3222 3753 4322 4688 1111 2171 - - - 2.115.3 2.917.1 3.5/8.74.1/10.34.81125.5/13.8 6/15 2978 3635 4296 5003 5763 2894 - - 2.9/7.1 3.5/8.7 4,1110.3 4.8112 5.5/13.86/15 6251 11 182 124 1.513 413 665 278 544 1.7/4.4 2.8/7 808 3.4/8.5 364 247 1.513 825 557 1.7/4.4 1330 1617 1904 2209 2839 1087 2.8/7 3.418.5 4/10.1 4.7/11.7 6/15 1238 835 1.7/4.4 1995 2425 2856 3313 3800 4259 1631 F - j - - 2.8/7 3.4/8.5 4110.1 4.7111.75.4113. 6115 2659 2175 2.817 3233 3807 4417 5067 3.4/8.5 4110.1 4.7111.75.4/13.4 5679 6115 12 139 317 585 728 95 I 214 419 686 1.513 j 1-.513.7 2.716.8 3.418.4 279 191 1.5/3 634 429 1.513.7 1170 1456 1709 1977 2601 837 1372 - - - 2.7/6.8 3.418.4 3.919.9 4.6/11.4 6115 950 643 1.513.7 1755 2184 2564 2965 3390 39M 1256 2C58 - 2.7/6.8 3.418.4 3.919.9j4 113 6/15 2340 2912 3418 3953 4519 5201 1675 2745 3.9/9.9 4.6111. 2.7/6.8 3,418.4 5.2113 6115 13 109 75 1.5/3 248 488 169 329 1.5/3.1 2.416.1 662 540 3.318.3 217 150 1.513 496 976 1324 1550 1789 2399 337 659 1079 - - - 1.513.1 2.416.1 3.3/8.3 3.919.74.5111.2 6115 744 1464 1986 2326 506 988 1619 1.5/3.1 2.4/6.1 3.318.3 3.9/9.7 2683 1 3059 3598 1952 2647 3101 3577 4078 4797 511IU5.1/12.7 6/15 1317 2159 3.9/9.74.5111.25.1112.7 6/152.4/6.1 3.3/8.3 14 86 60 1.5/3 198 135 1.5/3 390 585 264 432 2.115.3 3.217.9 173 120 1.5/3 395 270 1.513 779 1171 1 1418 527 864 1290 2.115.3 3.217.9 3.8/9.61 1633 2226 4A/11 6/15 593 405 1.5/3 1169 1756 2128 791 1296 1935 2.115.3 3.2/7.9 3.819.614A111 2449 2786 3338 1558 2342 2837 3265 3715 2580 4.4111 5/12.5 4451 6/155/12.5 6/15 1055 1728 2.115.3 3.217.9I3.8/9.6 15 70 49 1.5/3 160 110 1.513 316 509 214 351 1.814.6 2,917.4 139 98 1.5/3 320 220 1.513 631 1018 1307 1502 2076 429 703 1049 1493 - 1.814.6 2.917.4 3.8/9.54.3/10.9 6/15 479 329 1.5/3 947 1527 1960 643 1054 , 1573 1.814.6 2.917.413.8195 2253 2558 3113 2240 - - 143/ 0.94.9112.3 6115 1262 2036 2614 1 3003 3410 4151 2098 2987- - 3.8/9.54.3/10.94.9112.3 6/15 858 1405 1.814.6 2.917.4 16 57 40 1.5/3 131 90 1.5/3 259 427 177 289 1.6/4 2.6/6.6 113 80 1.5/3 262 518 854 181 353 5797 1.5/3 1.6/4 2.6/6.6 1151 1390 1944 393 271 1.513 777 1281 1 1727 530 868 1296 1.6/4 2.6/6.6 3.6/8.914.3/10.74.9/12.2 1 2085 2364 2917 1036 1708 2303 2780 3151 707 1158 1728 2461 - 1.6/4 2.6/6.6 3.6/8.94.3t10.74.9/12. 38M 864 1230 - 3.6/8.94.3/10.7 6115 1846 6/15 6115 17 108 75 1.513 215 355 147 241 1.513.6 2.315.9 93 67 1.513 217 151 1.513 430 j 710 1018 1274 1826 295 483 720 1026 1.513.6 2.3/5.9 3.3!8.44.2/10.5 6/15 325 226 1.513 645 1065 1527 1911 2196 2739 442 724 1081 1539 2111 1.5/3.6 2.315.9 3.3/8.44.2/10.54.8/12 6/15 860 589 1.5/3.6 1420 2036 2547 2929 965 1441 2052 2814 2.315.9 3.318.44.2/10.54.8/12 3652 6/15 18 90 64 1.513 180 298 124 203 1.513.2 2.1/5.2 77 56 1.5/3 181 360 596 1 894 1134 1701 127 248 407 607 864 1.513 1.5/3.2 2.115.2 3.1/7.8 4/9.9 5.9114. 271 191 1.5/3 540 j 894 1341 372610 910 1.5/3.2 2.1/5.2 3.1/7.81 1701 1 2051 2552 7201 1191 1788 2268 2735 496 813 1214 1728 2371 1.5/3.2 2.115.213.117.8 4/9.9 4.8ill.95.91141 3402 1296 1778 - 4/9.9 4.8111.95.91'14. 19 76 54 1.5/3 152 105 1.513 252 173 1.914.7 65 48 1.5/3 152 108 1.513 304 504 758 1016 1592 211 346 516 735 1.5/3 1.914,7 2.817 3.7/9.45.8/14. 229 162 1.5/3 457 757 1137 316 519 774 1.513 1.914.7 2.8/7 1524 1863 2388 609 422 1.5/3 1009 1516 2032 2484 1 3184 691 11032 1470 2016 1.914.7 2.8/7 3.719.44.6/11.45.8/14. 1102 1 1512 3.719.44.6111.45.8114. 20 65 46 1.5!3 130 90 1.513 215 148 1.7/4.2 54 41 1.5/3 129 93 1.5/3 259 430 647 915 1496 181 296 442 630 1493 1.513 1.7/4.2 2.5/6.3 3.6/8.9 5.8/14. 194 139 1.5!3 389 646 971 271 445 664 1.5/3 1.7/4.2 2.5/6.3318.9 1373 1678 2243 1 945 1296 2240 4.3/10.85.8/14 519 362 1.5/3 86611 12 95 1830 2237 2991 593 -_ ao5 1260 1728 2987 1.7/4.2 2.5/6.3 3.618.9 .3/10.85.8114. 22 96 68 1.5/3 160 111 1.5/3.5 95 70 1.513 192 320 482 692 1304 136 1 223 332 473 1122 1.513 1,513.5 2.1/5.2 3/7.4 5.6!13. 142 104 1.5/3 288 480 724 1038 1382 1956 204 334 499 710 974 1683 1.513 1.5/3.5 2.1/5.2 3/7.4 3.9/9.95.6/13. 384 27_2 1.5/3 640 965 1383 1842 2608 445 665 947 1299 2244 1.5/3.5 2.1/5.2 3/7.4 3.919.95.6/13. 24 72 52 1.5/3 122 86 1.513 71 54 1.513 145 243 368 529 1092 105 1 172 256 365 864 1.5/3 ~1.5/3 1.814.4 2.516.3 5.1112. 106 80 1.5/3 217 365 552 793 1095 1638 157 257 384 547 750 1296 1.513 1.5/3 1.814.4 3.4/8.6 5.1/12. 290 209 1.5/3 486 343 1.513 736 1057 1460 2184 512 729 1000 1728 1.814.4 2.516.3 3.418.6 5.1/12. 26 56 41 1.513 94 67 1.513 54 42 1.513 111 188 286 412 927 82 1 135 201 287 680 1.513 1.5/3 1.513.7 2.1/5.34.7111. 80 63 1.5/3 167 282 429 124 202 302 1.5/3 1.5/3 1.513.7 618 855_ 1390 430 590 1 1020 223 165 1.5/3 376_ 572 824 1139 270 1 403 574 787 1.5/3 1513.7 2.1/5.3 2.917.34.7/11. 1853_ 1359 2.115.3 2.917.34.7/11. 28 74 54 1.513 87 148 226 326 792 66 108 161 230 544 1.513 J 1.5/3 1.5/3.2 1.8/4.64.4110. 61 51 1.513 130 222 338 489 678 1 1188 99 162 242 344 472 816 1.5/3 1.5/3 1.5/3.2 1.814.6 2.5/6.3 4.4110.4 174 132 1.5/3 296 451 652 904 1584 216 1 322 459 630 1088 1.5/3 1.5/3.2 1.814.6 2.516.34.4/10. 30 59 44 1.5/3 68 ] 118 180 262 639 54 88 131 187 442 1.5/3 1.5/3 1.513 1.614 3.819.5 102 I 176 271 393 546 959 80 132 197 280 384 664 1.513 1.513 1.513 1.614 2.2/5.5 3.819.5 137 107 1.513 235 361 523 728 1279 176 262 373 512 885 1.513 1 1.513 1.614 2.215.5 3.819.5 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 limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-pty, 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 -LAM° Roof Load Tables VERSA -LAM° 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearina Lenath at End / Intermediate Su000rts rinchesl Span ft] 1'/" VERSA -LAM® 2.0 3100 7%" Double Ply tIRSA-LAM2 0 3?003100 or 4 9%z" 117/e" 14" 16" 18" 24" 1 9%" Triple ly 1VERSA-LAM 2.0 3100100 or 11%" 14" 16" 71r 20" 24" Quadruple Ply 1R'/SAVEERRSMA-LAMO2.0 3100 or VE _. 11%" 14" 16" 18" 20" 24" T/." 9%z" 11'/e" 14' 878 1223 1639 2065 2/5 2.817 '3.8/9.44.7/11.8 1755 215 2446 3278 2.8/7 3.819.4 4130 5047 5232 7111.85.8114.9 6115 5226 6115 3669 4917 6195 7570 7848 7845 6/15 1 6/15 7838 6/15 6556 8260 3.8/9.4 .7/11. 10094 10463 10459 10451 2.817 '3.8/9.44.7111.85.8/14.5 8/14. 6115 6/15 6/15 8 598 858 482 - 1.8/4.8 2.616.6 1126 1389 3.5 8.6 4.3 / I O.E 1 1197 965 1.8/4.6 1717 2252 1 2779 3321 3915 2.6/6.6 3.5/8.64.3/1o.65.1112.7 6/15 3913 6/15 2575 2.6/6.6 3379 4168 4981 5872 5876 3.5/8.64.3/10.65.1/12.7 6115 6115 5870 6/15 4505 1 5558 6642 7829 7834 782E 6/15 6115 6/153.5/8.64.3/10.65.1/12 10 326 637 857 104E 556 - - 2.4/6.1 3.3/8.2, 4/10 651 494 1.513.1 1274 1714 1111 - 2.416.1 3.3/8.2 2092 2472 2880 4110 4.7/11. .5/13. 3126 8/15 1912 2571 3138 3709 4320 4695 1667 - - - - 2.4I6.1 3.318.2 4110 4.7/11.95.5113.8 6/15 4688 6/15 3429 4184 4945 5759 6259 6251 3.3/8.2 4/10 .7111.95.5113.8 6115 6/15 247 1.5/3,1 11 244 526 765 931 186 , 418 - 1.5/3 2.2/5.6 3.218.1 3.9/9.8 487 1052 1531 1861 2192 371 8M - 1.5/3 21/5.6 3.2/6.1 3.9/9.84 /11.6j5.4/13.4 2543 28X 1577 2296 2792 3288 3814 4265 1253 22/5.6 32/8.1 3191%84.6/11.65.4113.4 6115 4259 6115 3062 3723 4383 5085 5687 5679 6115 6/15W1532/8.1 3.9/9.84.6/11.65.4/13. 12 187 143 1.5/3 424 322 674 838 628 - 3.1/7.8 3.9/9.7 374 286 1.5/3 848 1347 1676 1968 2276 2601 643 1256 - - - 214.9 3.117.8 3.9/9.7 4.5111.35.2/13.1 6115 1272 2021 2514 2952 3414 3903 965 1884 214.9 3.117.8 3.919.7 4.5/11.35.2113.1 6/15 3901 2694 3353 3936 4552 5203 5201 2512 6115 3,117.8 3.9l9.7 4.SJ11. 5.2/13. 6/15 6/ 55 13 146 332 573 762 112 253 494 1 1.513 1.7/4.2 2,9172 3.819.5 292 225 1.513 665 1146 1524 1785 2060 2399 506 988 - 1.714.2 2.9/7.2 3.8/9.5 4.5/11.25.1/12.9 6115 997 1719 2287 2678 3089 3522 3598 1482 2.9/7.2 3.8/9.5 4.5/11.25.1/1295.9/14.7 6/15 2292 3049 3571 4119 4696 14797 759 197E 29/ 22 3.819.5 4.5/11.25.1/12.95.9114.7 6/151.7/42 14 116 265 493 674 233 180 t5/3 530 987 1349 1634 405 791 1296 - 1.5/3.6 2.7/6.7 3.619.1 4.4111 1880 2226 796 1480 1 2023 2450 2821 j 3208 1 1944 - - - 6/9.1 4.4111 5.1/12.75.8114.4 3338 6115 1973 1 2697 3267 3761 4278 1582 12593 2.7/6.7-T3-.619.1 4.4/11 5.1/12.7.8/14.4 1 4451 8115 90 203 '496 648 1.5/3 1.5/3.6 2.7/6.7 3.6/9.1 608 1187 1/12. 6/15 1.513.6 2.7/6.7 15 94 215 423 586 188 146 1,513 429 846 329 643 1.513.1 2.516.1 1173 1505 1054 3.418.54.3/10. 1730 2076 644 1268 1759 2258 2595 2946 3113 5/12.55.7114.2 6/15 1691 2346 3011 3459 3928 4151 128E 2108 7-516.1 3.418.54.3110.95112.55.7/14.2 6/15 73 165 322 527 1.5/3 1.513.1 2.5/6.1 3.418.5 494 965 1581 1.513.1 2.5/6.1 3.41&54.3110. 5/12.5 6/15 16 77 176 347 515 153 121 1.5/3 352 695 27530 1. 513 2.2/5.4 1029 1327 1601 868 129E 3. 2/7.94.1/10.24.9/12. 1944 528 1042 1544 1990 2402 2723 2917 1389 2058 2653 3202 3630 3889 5. 6/14 6/15 60 136 285 434 1. 513 1.5/3 2.215.4 3.217.9 407 795 1303 1944 1. 513 2.2/5.4 3.2/7.94.1/10 1060 1737 2593 2. 215,4 3.2/7.94.1/10.24.9112.3 61159/12.3 5.6/14 6/15 17 63 50 1. 5/3 146 113 1. 5/3 289 45 221 362 1. 9/4.8 317.5 127 101 1. 5/3 292 577 910 1173 1468 226 ` 442 724 1081 1. 5/3 j 1.9/4.8 317.5 &9/9.6 4.8112 1829 6/ 15 438 339 1. 513 866 1365 1760 2201 663 1086 1621 1. 914.8 3/7.5 3.919.6 4.8/12' 2531 2743 1154 1820 234E 8 - - 2935 3374 3657 884 1448 2161 1. 9/4.8 3/7.5 3.9/9.614.8/12 5.5/13.8 6/15 5/13.8 6/15 18 53 122 242 399 106 85 1. 5/3 244 191 1 1.5/3 484 799 1045 1307 1726 372 I 610 910 1296 - 1. 714.3 2.8/7 3.619.14,5/11.4 6115 367 286 1. 5/3 726 1198 156677 19661 2364 2588 58 915 5136E1944 - 1.7/ 4.3 2.8/7 3.6/9.14.5/11.45.5/13.7 6115 968 1598 2089 1 2614 3151 744 1220 1821 2593 1.7/ 4.3 2.8/7 3.6/9.14.5/11.45.5/13, 1 3451 42 95 186 306 1.513 1.513 1.7/4.3 2.817 6/15 19 103 81 1. 5/ 3 205 339 158 259 1.5/ 3.8 2.516.3 89 72 1 206 r162 1. 5/ 3 410 316 1. 5/ 3.8 677 936 1171 1634 519 774 1102 - 2.516. 3 3.4/8.6 4.3/10.8 6/15 310 243 1. 5/ 3 615 1016 1404 1757 2147 2450 475 778 1161 1653 - j - 1.5/ 3.8 2.5/6.3 3.4/8.6 4.3/10.85.3/13.1 15M 820 1354 1872 2342 2862 13267 633 1037 1548 2204 1.513. 8 2.5/6.3 3.4/8.6 4.3110.85.3/13.1 6/15 1.5/3 20 88 69 1. 5/ 3 175 289 136 222 1.513. 4 2.315.6 75 62 1. 513 176 139 1. 5/ 3 350 271 1. 5/ 3.4 579 843 1055 445 664 945 2.315. 6 3.3/8.24.1/10. 1551 6115 263 208 1. 5/ 3 525 868 1265 1583 1934 407 667 996 1418 - 1.5/ 3.4 2.3/5.6 3.318.24.1110.2 5/12.5 2326 6115 699 1157 1686 2110 2579 3101 543 889 1327 1890 - 1.513. 4 2.315.E 3.3/8.24.1/10.2 5/12.5 6/15 22 65 52 1. 513 130 216 102 167 1.5/ 3 1.9/4.7 54 46 1. 5/ 3 130 104 1. 513 260 204 1. 513 431 649 869 334 499 710 1.914. 7 2.8/7 3.7/9.3 1407 194 157 1. 5/ 3 390 647 973 1303 1593 2111 306 501 748 1065 1461 - 1.5/ 3 1.9/4.7 2.8/7 3.7/9.34.5/11.3 6/15 520 862 i297 1738 2124 2815 408 668 997 1420 1948 - 1.5/ 3 1.914.7 2.8/7 3.719.34.5111.3 6115 6115 2499 164 79 129 1.5/ 3 1.6/3.9 98 80 1. 5/ 3 197 157 1. 513 329 496 711 1259 257 384 547 1.613. 9 2.3/5.9 3.3/3/8.35.9114. 146 121 1. 5/ 3 296 493 744 1066 1334 1889 236 386 576 820 1125 1.513 1.6/3.9 2.315.9 &3/8.34.2/10.45.9114. 395 658 992 1422 1779 2518 314 515 768 1094 1500 t5/3' 1.613.9 2.3/5.9 3.3/8.3 4.2 /10.45.9/14.-1 26 76 62 1. 513 128 75 63 1 1. 513 153 124 1. 5/ 3 256 387 555 1 1069 202 302 430 1020 1.513. 3 2/5 2.8/7.1 5.4113 112 95 1. 513 229 383 580 1 833 1132 1604 185 304 453 645 885 1529 1.513 1.5/3.3 2/5 2.6/7.1 3.8/9.6 5.4i13. 305 511 773 1110 1510 2139 247 405 604 860 1180 2039 t513 1. 5/3.3 2/5 2.8/7.1 3.8/9.6 5.4113. 101 1. 513. 3 28 60 101 49 81 1.5/ 3 1.513 I 58 51 1. 5/ 3 120 99 1. 5/ 3 202 306 441 162 242 344 1.5/ 3 1.714.3 2.4/6.115/12,6 919 87 76 1. 5/ 3 180 303 459 661 148 243 363 517 1.5/ 3 1.5/3 1.7/4.3 2.4/6.1 914 1378 240 404 1 612 882 1 1219 1837 689 945 1633 2,416. 113.418.415/126 816 709 1224 198 1.5/ 3 324 484 1.5/ 3 1.7/4.3 3.4/8.4 5/12.6 30 81 95 80 1. 5/ 3 161 246 US 797 132 197 280 664 1.5/ 3 1.5/3.7 2.115.34.7111. 68 62 1. 513 143 242 369 533 738 1196 121 198 295 420 765 996l5.3 2.917.341M3--1. 1.513 1.5/3 1.5/3.7 2.1- 190 323 492 710 984 1594 161 263 393 j 560 768 1327 1.5/3 1.5/3 1,5/3.7 2.115.3 2.917.34.7111. 66 1.5/ 3 Total Load values are limited by shear, moment or deflection equal to LI180. Total Load values are the capacity of the beam in addition to its own weight Live Load values are limited by deflection equal to 1.1240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams- double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. VERSA -LAM° Roof Load Tables VERSA -LAM° 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span ft] 1'/."VERSA-LAM•2.0 3100 Double Ply 1'/1' VERSA-LAM®2.0 3100 or Triple Pl r 1%" VERSA -LAM' 2.0 3100 or 3W VERSA -LAM 2.0 3100 5/:'VERSA-LAM 2.0 3100 7%' 9'/2" 111N' I 14" 16" 18" 24" 9'/i' 11'/V 14" 1 16" 18" 20" 24" Quadruple Ply 1'/." VERSA-LAM®2.0 3100 or 7"VERSA-LAM 2.0 3100 7'/," 9Y2" 117N" 14" 11'/e" 14" 16" 18" 20" 24" 954 1330 1782 2245 1908 2660 3564 j 4491 5234 5232 5226 2.2/5.5 3.1/7.64.1110.25.1/12.9 6/15 6/15 6/15 3990 5346 673E 3.117.64.1/10.25.1/12.9 7851 7848 7845 7838 6/15 6/15 6/15 6115 7128 8981 10467 j 10463 1045910459 10451 1110.25.1/12.9 6/15 6/15 6/15 61152.2/5.513.1/7.64.1/10.Al/12. 8 640 933 1225 1511 482 1279 1867 2449 3022 3611 3919 3913 965 - - - 2/4.9 2.9/7.1 3.8/9.4 4.6111.65.5113.8 6115 6/15 2800 3674 4532 5417 5879 5876 5870 2.9/7.1 3.8/9.4 4.6/11.65.5/13.8 6/15 6/15 6/15 4899 6043 7222 7838 7834 7826 3.8/9.4 4.6/11.fi5.5/13. 6115 6115 6/152l4.9 2.917.1 3.819.4 4.6111. 10 326 693_ 932 1 1138 247 556 - - 1.513.1 2.716.6 3.618.94.4/10. 651 1386 1864 2275 2689 3132 3126 494 1111 j. l - - 1.5/3.1 2.7/6.6 3.6/894.4/10.95.2112.9 6115 6/1 2079 2797 3413 4033 4698 4695 4688 3729 4550 5378 6263 6259 6251 3.6/8.94.4/10.95.2/12.9 6/15 6/15 6115 1667 2,716.6 3.6/8.94.4/10. 5.2/12. 6115 6115 6115 11 244 552 833 1012 186 418 815 - 1.5/3 2.315.8 3.5/8.84.3/10. 487 1104 1665 2024 2384 2765 371 835 1631 1.513 23/5.8 3.51&- 8 4.3/10.7 5/12.6 5.8/14. 1 2839 1656 2498 3037 3576 4148 1 4265 4259 1253 2446 - i - 2.315.8 3.5/8.84.3110. 5/126 5.8114.6 6/15 6115 3330 4049 4767 5531 5687 5679 3262 1 3.5/8.84.3/10.7 5/12.6 5.8/14. 6/15 61156/15 12 187 424 733 912 443 322 628 - 1.5/3 2i4.9 3.418.44.2110. 374 848 1465 286 643 1256 1.5/3, 2/4.9 3.4/8.47i4.2/10.54.9/12.35.7/14. 1823 2141 2475 2601 1272 2198 2735 1 3211 3713 3907 1 3901 6/15 6/15 2931 3647 4281 4951L 2512 3.4/8.44.2110.54.9/12.35.7/14.3 5209 5201 6/15 6/15 965 1 1884 - 6/15 214.9 3.4/8.44.2110.4.9/12.35.7/14.3 13 146 332 623 829 112 253 494 810 1.5/3 1.7/4.2,3.1/7.84.1/10. 292 665 1247 1658 1942 2240 225 506 988 1619 1.5/3 1.7/4.2 3.1/7.84.1/10.44.8112.1 5.6114j 2399 997 1a70 2487 2913 1 3360 3604 3598 759 1482 2429 1 - - - - 1.7/4.2 3.1 77.84.11104 .8%121 5.6/14 6/15 6/15 2494 3316 38M 4480 4806 4797 1976 3238 3.1/7.84.1110.44.8112.15.6114 6/15 61156115 14 116 265 I 521 734 233 530 1043 1467 1777 2046 2226 796 1564 2201 2666 3068 3345 3338 608 1187 1944 1.5/3.6 2.817 4/9.9 4.8112 5.5/13.8 6115 6115 2085 2934 3554 4091 4459 1582 2593 - - 2.8/7 419.9 4.8/12 5.5/13.8 6/15 1 4451 90 203 396 1 648 180 4- 704 1.513 1.513.E 28/7 1296 1.5/3 1.5/3.6 2.817 419.9 4/9.9 4.8112 5.5/13. 6115 6/15 15 94 215 423 638 73 165 322 527 1.5/3 1.513.1 2.5/6.1 3.7/9.2 188 429 I 846 1276 1638 1882 2076 146 329 643 1054 1573 - 1.5/3 1.5/3.112.5/6.1 3.719.2 4.7/11.85.4/13.6 6/15 644 1268 1914 2456 2823 3120 3113 494 965 1581 2360 - 1.513.1 2.5/6.1 3.719.2 4.7111.85.4/13.6 6/15 6/15 1691 2552 3275 3763 4159 1286 2108 3146 - - 25/6.1 3.7/9.2 4.7/11.85A113.6 6/15 4151 6115 16 77 176 347 560 60 136 265 434 1.5l3 1.513 2215.4 3.518.E 153 352 695 121 271 530 1.5/3 1.513 2.2/5.4'3.5/8.64.4/11.15.4/13. 1120 1443 1742 868 129E 1 1944 528 1042 1 1680 2165 1 2613 2923 2917 407 795 03 1944 1.5/3 2.2/5.4 3.518.64.4/11.15.4/13.4 61151 6/15 1389 2240 2887 3484 3897 1060 1737 2593 22/5.4 3.5/8.64.4/11.15.4/13.4 6/15 3889 j 6115 6/15 17 63 146 i 289 476 50 113 221 362 1.513 1.513 1.9/4.8 3.VZ8 127 292 577 101-. 226 442 1.5/3 L5/3 1.9-14.8 1 951 1277 1597 1829 438 866 1427 339 663 108E 1.5/3 1. 144.8 3.1/7.8 1 1915 j 2395 2749 2743 1154 1902 2553 3193 3665 884 1448 2161 3078 - 1.9/4.8 3.117.84.2/10.55.2113.1 6/15 3657 724 1081 1539 3.117.84.2/10.55.2/13.1! 6115 1621 2308 - - 52/13.1i 6115 6/152/10. 6/15 18 53 122 242 399 42 95 186 305 1.5/3 1.5/3 1.7/4.3 2.817 106 244 484 799 1 1137 1422 1726 367 726 1198 1705 2133 2572 2588 286 558 915 1366 1944 - 1.513 1.7/4.3 2.8/7 4/9.9 4.9112.35.9/14.9 6/15 968 1598 2274 2845 3429 3451 85 191 372 610 1 910 1296 744 1220 1821 2593 1.714.3 2,817 419.9 4.9112. 9114.9 61151.5/3 1.5/3 1.714.3 28/7 4/9.9 4.9l12.3 6/15 19 103 205 339 81 158 259 1.5/3 1.5/3.8 2.516.3 89 206 410 677 1016 1275 1 1634 72 162 316 519 774 1102 1.513 1.513 1.513.8 2.5/6.3 3.719.34.7/11.76/15 310 615 1016 1524 1912 2336 2450 243 475 778 1161 1653 2268 1. 513 1.5/3.8 2.5/6.3 3.71934.7111.75.7/14.3 6/15 820 1354 2032 2549 3115 3267 633 1037 1548 2204 3024 1. 5/3.8 2.516.3 3.719.34.7/11.75.7/14.3 6/15 20 88 175 289 69 136 222 1. 5/3 1.5/3.4 2,315.6 75 176 350 579 1 869 1149 1551 62 139 271 445 664 945 - 1, 513 1.513 '1.5/3.4 2.315.6 3.4/8.44.4/11.1 6115 263 525 868 1303 1723 2105 2326 208 407 667 996 1418 1944 - 1. 513 1.513.4 2.315.6 3.4/8.44.4111.15.4/13.6 6/15 699 1157 1737 2297 2807 3101 543 889 1327 1890 2593 - 1. 513.4 2.315.6 3.4/8.44.4/11.15.4/13.6 6/15 22 65 130 216 52 102 167 1. 513 1.5/3 1.914.7 54 130 260 431 649 928 1407 46 104 204 334 499 710 1. 513 1.513 1.5/3 1.9/4.7 2.817 4/9.9 605 194 390 647 973 1393 1735 2111 157 306 501 748 1065 1461 - 1. 5/3 1,513 1.914.7 2.8/7 419.9 4.9/12.3 6/15 520 862 1297 1857 2313 2815 4681 668 997 1420 1948 - 1. 513 1.914.7 2.817 419.9 4.9/12.3 6115 24 99 164 79 129 1. 513 1.6/3.9 98 197 329 496 711 1288 80 157 257 384 547 - 1. 5/3 1.5/3 1.613.9 2.315.9 3.318.3 6/15 146 296 493 744 1066 1453 1932 121 236 386 576 820 1 1125 - 1. 513 1.5/3 1.613.9 2.315.9,3.318.34.5/11.3 6115 395 658 992 1422 1937 2576 314 515 768 1094 F 1500 - 1. 513 1.613.9 2.3/5.9 3.3/8.34.5/11.3 6115 26 76 128 62 101 1. 5/3 1.5/3.3 75 153 256 387 555 1164 63 124 202 302 430 1020 1. 5/3 1.513 1.5/3.3 2/5 2.8/7.1 5.9/14. 112 229 383 580 833 1150 1747 95 185 304 453 645 B85 1529 1. 5i3 1.5/3 1.5/3.3 215 28/7.1 3.9/9.7 5.9114. 305 511 773 1110 1533 2329 247 405 604 860 1180 2039 1. 513 1.513.3 2/5 2.8/7.1 3.919.7 5.9/14. 28 60 101 49 81_ 58 120 202 306 441 1001 51 99 162 242 344 816 1. 5/3 1.513 1.5/3 1.714.3 2,416.1 5.5/13. 87 180 303 459 76 148 243 363 1. 513 1.5/3 1.513 1.7/4.3 661 914 1501 240 404 612 882 1219 2001 198 324 1 484 689 945 1633 1. 5/3 1.513 1.7/4.3 2.4/6.1 3.4%8.45.5113. 517 709 1224 1. 5/3 1.5/3 2.4/6.1 3.4/8.45.5/13. 30 81 95 161 246 355 $61 80 132 197 280 664 1, 513 1.513 1.513.7 2.1I5.35.t112. 68 143 242 369 1 533 738 1291 62 121 198 295 420 576 996 1. 513 1.513 1.5/3 1.5/3.7 2.1/5.312.9/7.35.1112. 190 323 161 263 1. 513 1.5/3 1 492 710 984 1721 r393 560 768 1327 11. 513.7 2.1/5.3 2.9/7.35.1/12. 66 1. 5/3 Total Load values are limited by shear, moment or deflection equal to L/180, Total Load values are the capacity of the beam in addition to its own weight Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 13/ 4 inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to abroad range of applications. It maybe possible to exceed the limitations of this table by analyzing a specific application with the BC CALCO software. Boise Cascade EWF • Easteri, " VERSA -LAM° Allowable Nailing and Design Values 3 Closest Allowable Nail Spacing Nailing VERSA- LAM"' & Nailing Parallel to Glue Lines (Narrow Face)0) Perpendicular VERSA -RIM'' to Glue Lines Wide Face) Products VERSA -LAMS' 1A 1800 Rimboard VERSA -LAM® VERSA -LAM® 15/,6" 13/;' 3'/2" & Wider All Products Nail Size O.C. End O.C. End O.C. End O.C. End in] in] in] in] in] in] in] in] 8d Box (0.113"o x 2.5") 3 1'/2 2 1 2 2 Y2 8d Common (0.131"o x 2.5") 3 2 3 2 2 1 2 1 10d & 12d Box (0.128"o x Y, 3.25") 3 2 3 2 2 1 2 1 16d Box (0.135"o x 3.5") 3 2 3 2 2 1 2 1 10d & 12d Common & 4 3 4 3 2 2 2 216dSinker0.148"0 x 3" 3.25" 16d Common 0.162"o 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-RIMe. Use nails as specified by Simpson Strong -Tie. VERSA -LAM° Design Values Nailing Parallel to Glue Lines Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For I%" thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use'/:" minimum offset between rows and stagger nails). Allowable Allowable Moment Allowable Allowable Moment Width Depth Weight Shear Moment of Inertia Width Depth Weight Shear Moment of Inertia Grade in] in Ib/ft[lb] ft-lb][in 4] Grade in] in] Ib/ft[lb] ft-lb]in" 0 0u') N uJ > 1'/2 3Y2 1.5 998 776 5.4 5% 8.0 5237 6830 63.3 5Y2 2.4 1568 1821 20.8 5Y2 8.4 5486 7457 72.8 7'% 11.0 7232 12566 166.7 7Y4 3.2 2066 3069 47.6 9'/a 14.1 9227 19908 346.3 3Yz 1.8 1164 1058 6.3 9'/2 14.5 9476 20937 375.1 5Y2 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 5/a 9Ya 4.7 3076 6636 115.4 11% 18.1 11845 31913 732.6 0 9'/2 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0Cl) 011% 6.0 3948 10638 244.2 00 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 Mo Q J rn Of W Q J Q of w 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 18 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 9Y4 16.6 12303 26544 461.7 5Y2 5.6 3658 4971 48.5 7% 7.4 4821 8377 111.1 9'/2 17.1 12635 27916 500.1 9% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9'/2 9.6 6318 13958 250.1 11% 21.4 15794 42550 976.8 3Y2 711% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11% 12.1 7897 21275 488.4 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 18 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 Equivalent Modulus of Horizontal Tension Parallel to Compression Compression Perpendicular to Specific Gravity for Fastener Elasticity Bending Shear Grain Parallel to Grain Grain Des'2__ Fb (psi)Izll'> F" (psi)12>t4t F, (psi)(2)t5) F.„ (psi)Izt F.1(psi)(')(6) SG) Design Property Grade E(x 106 psi)I't 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 1 750 0.5 VERSA -LAM' Columns 1.82750 1.8 2750 1 285 1 1825 3000 1 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor, (4/L)'re where L = 2. This value is based upon a load duration of 100% and may be adjusted for other load durations. member length [ft]. Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)19 where d = member 6. Stress applied parallel to the gluelines. depth [in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. 32 VERSA -LAM® 1.8 2750 Columns c E Allowable Axial Load (lb) C 23%' x 3' 31/2" x 4'/e ' 3'/i ' x 51/: ' 31/>" x 51/2 ' 3'/z" x 7" 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 4 15,265 16,750 17,650 19,100 20,950 22,070 22,920 19,260 25,150 26,500 24,020 26,350 27,770 30,570 33,545 35,345 5 12,830 13,770 14,320 16,050 17,220 17,910 20,670 21,505 20,185 21,660 22,530 25,690 27,580 28,680 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 11,475 11,945 14,795 17,510 18,350 18,835 8 1 7,295 7,590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 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 4,095 4,920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4,320 4,420 3,820 3,900 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 1 3,050 3,120 3,155 3,950 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 1 6,325 3'/z" x 7'/4" 5'/4" x 5'/4" 5'/4" x 51/2 ' 51/4" x 7" 51/4" x 7'/4" 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 4 31,670 34,750 36,625 5 26,615 28,560 29,705 6 21,950 23,215 23,950 34,355 37,695 39,715 36,010 39,495 41,610 7 18,140 19,005 19,505 30,700 33,170 34,625 32,165 34,750 36,280 8 15,135 15,755 16,110 27,095 28,910 1 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 1 33,600 34,670 1 32,910 34,800 35,910 10 10,895 11,240 11,440 20,950 22,005 22,620 21,950 23,060 1 23,700 27,950 1 29,360 30,190 28,960 30,420 31,260 11 9,390 9,660 9,810 18,500 19,340 16,420 17,085 19,820 19,385 20,260 20,770 24,690 25,810 26,450 25,570 26,720 27,400 12 1 8,170 8,380 8,500 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 123,620 24,150 13 7,165 7,335 1 7,430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 6,335 6,470 6,550 13,120 13,570 13,830 13,750 14,220 14,490 17,510 18,110 18,460 18,140 18,760 19,110 15 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16,330 16,850 17,150 16 10,690 11,005 11,185 11,200 11,530 11,720 14,270 14,690 14,930 14,780 15,210 15,460 17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13,520 13,420 13,790 14,010 18 1 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 1 8,110 8,310 8.420 8,500 8,705 8,825 10,820 11,090 11,240 11,210 1 11,480 11,640 20 7,455 7,625 7,720 7,810 7,990 8,090 9,950 10,170 10,300 10,300 10,540 10,670 21 6,870 7,020 7,105 1 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820 22 I 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 10r, psi Bending: Parallel to Gluelines (Beam): Fb = 2750*(12/d)"9 psi Perp to Gluelines (Plank): Fb = 2500*(12/d)19 psi_ Compression Parallel to Grain: F li = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): F ii = 750 psi Perp to Gluelines (Plank): F L = 450 psi Tension Parallel to Grain: Ft = 1650 psi R- VERSA -STUD° 1.7 2650 Allowable Design Values Product Bending Fb [psi] Compression Parallel to Grain F, [psi] Modulus of Elasticity E [psi] Horizontal Shear F, [psi] VERSA-STUD®1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir (North) # 1 / 2 Grade Hem -Fir # 2 Grade Western Woods # 2 Grade 875 1150 1,400,000 135 850 11300 1,300,000 150 675 1 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. Dimension lumber values taken from from 2012 NDS Supplement. For further design information, please see VERSA -STUD 1.7 2650 Design Values for Wood Construction (per 2012 IBC/IRC). Eastern Tall Wall Guide. Computer Software tr1a4111 A,0i}MIA.1r MEW 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 FRAMER19' model sharing. Save time & prevent mistakes with best -in -industry file integration. Experience the efficiencies of BC FRAMER' whole house modeling. Draw floor and wall plans simultaneously with BC FRAMER®: Check the plan every possible way with BC FRAMERI' 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 CALL° 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 & AJSI 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. C:dWA t I XI Jx AY PIrwWAs1* i094096 ic:•lonraxt — itvef r i41 aer ea+tal.aaalle./iA1.f i Erb+, v 1 lira.9+...,' lr P"•`i !—... I K s3 xd.ilt! rrocewx•• ITr Y'r71 71t1In,l! ob• lNp Ta:a Ir1i1 n1a an. :col. u>a rTr:yn:a WX Zvi 19410iftf i1A fJ••6rt1 ril Y 77iabr/J''roaIol1C1 T SVI' flleYrbl6d SL"Y'Ste*Ofra r. •/! ?y I lCi;91! .1 I MM_ a twwMC.A_ 7 Mr <..,.1 s•.,..,a1, Y r M,..... ,(. aat 11 1 yr•n)rrt K +a•nua( w • r•nleya RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 1280x1024 512MB, Dual monitor, 1280x1024 1GB Minimum 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 ra Try! ioBCCALC` 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. To Download BC CALC US, rittps.;/www.bcconnect.comibcdeployer/index.htm t NMIM 111l IIr OM11J tl/NdIMI 1 tM ftwiry Ir Ms.M. ty/.,1. •! w 1..1 11.1 K IM M Y•• 1 •:1,Y+I :fat Caiblt 9tMrf it,. Arw•1l w Cw l.,M 41td•Ina i Ci 141anY 0 R!t 3 1,6* T tnW 1V'% 11W6 . IPJ!}t Ow'trr,ll ra.iaa,•+••IIY 111 DIi yw*w1••./tw«a{IYIwumrrtaiJlGOMVb11'f3i} ee!!i W 4 w1."Dw1 19710 Y.,'1 }iK W. i it- aq.r•1 F,R•M •.YMr1> 14 M anwalytrtw Kri.A0 W i W.„tlttwr4...,1+l lr Illl,vd l ]all.,t r® M r.'.li•Ati !.7 ,. 11+/ it; ii 71, 1MMt rniws++w •al.,,.w .e i Y:ral• }tzar ,,!p rq N• 4Q1'.. 1rs11:nm errRlWlf•P reaanMw•. 4N11Maa It•.w..,w.rt IX1Aler•Nns pid lUini711lb iL:tMal 01AWN" Tdo.491e1"1r Mi`I:JM.M.w11w w4fKaM Il11iV1ln7Matw 1 2R791t/iY>dtp iWM:a/f.Ibrow+flM 1W0Q. wq.,lt! MIV 1 bCOEAA4I' L 41RMrlr1akWALµ Moutomm s. lrEaa.+'t • +. r MQ MNl1.l,t Yl'MM eli ilMe f 111111 Ri l..ft.14tt1nIMy n<,ee::-]r•wr tl luxaQ UvttdYearb+rMa w .r.aj w.« p,,, .. w.wnl•1011 r wlalra4'r•aul 1,.fe.s.1. Framing Connectors - Simpson Strong -Tie i ITS lus SUR/L Joist gCl° Hanger a acity N i in Joist gCl® Hanger opacity N i in Joist gCl® Hanger Capacity D th er joist D II He d r i t De t H r t 4500s ITS1.81/9.5 993 6-1Id 4500s IUS1.81/9.5 950 8-10d 4500s SUR/L1.81/9 1081 12-16d 2-10dx1'/" 9,/, 5000S ITS2.06/9.5 993 6-10d 9," 50005 IUS2.06/9.5 950 8-10d 9,/„ 50005 SUR/"L2.08/9 1097 14-16d 2-1OdXl" 11% 14" 16" 14° 6500s IUS2.56/14 1420 12-1Od 14" 60s IUS2.37/14 1420 12-1Od 90s IUS3.56/14 1420 12-10d 4500s IUS1.81/16 1660 14-10d 5000s IUS2.06/16 1660 14-10d 6000S IUS2.37/16 1660 14-10d 16" 16" 6500s IUS2.56/16 1660 14-10d 60S IUS2.37/16 1660 14-10d gns 11IRA ARMS 1495 14_10d MIT B U / HU MIU LSSU Joist BCI® Hanger Capacity Nailin Joist gClsKer Capacity Na'lin Joist gCl® Hanger Capacity i ina t r t H der Joist De th Header joist 4500S MIT49.5 30 8-16d 2-10dx1Yz" 4500s56/9 2305 16-16d 2-10dxl'/" 4500s LSSU125 995 9-10d 7-1Odx1'/z' SOOOs MIT4.1219.5 2305 8-16d 2-10dxl'/" 5000s12/9 2305 16-16d 2-10dxl'/" " 5000s LSSU2.06 995 9-10d 7-10dx1'/2" yy'" 6000s M/T359.5-2 2305 8-16d 2-1Odx1'/" 9Y" 6000s75/9 2305 16-16d 2-10dx1'/:" 9+ 60005 LSSUI35 995 9-10d 7-10dx1Yz" 6500s M1T39.5-2 2305 8-16d 2-10dx1'/" 6500s12/9 2305 16-16d 2-10dx1'/" 6500s LSSUH310 1425 14-1Od 7-10dxl'/' 4500s MIT411.88 2305 8-16d 2-10dxl'/° 4500s6/11 2880 20-16d 2-10dx1'/" 4500s LSSUl25 995 9-1Od 7-10dxl'N' 5000s MIT4.12/11.88 2305 8-16d 2-1Odx1'/" 5000s1/11 2880 20-16d 1 2-1Odx1'/" 6000s MfT3511.88-2 2305 8-16d 2-10dxl"e , " 6000s MIU4.75/11 2880 20-16d 1 2-10dx1'/" I 5000s LSSU2.06 995 9-10d 7-10dx1'/1 65009 MIT311.88-2 2305 8-16d 2-1Odx1'f" 11/° 65 00s MIU5.12/11 2880 20-16d 2-10dx1'/2" 11,/e 6000s LSSUI35 995 9-10d 7-10dx1W 60s MIT3511.88-2 2305 8-16d 2-10dx1'/° 60s MIU4.75/11 2600 20-16d 2-10dxl'/" 6500s LSSUH310 1475 1 14-10d 7-10dxt'/2" 90s WA2/11.88 3800 14-16d 2-10dxl'/" 90S HU412.2 3275 22-16d 2-10dxl'/" 60s LSSU135 995 9-10d 7-1Odx1'/i' 4500s MIT414 2305 8-16d 2-10dxl'" 4500s MIU3.56/14 3170 22-16d 2-10dxl'/:" 90S LSSU410 1625 14-10d 12-10dx1'R' 5000s MIT4.12/14 2305 8-16d 2-10dx1'/" 5000s MIU4.12/14 3170 22-16d 2-10dx1Yz" 4500s LSSU125 995 9-tOd 7-10dx1'/" B000S MIT3514-2 2305 8-16d 2-10dx1'/" " 6000s MIU4.75/14 3170 22-16d 2-10dx1'/" 5000s LSSU2.06 995 9-10d 7-10dx1'h" 14" 6500s MIT314-1 2305 8-16d 2-tOdx1'/" 14 fi500s MIU5.12/14 3170 22-16d 2-10dx1'7Y " Ans MIT351d_9 93n5 A-1Ad 9-1ndY1'4" Rns MIIId7F/1d 97nn 99-irm 9-1nri 1+,° 14" 6000s LSSUI35 995 9.10d 7-10dx1/ 16" 16" 60s I MIT4.75/16 1 2305 8-16d 2-tOdx1'/" 60s MIU4.75/16 2725 24-16d 2-10dx1'/" +7 1r1 1+`l 11 For more information, 90s B7.12/16 3800 14-16d 2-10dx1'/" 905 HU414-2 3780 26-18d 2-10dx1%z' call Simpson Strong -Tie Adjustable Height• • •r Variable Pitch Joist Connectorw atl-800-999-5099 I CONNECTORS or visit their website at www.strongtie.com a•„.,, General Notes Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong -Tie forfurther information. THAT VPA Capacity values shown are either hanger capacity values Joist ® Capacity Nailing JoistLHana acity t r ( see support requirements below) or BCI° Joist end reaction t BCI Hanger Ib Hader Joist D hHangerribsl TOD Plate Rafter opacities - whichever is less. " 4500s THAI1.81'22 1181 6-1Od 2-10dx1'/" SSUl25 995 9-10d 7-10dx1'/" All capacity values are downward loads at 100 61oad duration. Use sloped seat hangers and beveled web stiffeners when 5000s THAl2.06/22 1181 6-1Od 2-10dx1'/" , SSU2.06 995 9-1Od 7-10dx1/BCIo Joist slope exceeds'/:'per foot. 6000s THAI3522 1393 6-10d 2-1Odx1'/" 9h SSUI35 995 9-10d 7-10dx1'/" Leave IN" clearance (%" maximum) between the end of the 6500s THA1321 1393 6-1 Od 2-10dx1'/" SSUH310 1425 14-10d 7-10dx1'/" supported joist and the head of the hanger. 45005 THA11.81/22 1443 6-tOd 2-10dx1Y:° SSUl25 995 9-10d 7-10dx1'/" - At max design capacity shown, hangers may exceed standard deflection by 1°z . 5000s THAl2.06/22 1443 6-10d 2-10dxl'/" SSU2.06 995 9-10d 7-10dxi'YV - For proper installation of the VPA, the 2-10dx1h" joist nails 6000s THA13522 1443 6-10d 2-10dxl'/" , " LSSUI35 995 9-10d 7-10dxl'IV through the bend tabs must be installed at approtnmately a 6500s THA1322 1443 6-10d 2-10dx1'/" 11 /° SUH310 1475 1440d 7-1Odx1Yn" 45-degree angle. 60S THAI3522 1443 6-1Od 2-10dxl'' 60s LSSUI35 995 9-10d 7-10dx1Y" Support Requirements 90s THA1422 1715 6-1Od 2-10dx1%" 90s LSSU410 1626 14-1Od 12-10dx1'° Support material assumed to be Boise Cascade structural 4500s THA11.81/22 1600 6-10d 2-10dx1Y" 4500s LSSU125 995 9-10d 7-10dx1Y4' composite lumber orsawnlumber (Douglas Fiirorsouthern 5000s THAl2.06,122 1600 6-1Od 2-10dx1'/" 5000s LSSU2.06 995 9-1Od 7-10dx1'/" pine species). Minimum support width for single- and double -joist top mount 14" 6000s THAI3522 1600 1 6-10d 1 2-10dx1'/" 14° 6000S LSSUI35 995 9-10d 7-10dx11/2" hangers is 3". 6500s THAI322 1600 6-1Od 2-10dx1Y" 6500s LSSUH310 1600 14-10d 7-10dx1'/° Minimum support width for face mount hangers with 10d and 60S THAI3522 1600 6-1Od 2-10dx1'/" 60s LSSUI35 995 9-10d 7-10dx1'r4" 16d nails Is 1%" and 2", respectively. 90s THA1422 1715 6-1Od 2-10dxl'A" 90S LSSU410 1625 14-1Od 12-10dx1'/2" Framing Connectors - USP Structural Connectors THO TFL p THE SKH Joist Depth BCI® Hanger Capacity I Nai in Header joist Joist De th BCI® Hanger Capacty I s Nai in Hea er Joist Joist D th BCI® Hanger Capacity Ibs Na in HeaderHeaderlJoist 9/ 2 4500s TH 017950 993 6 10d 2 1Odx1%" 9/ 4500s THF17925 910 8 10d 2 10dx1'/" 9/ 4500s SKH1720LIR 1153 14 10d 10 1OdxlW 5000s TFL2095 993 6 10d 2 1Odx1'/" 5000s THF20925 910 8 10d 2 10dx1Y" 5000s SKH2O2OLIR 1153 14 10d 10 10dx1'/" 6000s TFL2395 1225 6 10d 21Odx1%" 6000s THF23925 1275 12 10d 210dx1'/" 6000s SKH2320LIR 1384 14 10d 1010dxl'/" 6500s TFL2595 1225 6 10d 21Odx1'/2' 6500s THF26925 1275 12 10d 210dxl%" 6500s SKH252OUR 1384 14 10d 1010dx1'/" 11'/ e 4500s TH017118 1068 6 10d 2 10dx1'/" 11Y° 4500s THF17112 910 8 10d 210dx1'/" 11'/ 4500s SKH1720LIR 1434 16 10d 1010dxl'/' 5000s TFL20118 1068 6 10d 2 10dx1'/" 5000s THF20112 910 8 10d 210dxl'/i' 5000s SKH2O2OLIR 1434 16 10d 1010dx1'/:" 6000s TFL23118 1237 6 10d 2 10dx1Y'" 6000s THF23118 1300 14 10d 2 10dxl'/2 16 10d 10 10dx1'/2" 6500s TFL25118 1237 6 10d 21Odx1Yi 6500s THF26112 1300 14 1Od 210dx1Yi' 65005 SKH2520L/R 1434 16 lOd 1010dx1'/" 60S TFL23118 1237 6 10d 21Odx1'/" 60s THF23118 1300 14 10d 210dx1'/" 60s SKN232OUR 1434 16 10d 1010dx1Y2' 90s TH035118 1589 10 10d 210dx1112" 90s THF35112 1612 16 10d 21Odx1'/z" 90s I SKH41OLIR 1900 16 16d 10 16d 14 4500s TFL1714 1325 6 10d 2 10dx1W 14 4500s THF17140 1075 121 10d 2 1odxl'/" 14 4500s SKH1724LIR 1562 16 10d 10 10dxl'/" 5000s TFL2014 1081 6)10 2 10dxl'/z" 5000s THF20140 1081 12 10d 21Odx1" 5000s SKH2O24LIR 1562 1610d 1010dx1%i' 6000s TFL2314 1262 6 10d 2 10dx1'/:" 6000s THF23140 1350 18 2 1Od 10dx1Yz' 6000s SKH2324LIR 1562 16 10d 10 10dx1%," 6500s TFL2514 1262 6 10d 2 10dx1'/" 6500s THF26140 1350 18 10d 2 1Od, 1Y" 6500s SKH2524L/R 1562 16 10d 10 10dx1'/" 60S TFL2314 1262 6 10d 21Odx1'12' 60s THF23140 1350 18 10d 21OdxlW 60s SKH2324UR 1562 16 10d 1010dx1'/" 90s TH035140 1625 12 10d 210dx1'/2" 90s THF35140 1650 20 10d 210dx1'/2" 90s SKH414UR 2050 22 16d 10 16d 4500s TFL1716 1081 6 10d 2 1OdxlW 4500s THF17157 1475 24 10d 2 10dx1'/P 4500s SKH1724LIR 5000s SKH2O24L/R 6000s SKH2324L/R 16 6500s SKH2524L/ R 60s SKH2324L/R 90s SKH414L/R Field Slope and 1690 16 1Od I 10 1Odx11/" 5000s TFL2016 1087 6 10d 2 1Odx1'/2" 5000s THF20157 1465 24 10d 2 10dx1%" 1562 16 10d 10 10dx1%" 6000s TFL2316 1268 6 10d 2 10dx1'/" 6000s THF23160 1362 22 10d 2 10dx1%' 1690 16 10d 10 10dx1'/" 16 6500s TFL2516 1268 6 10d 2 1Ddx1'/" 16 6500s THF26160 1362 22 10d 2 l0dx1%" 1690 16 10d 10 10dx1Y" 60S TFL2316 1268 6 10d 2 1Odx1%" 60s THF23160 1362 22 10d 2 10dx1'/" 1690 16 10d 10 10dx1'/2' 90s TH035160 1660 12 10d 2 10dx1'/" Double Joist - Top Flange THO Double BPH 90s THF35157 1687 22 10d 2 tOdxi'/' Double Joist - Face Mount THE Double HD 2250 22 16d 10 16d Skew Joist Hanger LSSH Joist D th BCl® Hanger Capacity Ibs N ilin H r Jost gCl® Hanger Capacity Ibs Nailin Header J ist Joist Depth gCl® Hanger Capacity s Header ilin Joist 4500s TH035950 2050 10 10d 2 10dx1Yi'4500s THF35925 1370 12 10d 2 1OdxlW 4500s L H179 14 10 10d 7 10 l%" 5000s TH020950-2 2330 10 16d 6 10d5000s THF20925-2 1390 12 10d 6 10d 5000s LS H2 1140 10 10 7 10dx1 ' gy, 6000s L H23 1140 10 10d 7 1Odx1/" r91/2" 6000sTHF23925-2 THF25925-2 1625 14 10d 6 10d 91W. 6000s TH023950-1 2825 10 16d 6 10d 6500s L H2 412 10 10 7 10dx1Y2"4500s 1390 12 10d 6 10d 6500s TH025950-228251016d610d6500s4500sLSSH1791140 10 10d 7 10 x1 25000 TH035118 2050 1010d210dxl'S'4500s THF35112 1825 16 10d 2 1Odx1'/i' L H2 1140 1M 10d 7 10d 1/5000s TH020118.2 2330 10 16d 6 10d5000s THF20112.2 1855 16 10d 6)10d 6000S L H23 1140 10 10 7 10 x1Y" 6000s TH023118.2 2925 10 16d (6)10d 6000S THF23118-2 1855 16 10d 6 10d 11 /8" 6500s LS H2 140 10 10d 7 10dx1' 2" 6500s TH025118-2 2925 10 16d 6 10d 11 Vie, 6500s THF25118-2 1855 16 10d 6 10d 60s LSSH23 1140 14 16d 12 10dx1/ 60s TH023118.2 3212 10 16d 6 10d 60s 1 THF23118-2 1855 16 10d 6 10d 90S L S 35 1920 14 16d 102 1Odxl%" 4500s LSSH179 1140 10 10d 7 lOdxl'2" 90s I HD712022551616d610d90SBPH7111834551016(61 10d 5000s L H2 1140 10 10d 7 10d / 4500s TH035140 2315 12 10d 2 1OdxlM? 4500s THF35140 2320 16 10d 2 10dx1'/" 6000s L H23 1 40 10 10d 1 7 10dx1/ 5000s TH020140-2 2330 10 16d (6)10d 5000s THF20140-2 2320 20 10d 6)10d 14' 6500s LSSH2310 0 1 Odxl 1/" 6000s TH023140.2 3350 12 16d 6 10d 6000s THF23140-2 2540 20 10d 6 10d 60S LSSH231140 4 1i' 14 6500s TH025140-2 3350 12 16d 6 10d 14 6500s THF25140-2 2500 20 l0d 6 10d 90s LSSH35 1920 14 16 12 1Odxl'2" 60s TH013140.2 3535 12 16d 6 10d 60s THF23140-2 2540 20 10d 6 10d 4500s LSSH1790 0 10 x "' 000 10 10 1 1 90s HD7140 2820 2016d810d90sBPH711434551016d610d600074500sTH035160 2359 12 10d 2 10dx1'/" 4500s THF17157-2 2425 22 10d 2 10dx1Y" 16" M2011140 10 10 10 "' 5000s TH020160-1 2330 10 16d (6) 10d 5000s 60 14 16 1 10 'd' 6000s TH023160-2 3137 12 16d 6 10d 16 „ 6000s THF23160-2 3050 24)10. 6 10d 16 6500s TH025160.2 3137 12 16d 6 1Od 6500s HF25160-2 3000 24 10d 6 lod K STRUCTURAL S P For moreinfocontact ation, V CONNECTORS' USP Structural Connectors is at 1-800- 328-5934 or General Notes www.uspconnectors. com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria andlor support conditions: contact supplier or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI® Joist end reaction capacities— whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers and beveled web stiffeners when BCI® Joist slope exceeds 1/;' per foot. Leave'l,e" clearance ('/ a" maximum) between the end of the supported joist and the head of the hanger. For BCl® Joist applications, consult USP for capacity reduction. Support Requirements Support material assumed to be Boise Cascade structural composite erass assumedt be Bois lumberDouglas fir or southern pine species). Minimum support width for single- and double -joist top mount hangers is 3": ( 1'/" for THO hangers). Minimum support width for face mount hangers with 1Od and 16d nails is I%" and 2", respectively. 60s TH023160.2 3535 12 16d 6 1Od 60s THF23160-2 3050 24 10d 6 10d 90S BPH7116 3455 10 16d 6 10d 90s HD7160 3385 24 16d 8 10d Adjustable Height Hanger MSH Variable P0 TMP Joist Depth gCl® Hanger Capacity Ibs NailingJoist Header oft De th gCl® Hanger Capacity I s Fastener To Plate Rafter 4500s 4500s TMP175 12 6 1Od 4 1Odx1'/2" 5000s 5000s TMP21 1125 6 10d 410dx1Y" 9,/2, 6000s 9, 2 6000s TMP23 1375 6 10d 4 10dxl1 ' 6500 6500s TMP25 1375 6 10d 41Odxl%" 4500s 500s TMP175 1150 6 10 4 1Odxl'/2" 5000s 5000S TMP21 1290 6 10d 4 10dx1 i' 1431 6) 10d Wl Odxl " 650os MSH3222 1431 6 10d 410dx1'/2" 11/B 6500s TMP25 1425 6 10d 4 10dx1%" 60s MSH2322 1431 6 10d 4 10dx1' i' 60s TMP23 1425 6 10 4 10dx1' i' 90S MSH422 1862 6 10d 6 10d 90s TMP4 1800 6 10d 4 10 xl%" 500s MSH1722 1550 6 10d 410 xlW 4500s TMP175 1 50 6 10d 4 10dxl'/" 5000s 5000S TMP21 1290 6 10d 4 10dx1Y" 6000s MSH2322 1550 6 1 Od 4 10dx1Y 6000s TMP23 1525 6 1 Od 4 10dxl 2 14" 6500 M H322 550 6 10 4 10dx1 14„ 6500 TMP25 1525 6 10 4 10dx1 i' 60s MSH2322 1550 6 10d 4 106dx1 /' 60s TMP23 1525 6 1 Od 4 10dx1 i' 90 90S TMP4 1850 610d 410dx1'i' 4500s MSH1722 1668 6 10d 4 10dx1'/i' 4500s TMP175 1150 6 10d 4 10dx1'/2" 5000s 5000s TMP21 1290 6 10d 4 10dx1' ' 6000s MSH2322 1668 6 10d 410dx1'/i' 6000S TMP23 1550 6 10d 4 10dx1'/" 16" 6500s MSH322 1668 6 10d 4 10dx '/2, 16" 6500 TMP25 1550 6 10d 4 10dx1' i' 09s MSH2322 1712 6 10d 41Odx1'/" 60s TMP23 1550 6 10d 410dx1'/" 90 90 4 9 6 10 1' " 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/ su stall nabi lity/ce rtificatio n -a ud its/ or view our green brochure at www.bc.com/instl1. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSC® Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEEDI` points under U.S. Green Building Council° residential and commercial green building programs including LEED for Homes and LEED for New Construction. Boise Cascade Engineered Wood Products are available as PEFC° Chain - of -Custody certified, SFII 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. Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCI R Joist, VERSA -LAM`', and ALLJOIST" products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. If in doubt, ask! For the closest Boise Cascade EWP distributor/support center, call 1-800-232-0788 I BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALC, BC COLUMN. BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates. Your Dealer is: For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers. visit our website at www.BCewp.com Boise Cascade Engineered Wood Products Great products are only the beginning If no dealer is listed, call 1-800-232-0788 Copyright © Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 1 /2/2018 Florida Building Code Online BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff Floid e'g r,. Product Approval i _ USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. s; Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15036 R2 COI (b) Cert of Independence.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Equiv (b) Equivalency of Standards pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method rtt i. https://www.florida Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of=Products Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use 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 ( 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 ( e. ClassicCraft Fiberglass Door Installation Instructions FL15036 R2 II (a) Inst 15036.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.Ddf Created by Independent Third Party: Yes i j 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.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval15036.2.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non- Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions j FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval15036.3.odf Created by Independent Third Party: Yes i 68 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.Ddf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.5.pdf Approved for use outside HVHZ: Yes ! Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.odf rs. 15036.e, I f: ClassicC-raft Fiberglass Door', Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No r Design Pressure: N/A Other -"See INST 15036.6 for Design -Pressure Ratings, any additional use limitations, installation instructions and product particulars. ing.org/pr/pr_app_dtl.aspx 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration,° Installation Instructions' FL15036 R2 1I (aYInst 15036.6.pdf Verified By: Lyndon F. Schmidt,_ P E. 43409 Created by Independent Third Party: Yes' Evaluation Reports'', FL15036 R2 AE (a) Eval 15036.6.Ddf' Created by Independent Third Party: Yes 1 /2/2018 15036.7 g. 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 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.8 h. ClassicCraft Fiberglass Door Limits of Use' Approved jor use in, HVHZ:''Yes Approved for use`outside HVHZ: Yes - Impact,Resistant:aNa' Design Pressure: N/A`, Other: See INST 15036.8 for Design Pressure Ratings, any additional,us'e limitatio_ ns, installation instructions and product particulars.` i 15036.9 i. 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 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.10 j. 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: SPP6iNST 15036.10 for Desian`Pressure Ratinos.,anv. 8'0 "Non=Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configurations Installation Instructions FL15036 R2 II (a) Inst 15036.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a)Eval15036.7.Ddf Created by Independent Third Party: Yes In Instructions' FL15036 -Rill U Inst 15036.8.pdf Verified By: Lyndon F. Schmidt; P.E. 43409 Created by,'Intlependent Third Party:'xes Evaluatiom,Reports FL15036" R2 '-AE (a) Eval 15036.8:pdf Created -by Independent Third ;Party: Yes' 8 0 "Non Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eva[ 15036.9.pdf Created by Independent Third Party: Yes in -Impact" Opaque Double Fiberglass "Door with "Non Sidelites - Outswing /Inswing (QXXO) Configuration lation Instructions 36 R2 II (a) Inst 15036.10.pdf d.By: Lyndon F. Schmidt„ P.E: 439091 d by Independent Third Party:,Yes- Itiori Reports 36 R26 AE (a) Eval 15036.10.oclf d by_Independent"Third'Party.: Yes 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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Box 230 Valrico,FL 33595 Phone 813.659M97 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 Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036,6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations Using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036,E 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.,Inc. 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. Sianed & Sealed by Lyndon F. Schmidt, P.E Signed & Sealed by A 7 Lyndon F. Schmidt, P.E. W 7 a STZ; t F .117q Lyndon F. Schmidt, P.E. m•• ir FL PE No. 43409 3°°' q' 10/16/2017 fyei Dee Classic -Craft.. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 & #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. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections q Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of Materials & Components 37.5' MAX. OVERALL WIDTH Z Z 3 ti I Ll z O O Oww S = u, u, LL Q w o O 0 o rn P `OO• SWING OVERALL FRAME DIMENSION DESIGN(PRESSURE(PSF) POSITIVE NEGATIVE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 V 40 W co 26n N .. Z v 9 a 0 Z Va _Z CD N O C W NM 0maymRaW 4 o E oz aWo a SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWNG NO,: FL- 15036.6 SHEET 1 OF 7 41 O:' y''•; M EXTERIOR z° IA 41 0 " 6 rn0 Y Z U OiM Q N z o m 6 r 0a v zz_ ° z oEmo INTERIOR 46 1 N O¢m 9 P N N 5 U m m ata w 1 HORIZONTAL CROSS SECTION O w 6 E a? 3 36.0 MAX. 2 UO c woJ> a DOOR PANELWIDTH 2 o Lu 2 o 0 I v7 r w EXTERIOR INTERIOR w w a 4.11 " m o 0vw 1.48" - I m E Z c < 0n°, a a N m U Umm z O ® 2JL- 2 p qY TOP RAIL q3 LATCH STILE a 0 0 V) v v w ww O 00 a 1.49" w w o 0 a DOOR PANEL 40 Classic crag 7 a a NOTE: WOOD DOOR COMPONENTS: OAK (SG >=0.67) 45 cv ^ OZ DATE: 02 24112 z z SCALE: N.T.S. HINGE STILE BOTTOM RAIL 45 2 VERTICAL CROSS SECTION DWG. BY: JK 2 CHK. 8Y: LFSF E DRAWING NO.: FL-15036.6 SHEET _,L DF 7 i 2 1_1/4„MIN. ``A;t// m 4 4 EMB. (TYP.( 4 20 Nsj zF'i0 om 1 : v'•. . ' a z n v N .. Z 8 a o gza 40 7 C\l 9 o t m21INTERIOR8 0 o $ cz o° 1 2 cw ^K v O o° 3 3maxonw, 3 3 O17 EXTERIOR 10OCA o Z 5 m o w0 oOfWN20 4 3 HORIZONTAL CROSS SECTION m a ' 1-1/4"MIN. 3 Shown w/1Xsub-buck 1-1/4"MIN. t EMB. (TYP.I 4 4 4 EMB. (TYP.1 0 C D D B o.t5° 0.15" m C'SINK C'SINK L (TP1 ( TYP.) L mCD 20 n a N N N8 C Z 8 WW O 7 INTERIOR INTERIOR o o 2P a ao0aa o< EXTERIOR EXTERIOR 10 K N ^ Z 10 DATE 02/24/12 L 27 40 9 8 SCALE: N. T.S. C E DWG. BY: JK E CHK. BY: LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAWING NO. 3 Outswing shown - inswing 3 Outswing shown - inswing FL— 15036.6 also approved also approved SHEET 3 or 7 zcL: i EXTERIOR {%— INTERIOR I ' VERTICAL CROSS SECTION 4 0 tswing shwon - inswing also approved 4-\\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements EXTERIOR- c"`#.... INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1Xsub-buck P3V,Itlll CAI CROSSSECTION 5 VERTICAL CROSS SECTION swing configuration 4 Outswing configuration general notes, sheet 1 see general notes, sheet 1 for "HVHT' water infiltration for "HVHT' water infiltration requirements requirements U.s i'Oti Y um r Co-<c° m Z 0 m 0 OafillI11 N..z 9 0 p ZOz0 a Ern 0 0 a cQi C a ,0oa y M t a maa 0z o C m WE: 02/24/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15036.6 SHEET 4 OF 7 3 0 N D MASONRY J} TYP. HEAD OPENING JAMBS Cq L 2X BUCK I N Q BUCKANCHORING STRIKE JAMB For DP <= 48 PSF I MASONRY TYP. HEAD — OPENING JAMBS FRAME FO 2X BUCK uiN MASONRY 3 OPENING Tn N 3 2X BUCK- N 1 FRAMEANCHORING HINGEJAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR: ANCHOR MIN. MIN. CLEARANCE E` MIN. CLEARANCE TYPE : SIZE EMBEDMENT TO MASONRY EDGE i0 ADJACENT ANCHOR .... ITW TAPCON ELCO ® 4„ C ULTRACON 1. Mointain a minimum 5/8"edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF O. ivY : N 0N. a C',.0^4rn om N zdmd Z v 4 f ON •: o 2°Za S u a 9 m o I _ N a a N„ S R L a man. MASONRY TYP. HEAD OPENING — & JAMBS — 0 0 i V O woSa NZO FRAME — — L z U o p 0:or Xw O O ZOU zC, n b 2X BUCK — F — w m N O O K a ZDZ Q mm a J J YCID U U FRAME ANCHORING m m4li Masonry 2X buck construction o NforDP > 48 PSF and DP <= 75PSF 6 z LATCH & DEADBOLT DETAIL HINGE DETAIL all N.T.S. BY: JK BY: LFS WING Ne: FL-15036.E a _L or 7 3 N NN zo z rc:0 z oma Nn 7j I11*11 11 O N m Z 0 MASONRY J// — TYP. HEAD — MASONRY TYP. HEAD o E m o $ o v OPENING & JAMBS OPENING & JAMBS — N a g jar m m a m\n a v o 8 $ Z c c1 8 FRAME — u mo FRAME v - O moo x i zz m Yu m vN Z N O 1 X BUCK N 1 X BUCK o TYP. TYP. J J } SILL — SILL — m mm n a N N coZ W O O STRIKE JAMB FRAME ANCHORING HINGE JAMB FRAME ANCHORING Masonry 1 X buck construction 14 Masonry 1 X buck construction a Q For DP <= 48 PSF 28 For DP > 48 PSF and a a CONCRETE ANCHOR NOTES: G DP <= 75 PSF I. Concrete anchor locations at the comers may be adjusted to maintain the min. 0 edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 9 w maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. H 3. 10 Concrete anchor table: ff MIN. o n4f Y 6 p&• J;J.i m N z At 6m T 2.36" l m U N l o -- - e Z 0 Z U o gim omcw 19 20 HEAD d SIDE lv`\ a " m O: `a m Jamb 0 E 0zooU T f I I ww tom-- 4,63" amCL BUMP FACE THRESHOLD LOW PROFILE 31 m a Z.J U O 0] o0 0 5.75 o a a a m U U mmL 1 oN N w zo y 33 SELf ADJUSTING SADDLE THREHOLD n Of0o ww a 4.56" i 2.36" c N Z a+Te:02/24/12 i o sa E: N.T.S. T I DWG. BY: JK m' HIGH WATER DAM THRESHOLD CHK. BY: LFS ; 39 DRAWING NO.: FL-15036.6 0 N SHEET % OF 7 BILL Of MATERIALS IOi 6 Om cc TEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFN ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3l16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #10 X 2" PFH WOOD SCREW STEEL L #6 X 2-1 /2" PFH WOOD SCREW l .l S"MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .097" THK. STEEL 10 #10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB (PINE) SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS - 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU FIBERGLASS WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI 42 TOP RAIL COMP. 43 LATCH STILE WOOD ff46 HINGE STILE WOOD BOTTOM RAIL COMP. POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 ValnCO, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9M Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 f "Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared bV 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. 1r ,t e `t t39 Signed & Sealed by R y'°Lyndon F. Schmidt, P.E. Signed & Sealed by v °a Lyndon F. Schmidt, P.E. 43409 :a dtj_ Lyndon F. Schmidt, P.E. r ai: t= r" FL PE No. 43409 10/16/2017 zz z af THERMAITRU° 000es Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code f 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 this drowing 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 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edqe of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION t Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 Bill of Materials & Components 53.13" MAX. OVERALL WIDTH LLA O O 3 o w 0 xw w O XOXQ b a oP I INSWING 153.13" x 98.0" I +47.0 ) -47.0 I +60.0 ( -60.0 1 OUTSWING 153.13" x 96.5" I +47.0 1 -47.0 60.0 I -60.0 oxre 02/24/12 SCALE: N.T.S. DWG, BY: JK cHK. BY: LFS DRAMNG FL- 75036.7 SHEET _L OF 9 EXTERIOR i\\•. i• J \ o NMI N M U N •• a o oz°d INTERIOR 46 o u m ow 4 1 HORIZONTAL CROSS SECTION o E v° ? 36.0"MAX. 2 ' w ( o dO DOOR PANEL WIDTH 2 0 Q 5 w EXTERIOR INTERIOR w w a 4.11' m a o oo o < a aw a m SB U U 0 m IT n V O 42 iOP RAIL 49 LATCH STILE o 0NN N No. CSw 6zw OO O O' W w 1. 49" 40 DOOR PANEL N Classic craft Ep Q NOTE: WOOD DOOR COMPONENTS: OAK (SG>=0.67) O D z45N"z o DATE: 02124112 i 44 HINGE STILE 45 BOTTOM RAIL SCALE: N.T.S. K- 2VERTICAL CROSS SECTION DWG. ev: JK m 2 cNx. BY: LFS ; DRAWING NO.: FL- 15036.7 N 0 SHEET 2 OF J N 13.75' MAX. PANEL WIDTH 7.17' MAX. D.L.O. WIDTH D IJ x O Eu w z x a O i o o iii 1 w a o X b a 0 i 50 SIDELITE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG - 0.42) NOTE: 1. Spacing for item #18 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR SEE NOTE 1 3 HORIZONTAL CROSS SECTION GI GLAZING DETAIL 5 insulated glass w/ smc lite frame 1/2" MIN. GLASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR GI GLAZING DETAIL5insulatedglassw/ pvc lite frame to 1.53"- 52 SIDELfTESTILE MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS vo J y M TNd m Z z 00m n 51 O N : o v Z p z V m o N E Ng a9oi maa GZ w EXTERIOR INTERIOR SEE NOTE 1 K2" VERTICAL CROSS SECTION 3 DATE: 02/24/ 12 SCALE N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15036.7 SHEET 3 OF g SEE NOTE I INTERIOR EXTERIOR 0.15" C'SINK TYP.) B C 1-1/4"MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) Q wiOutswingshown - insng also approved / 6 INTERIOR NOTE: 20 0.15, 1. The sidelite is direct set into the C'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". SEE NOTE 1 SEE NO EXTERIOR 2 E HORIZONTAL CROSS SECTION Q Outswing configuration V 00 EXTERIOR Q HORIZONTAL CROSS SECTION Q Inswing configuration I-1/4"MIN. EMB. (TYP.) INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck INTERIOR EXTERIOR GjO 2 ai n U N V L K Z E m Z M U 9 N d tn J otm m D. D. l 0 c 0 i vZ a Iv S 3`d o D: O0 Nz0 t Nin ZU o E J 0 (n CO o 0 U 1-1/4" MIN. I---— EMB. (TYP.) U 0o a Do a 3 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved d x 0 SCALE: N.T.S. DWG. Err: JK m CHN. BY: LFS 3 DRAWNG NO.: FL-15036.7 a SHEET ¢ ar 2 N E a, . o . T OOOZ All U m D ° a. E - '.a' a.' a<° ////till 11```` 0N z° N. a B _ A $ a °Za Z a ua d oa C 64 C z aas 'mda L w 63 m =Z9r ate w A T W 62 a 40 40 19 63 19 o z EXTERIOR INTERIOR 8 2 EXTERIOR INTERIOR v _ INTERIOR EXTERIOR Z)o 0 O ¢U I V1 F=tWn 62 60 40 61 62 WS V) vw O 61 wm a v32 i 0 z a 33 64 63 0 1 VERTICAL CROSS SECTION g I %2 VERTICAL CROSS SECTION a5Oufswngshwon - inswing ` m 5 Shown w/1 X sub -buck also approved 60 E 60 m 61 61 m m p O O EXTERIOR INTERIOR EXTERIOR INTERIOR CS W o see general riotes, sheet I 63 for "HVHZ" Water infiltration z d i 40 E requirements w p s m w ^ E Q Fy e O C Z N .- A n ° DATE: O2 24112 i sine: N.7.5. 65 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHZ' water infiltration requirements 66 5 VERTICAL CROSS SECTION 5 Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements owc. BY: JK a cHK. BY: LFS 3 ORAWINO NO.: FL-15036.7 u n C n SHEET 5 or 9 50 A nNo oU SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved EXTERIOR SEE NOTE 1 C 1 m INTERIOR p ° Z ? . u ° o INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION SEE NOTE 1 vx 50 b Outswing configuration o TT oO 19 N f w s E LL a Z d a ° a. c d PVERTICALCROSS SECTION outswing conf guration v WSEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SEC77ON 6 Shown w/1Xsub-buck NOTE: 1. Anchors ass'y thru head and sill at 4" in from each corner end. INTERIOR EXTERIOR SEE NOTE I 33 m w o VERTICAL CROSS SECTION 6 Inswing configuration z F.01nW'• 6m C a N no n m w 0 U v Z. Z U EOmO -pmo o U t J0 a. 4 ul d m 0- d LLt0 LL 0 E 0z U o° Ja v, LE: N. T. S. BY: JK Err: LFS WINC NO.: FL-15036.7 Er 6 or 9 4.. 81, 3, SEE DETAIL 1 MASONRY TYP. HEAD MASONRY TYP. HEAD — OPENING JAMBS OPENING JAMBS TYP. — MULLION SHOWN FOR J REFERENCE FRAME 2X BUCK ONLY d IN 1 r 2X BUCK1 OTYP. i BUCKANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morfarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR S MIN: CLEARANCE MIMCLEARANCE TKPE SIZE EMBEDMENT TO MASONRY TO :ADJACENT ,. EDGE - ANCHOR ITW 1/4" 1 1/4" 2" 4" TAPCON® ELCO ® 1147 1.1/4" 1" 4" ULTRACON ITW ® 3/16" 1.1/4" 3" 1.1/2" TAP CON WVVU )(-KtYV INJIALLAIIUN NUItJ: 1. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB LATCH & DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING INSWING 63 DETAIL I Attach surface bolt strike plate to frame OUTSWING as shown(Outswing) 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) Z mi \Y • o yy < N :. 4, N M fir z d m o 1111 U N •• z a 00 z n Em zmoo g N V\ U g auc J ro rcoaamaa 4 0z N 0 cW o° a NZ J T ZU o o UOKC, NIN ac J Wm 3 2W wN m Q o Ye U a mm d HINGE JAMB 63 6a DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) HINGE DETAIL E:02124112 LL N.T.S. I. eY: JK BY: LFS WING NO.: FL-15036.7 E7 7 OF g 3" - 4" OUTSWING _` X: INSWING N z° F' O o rn SEE DETAIL 1 1 N >ED M OUTSWING ON ': 6 t z 0Z0 r l INSWING V a o Em m u 1 TYP. HEAD & _ 27 \ N E N g 9 a MASONRY JAMBS V O A " m OPENING a E o z LATCH & DEADBOLT DETAIL cw M) TYP. _ r 9 Z)z H m i Fi o xj 8 FRAME V 10 0 Ec> m a OUS W U} 1 Z m a w o 1X8UCK HINGE DETAIL a a N 1. — I p — 67 63 m z N SILLISILL m so ` ss N I 63 bq ° W zo SEE DETAIL 2 DETAIL 1 DETAIL 1 m STRIKE JAMB HINGE JAMB Attach surface bolt Attach surface bolt 0 o Ec o FRAME ANCHORING strike plate to frame strike plate to frame a CONCRETE ANCHOR NOTES: Masonry I buck construction as shown (Outswing) as shown (Inswing) o 0 a 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 65 66 i 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to bq maintain the min. edge distance to mortarjoints, additional concrete anchors w moy be required to ensure the "MAX. ON CENTER" dimension are not exceeded. ~ It 3. Concrete anchor table: ao 00 G N_O z 63 GATE: 02124/i 2 63 SCALE: N.T.S. Gwc. er: JK DETAIL 2 DETAII 2 CHK. BY: LFS Attach surface bolt Attach surface bolt GRAMNG NO.: WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold I. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of (Outswing) (Inswing) FL-15036.7 v wood screws to prevent the splitting of wood. SHEET 8 OF 9 f V ANCHOR ANCHOR MIN. --- MIN CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT;' i0 MASONRY TO ADJACENT a ANCHOR .,. ITW ® 1/4" 11/4" 2" 4" TAPCON ITW 3/16 1•T/4 TAPCON® BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX.1/4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8-10 X 1-1/2" PLASCREW STEEL H 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM./ WOOD I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 10 X 7' PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 8 X 2-1 /2"PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 8 X 2"PFH WOOD SCREW STEEL 41 DOOR SKIN; .125"MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4" HINGE .09T' THK. STEEL 44 HINGE STILE WOOD 10 10 X 3/4"PFH WOOD SCREW (HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. 11 318" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.91bs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 19 HEADER JAMB SG >= 0.42 WOOD 62 1 /420 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1 /2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 4.56" bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL A. X..',* O JCc " iN 41:yZ 0m I/••••. U N •• 0 o v Z o Z UnZ. 0 Em o m N °' . 0 -' p 0 aVMLmmaamaaw 4 da` c c Z o i v cw o° a In O gti ww av ~ Z 3 g m J U p m 0o tt a a a E(PINE) J J } m z m n a 7 I 00 I Nv I 2.20 - od ov I o o D: roo o Imo— 2.36' ,-.ry I w wI 4.63" - asa HEAD 4 SIDE a an1920Jamb31BUMPfACETHRESHOLDLOWPROFILEN16gWINGSIDELTIE Spacer 4.56" 2.5T 2. LL 1.68 { — 2.14 1.68, 5.75" -{ o o 2.36" I 1.69" 72 I I N L DaE:02/24/72 m O :p m SGAlE: N.T. S. m - A DWG. BY: JK L 0.53" r - i- .53" r cH . BY: LF$ E j in DRAWING NO.: 39 HIGH WATER DAM THRESHOLD 43 5I 4CSi1C LIP LITE FRAME 15 SpaINIWeNG SIDELITE 26 PLASTIC LIP LTTE FRAME 33 SELF ADJUSTING SADDLE THREHOLD FL- 7 5036.7 SHEET 9 OF 9 V R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 313.659.9197 Florida Board of Professional Engineers Cerli6cate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wi Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc, Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by r„•e c`' `.'''"_ , ?p, Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) a' z t 1 ' ` } 7yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.3 4. Quality Assurance w c,• / ' r' 4`%L----.> Certificate of Participation issued by National Accreditation and Management 4 Institute, certifying that Therma Tru Corporation is manufacturing products E .-0. ar within a qualityassurance program that complies with ISO/IEC 17020 andpgp n _ _= {- F •e Lyndon F. Schmidt, P.E. Guide 53. ati. K; °__ ,« G4, , v FL PE No. 43409 Sheet 1 of 1 s I s `: _ J s' 10/16/2017 5asariv1u•, ,.' .; ., v a t'CNy V:1 0' IHERMAITRU° DOORS Classic -Craft.: FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with on 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 some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. 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. TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections S Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 Bill of Materials & Components 68.5' MAX. OVERALL WIDTH 0 0 3 3 2 O w w w LL a O 0O a bEO 000. oP Lj I INSWING ) 68.5' x 98.0" I +47.0 I -47.0 I +60.0 1 -60.0 1 OUTSWING I 68.5" x 96.5" I +47.0 I -47.0 60.0 I -60.0 m pGGG'.J n 0 m y z z G n z0 n z 0 2 0 Z U ato 9m W a Na 'maaa LL E Gz 0 ocw o° J'`a w 2o v, z oa0 o zw V) oz s m w U Lo 0 r Q= a a a DATE: 02124172 SCALE: N. T. S. DWG. BY: JK cHK. By: LFS DRAWING NO.: FL- 75036.8 SHEET 1 OF 9 A ` t '•• ' 7V'/ N a EXTERIOR 46 _ V 6 V M 42 z tgtu ti o m EL 43 M ymtC D Z Z D V INTERIOR 46 a s ''A m a a LL a4 1 HORIZONTAL CROSS SECTION o E 0 Z i 36.0" MAX. DOOR -- PANEL WIDTH N 2 a 2 Z)o 0 o Ulm m J w EXTERIOR INTERIOR 4.11' w N cSmao 0 w L t- 1 o a a w Q J J md ^ L m p 2 42 TOP RAiL 47 LATCH STILE o 0 fn n J h 6 W O_ P n 41 oN W a 1.49" a D o 0 1.48'I » i N 40 DOOR PANEL w i Cl0sslc craft _ eQ NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0671LL z 2 DATE:02124172 z 1 .. ... ... SCALE: N.T.S. p HINGE STILE 45 BOTTOM RAIL 2 VERTICAL CROSS SECTION DWG. BY: JK m 2 CHK. BY: LFS 3 E DRAWING NO.: FL-15036.8 0 SHEET 2 OF J N 13.75' MAX. — 4PANELWIDTH 7.17' MAX. D.L.O. WIDTH SOw = CDw z = O w o f a a b L EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION k 5" GLASS BITE 23 1 /2" MIN. 25 GLASS THK. EXTERIOR 22 EXTERIOR 25 TEMPERED GLASS AIRSPACE 1/8" INTERIOR 24 TEMPERED INTERIOR 50 SIDELITE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE )SG - 0.42) NOTE: 1. Spacing for item #18 & #29 (life frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. GI GLAZING DETAIL 5 insulated glass w/ smc life frame Eo TiII— S I SIDELITE TOP & STM. Rail c M GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame I I I— 1.53" 1 52 SIDELITE STILE MIN. SS THK. 1/8" TEMPERED GLASS EXTERIOR AIR SPACE 1/8" TEMPERED GLASS SEE NOTE I 2• M Q J Z 00 N " U an m Z 51O NmU O o a xZd o aNo Z Ci to 9m cWugdoaaNMLm a mdaaco90 O z W o J a INTERIOR 2 VERTICAL CROSS SECTION 3 LE: N.T.S. BY: JK m BY: LFS ? a WING NO.: N FL-15036.8 0 ET _L or 9 g v° d a 1-1/4" MIN. EMB. (TYP.) 8 50 M F SEE NOTE 1 Z Z SEE NOTE I 0.15" CSINK TYP.) INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION L_4 4 Outswing shown - inswing 5 4 3alsoapproved 11 6 6 6 0.15, CSINK TYP.) INTERIOR U40 EXTERIOR U 2% E 2_" HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Q J Outsw ing configuration 4 J Outsw ing configuration V TE 1 SEE NOTI 1-1/4" MIN. EMB. (TYP.) 14 INTERIOR NOTE 1 M D EXTERIOR 50 J a ° D JIL—JI 6 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck NOTE: 1. The sidelite is direct set into the jamb with (12) item # M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5, 31", 48.5 & 66". 0.15, CSINK TYP.) T .I.,// rno L 21 rn N Yjj 0 jc,`0 om zaP1\\ n° i U N V U x Z sgto 9mmW uta a`aI v m 9 6 oE v° z UO C W o Ju 0o0 Z0 ONN C g J WU tiW 20 m U n o a vwi U Ko 1 a SEE NOTE I XTERIOR a a w O O 1 ry L GATE: 02124112 JTERIOR ip 12 14 11 SME: N.T.S. 10 DWG. BY: JK 9 CHK. BY: LFS 3 HORIZONTAL CROSS SECTION 5_ HORIZONTAL CROSS SECTION DKAWINI NO, n Q Inswing configuration 4 Inswing configuration FL-15036.8 c SHEET 4 DE 9 N Q 61 m w 62 EXTERIOR INTERIOR V r 0 ci 7 y: v 9 Z° Z OmErn 0NQogd a n Na 5m6aa`mcd ccLi K C \ w o° d " J 0: 2 Z) o ao Ll Uw KS 3 Ln O m < UU 0 O O aa n 0 a E: 02124172z ALE: N.T. S. ° BY: JK m er: LFS ? n MINC NO.: N FL-15036. 8 a TI 5 OF 9 N 0 o ° 50 NI Z a SEE NOTE 1 U INTERIOR EXTERIOR 46T VERTICAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR 3 VERTICAL CROSS SECTION 6 Outswing configuration N-A SEE NOTE 1 INTERIOR WPA EXTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 1SOl 6 Shown w/1X sub -buck c-AA, . I N z gvio— 6mY• 3 ` gy: <' N= fw v u oZ, OEm zo omoatu N° a rnn Satin a maav V 9 c 90 U E v°O ? B cwd 39 6 NOTE: z Z 1. Anchors ass'y thru head and sill at 4" in from each corner end. r D 5 VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR EXTERIOR r4`41]VERTICAL CROSS SECTION Inswing configuration DATE:02/24/12 z SCALE: N.T.S. DWG. BY: JK OHK. BY: Lf S 3 DRAWING NO.: fY FL-15036.8 0 SHEET 6 Or 9 e 4 4„ D1 it U: : I I I I III 1 I I I 7 z°1ZiO dm SEE DETAIL 1 v'. : C', 0 ^ 0- TYP. HEAD & rrrr 1 ns u N a0 z° MASONRY JAMBS .; 0 x i 4 OPENING o OPENING ` o n U 0 J m° o a V g n Satmmdaw w L _ tz FRAME M TYP' i a S a 2X BUCK — — EQ o zzl p_ U zc V O 2X BUCK o o F TYP. — F N o z o SILL N Of m xw o I I I F ~ a < U 0 YY SEE DETAIL 2 0 a CO CO a a BUCKANCHORING STRIKEJAMB FRAME ANCHORING HINGE JAMB J yMasonry2XbuckconstructionM 1 63 m T n a 0 0 U) o pp z ww O CONCRETE ANCHOR NOTES: 28 xCA 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 64 .0 w edge distance to mortarjoints. M OUTSWING 63 02 cc 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to INSWING DETAIL 1 DETAIL 1 9 F maintain the min. edge distance to mortarjoints, additional concrete anchors Attach surface bolt Attach surface bolt 12 0 0 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. strike plate to frame strike plate to frame 10 0. 3. Concrete anchor table: as shown (Outswing) as shown (Inswing) - n m MIN. CLEARANCE MIN. CLEARANCE 1 O e w i ANCHOR ANCHOR MIN. 65 66 TO MASONRY TO ADJACENT M OUTSWING 64 0 0TYPESIZEEMBEDMENT EDGE ANCHOR INSWING o ^ p z ITW21 N TAPCON® 1/4" 1-1/4" 2" 4" Z OATE:02124112 = ELCO 63 SCALE: N.T.S. ULTRACON® 1/4 1.1/4 1" C HINGE DETAIL 5 ITW LATCH & DEADBOLT DETAIL 63 DWG. er: JK m TAPCON® 3/16" 1-1/4" 3" 1-1/2" DETAIL2 DETAIL2 cNK. e: LFS W WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surface bolt DRAWING No.: N strike plate at the threshold strike plate at the threshold FL-15036.8 1. Maintain a minimum 5/8" edge distance, I" end distance, R 1"o.c. spacing of NOutswing) (Inswing) N wood screws to prevent the splitting of wood. SHEET 7 or 9 0 MASONRY MASONRY OPENING FRAME -/ 1 X BUCK III SEE DETAIL 1 J TYP. HEAD & JAMBS M TYP. F TYP. SILL I I I I I I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.:- MIN. CLEARANCE' MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY . TO ADJACENT ' EDGE ANCHOR ITW TAPCON ITW TAPCON® 3/16" 1-114" 3" 1-1/2" wUUU JL.Ktw IMIALLAIIUN I U!C : I. Maintain a minimum 518" edge distance, I"end distance, & I"o.c. spacing of wond Sr'JPws to nrevent the solittino of wood. HINGE JAMB LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 65 66 0 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) OUTSWING INSWING N : z N 0 AfNGFDETAIL 63 64 DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) V+ NM g'a Jn is 0 6 m 0 zacoo a N z o oozo3Emamoa O d J d O a. Na mcc. ram o oz c ai d Y UZ Co O X 0 Iy zZ C, j K p Wo = U w ZUZ } vw ¢2 mSw007a a DATE: 02124 12 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS FL- 75036.8 E _ 28 OF g BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4" X 1-3J4" ITW CONCRETE SCREW STEEL 29 8-10 X 1-1/2" PLASCREW STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD J 1/4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2"PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP, L 8 X 2-1 /2" PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2"PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125"MIN, THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .09T' THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 19 HEADER JAMB (PINE) SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1/2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL a.sb^ 66 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL Al MATERIAL Y• fib < a;nNM. U IN v U Q Z aZU V seem 9mm N° a m a a s 0 E MzW o O o° n: J C. ¢ P ww J 2 a ¢o m a W N o0 m < 0 U J m 00 a n a a E m` oz mm a 0 0 V I 2.2a' ----1 Zcs0 2.17-1 L In o o m A 8 o 2.36' F a a 19 20 HEAD d SIDE F- 4'63 Jamb - 0 16 OUTSWING SIDELITE 31 BUMP FACE THRESHOLD LOW PROFILE i4.56" 2.59" Spacer w 2.15" a 2.36" f 1.68" - ( 2.14" 1.68 - o 1 5.75' 1.69" - F N p D Z- bo L DATE:02124112 ? o n 1 L L N SCALE:N.rJKDwc. BY: JK m 0.53" cHN. er: LFS 3 aE T DRAWING NO.: - N HIGH WATER DAM THRESHOLD + PLASTIC LIP LITE FRAME INSWING SIDELITE PLASTIC LIP LITE FRAME o3923SMCISSpacer26PVCn33SELFADJUSTINGSADDLETHREHOLDFL-15036.8 N SHEET 9 OF 9 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 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 i Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D 1929-96 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 Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Quality Assurance Certificate of Participation issued by National Accreditation and° Management Institute, certifying that Therma Tru Corporation is Z11 v manufacturing products within a quality assurance program that complies. a, with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 Classic -Craft FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 7 z 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck i masonry construction. r 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. JJ 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". ra 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not o 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 hatwaPn tha imHnE of nnnoov or overhona to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notesor2Doeldetailspan 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - 1 X buck masonry construction B Astragal details 9 Bill of Materials & Components 74.5" MAX. OVERALL FRAMt WIUIFI -— 1 O 3 z o j= L L Y K S w O 0o Q JG INSWING 1 74.5" x 98.0" 1 +47.0 1 -47.0 1 +60.0 1 -60.0 1 OUTSWING 174.5" x 96.5" I +47.0 I -47.0 I +60.0 I -60.0 uz w z z DATE: 02124 12 i SCALE: N.T.S. ` DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: R FL-15036.9 SHEET t OF 9 _ 41 : OA' V. N EXTERIOR 46 Z. `, G °' 'l " " 43 42 Ni7 z° Fo Y':Oa 6m M n -Im M K dd 0 0 O Z U INTERIOR 46 0 °Ern z m ro 9 0W on m aam 9 LL ry 1 HORIZONTAL CROSS SECTION $ E o z 0936.0" MAX. 2w 16 DOOR PANEL WIDTH 2 2 ¢ 0 o 0 EXTERIOR INTERIOR w!S a w 4. 11" a o o OI I E Z a a O 0 + J J m Z - N00 9 I O O 2 42 iOP RAIL 43 LAiCH STILE ^ < h N N N ( n Vrn W w O 41 ? Ln b W R O 1 30" a OL z 0 40 DOOR PANEL ^ Clasvc crag w z a v a NOTE: WOOD DOOR COMPONENTS: OAK (SG>=0.67) T \ p o t ZN Z a DATE: 02124 12 z p HINGE STILE BOiiOM RAIL SCALE: N.7. S. 44452VERTICALCROSSSECTIONDWG, BY: 2 CHK. SY: LFS 3 E DRAWING N0: N FL- 15036.9 0 N v SHEET 2 OF 9 IQ f' Y I 1 2 1-114" MIN. A% V0, - n 4 4 EMB. (TYP.) 1 ' v° qff O p'• J n C A =V:u71 a * 12 ! ornyQ2v; n kwll io m o 4111 N „z 8 ° o 8 z oz o Ea omo 21 40 7 N e ° dd`oa INTERIOR ° a e m a 0. m 1 o a E `0 i 3 3 0 v 3 3 8 a O 17 4 3 JO EXTERIOR zLJ w9 10 3N 5m wc w ova 61 E w m xo 4 HORIZONTAL CROSS SECTION m < 8 Shown w/1Xsub-buck 1-1/4"MIN. u 1-1 /4" MIN. 3 4 5 3 V EMB. ( TYP.) EMB. (TYP.) o 4 4 4 m O p p a a E C 0. 15" 0.15' C C' SINK C'SINK ' E m Z - L ( TYP.) (TYP.) L imm 2 n D o 0 8 8 n a 8 z 7 40 1 40 7 D x x INTERIOR 7 INTERIOR e R o a as 7771 V////, EXTERIOR e a 0212 ON4 1No 1WQo2 10N. T.S.EXTERIOR 9 L27SCALE: E E DWG. BY: JK It CHK. Hr: LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: 3 Outsw ng shown - insw ng 3 Outswing shown - inswing 3 Outswing shown, inswing FL-15036.9 also approved also approved .,so approved SNEE 3 OF 9 V K a a 9 E a V' 3 VERTICAL CROSS SECTION 4 Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements va O; Jli n N Z6 t9 om Y •. a can_ a 11 Z o W O 11la• U cv ••Z o2 Z i A i 61 e U n C to O m `wNCadoa 64 a o9ya ma`,T w 6 3 C za LL o 5 62 0 88 a 40 19 9 T EXTERIOR INTERIOR z INTERIOR EXTERIOR o 0 Quo U W 40 m U32 63 0 64 I 2 VERTICAL CROSS SECTION 0 4 Shown w/1X sub -buck 4 VERTICAL CROSS SECTION Q Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements — z_a l ^m w EXTERIOR INTERIOR 0a ono w ? e ° 5 VERTICAL CROSS SECTION 66 4 Outswing configuration see general notes, sheet 1 for"HVHT'waterinfiltration requirements N O c Z WE: 021241 12 sME: N.7.S. DWG. BY: JK a CHK. BY: LFS 3 DRAWING NO.: n FL-15036.9 SHEET 4 OF 9 n g 1A z z g Ci N 6i p.. GJ a c m M 11 1111 Z O 7D OzUN •• Uev_ Z OZErnmCWuaoa LL a m a aMASONRY OPENING 0 0 w p ZK v U g 2mQ 2X BU m N h (J o o 6 O 0 a, a a n m a 0 0 N N O wWW ZO ti I is in In i O O of CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners maybe adjusted to maintain the min. BUCK ANCHORING w Q A edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. Ova a 3. Concrete anchor table: o i O N oAre:02124112 " z scALE: N.T.S. ° owc. BY: JK m cHK. BY: LFS 3 DRAWING W.: m WOOD SCREW INSTALLATION NOTES: FL— 15036.9 1. Maintain a minimum 5/8" edge distance, 1"end distance. & 1"o.c. spacing of sNEEr 5 or 9 N wood screws to prevent the splitting of wood. CK D TYP. HEAD 8 JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE. EMBEDMENT TO MASONRY EDGE s TO ADJACENT.:, ANCHOR .; ITW TAPCON ELCO 1/4" 4" ULTRACON 4" 6„ I II I 1 SEE DETAIL MASONRY — TYP, HEAD OPENING & JAMBS ASTRAGAL — SHOWN FOR FRAME REFERENCE > ONLY — Uo 2X BUCK F SEE DETAIL TYP. — 2., SILL I I I I I I I 1 FRAME ANCHORING Masonry 2X buck constriction for DP <= 48 PSF L` If ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morfarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT:- TO MASONRY TO ADJACENT EDGE ANCHOR:.:::.. EANO 1/4" 1-1/4" 2" 4" 3/16" 1.1/4" 3" 1-1/2 IL.; WUU JI.KCV IMIA —1—IN ITV IEJ. 1. Maintain a minimum 5/8" edge distance. I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 7.5" 4 6 SEE DETAIL L 1., — MASONRY TYP, HEAD OPENING — &JAMBS — ASTRAGAL - SHOWN FOR FRAME REFERENCE ONLY _ (_ Iq U N C 2X BUCK — F — SEE DETAIL TMP' 7- SILL — I I I I I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF 2 2 63 63 L 64 DETAIL 1 DETAIL I Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plates to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 V DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) N z om 111 r. U N P Em QmoUN Qcm maaLL rn 8 c o z 0 0 3 CD Zm N IrO UN Ir Z a o0m= 3 m O O a a HINGE JAMB LATCH & DEADBOLT DETAIL sC&E: N.T.S. DWO. BY: JK CHN. BY: LFS DRAWING NO.: FL-15036.9 sHEE'r 6 OF 9 z z SEE DETAIL f MASONRY — TYP. HEAD OPENING & JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY FO 1 X BUCK F _ SEE DETAIL TYPSILL I I T I I I I I I FRAME ANCHORING Masonry 1 X buck construction for DP <= 48 PSF L` rf 7.5" SEE DETAIL MASONRY TYP, HEAD OPENING _ & JAMBS — ASTRAGAL — SHOWN FOR FRAME REFERENCE — ONLY _ U I X BUCK F SEE DETAIL nP• 2^ I SILL — I I I T I 1 i FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. '- MIN. CLEARANCE.:: MIN. CLEARANCE TYPE- SIZE EMBEDMENii TO MASONRY EDGE iOADJACENi ANCHOR .._ Z. ITW 1/4" 1.1/4•' 2•• 4" TAPCON® Irw 3/16" 1.1/4" 3" TAPCON® rvvvv at rt[rr nvo TrTLL.y Trvry TvvT o. I.Maintain a minimum 5/8" edge distance, I" end distance, li I" o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP <= 6OPSF 2 67 2 63 63 L 64 DETAIL 1 DETAIL 1 Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plate to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 o 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) 1%%% III 1 Q,, J'% N cz zp 111 o m o U N ..z r z °za Em m o E 5Nyn dim h d0 UZ Cal n p Xj r p N o05m W x az 0w o a o a w a HINGE JAMB LATCH d DEADBOLT DETAIL DATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK CHX. BY: LFS DRAWING NO.: FL-15036.9 SHEET 7 OF 9 ti''• Z z o rn nH N no on z lT p V 0 °Za C z m UErno 95.25' N ton m o 0 a 4 18.88" 18.38" I 20.63" — 18.5' 14.38" `o z° c i Ivy' o 8 d O IO D_ 13 aTYP. o o TYP. TYP. 133 —. UKaJ 2gw wNaaQ UZs Go O O 1 E 4.54.5" m NL32325" U z z' ss 0. 7S' j--1.91"-- 0.75 — w a N woz w oNSEENOTE I 3 w 0 4 w z q a ASTRAGAL DETAIL z z NOTE: DATE: 02124112 z 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND o SCALE: N.T.S. THE BOTTOM. Dwc. BY; JK m DHK. BY: LFS 3 E D DRAWING NO.: N FL- 75036. 9 0 N SHEEP 8 OF 9 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW 1.1 S" MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .097"THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 13 IOXI-1/2"PANHEADSMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEAD80LT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. HIGH WATER DAM THRESHOLD ALUM. CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WIOTHOYIELD STRENGTH Fy (MIN)ER6,000 PSITHERMA-TRU FIBERGLASS TOP RAIL COMP. LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 60 1/2" SURFACE BOLT SPACER STEEL bl IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X PFH SCREW STEEL 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL dN:7 Z 2':Oa oond-• .... gym' < i To o m d III IN on o f 2.36' , v O x zo a B z o o, E ' O m c w 19 20 HEAD 8 SIDE d ^ g m a a Jamb B 0 o E cz O J h I-- 2.2T -- L o ¢ f— 4.63' c Z 3I BUMP FACE THRESHOLD LOW PROFILE ?w Im60 m U mO0 V ti 5.75" I a I a C jSME:N.T J m z° L T ON Z 4.56" 2.36" oL112Q .S. w2-1/2"39 HIGH WATER DAM THRESHOLD Dwc. BY: JK m' CHK. BY: LFS 3 DRAWING NO.: E FL-15036.9 0 N SHEEP 9 OF 9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind 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 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W_ Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) x Lyndon F. Schmidt, P.E. 3. Calculations Prepared by YF Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813)e=` r< <' .. ' s,,Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance b ` o Z it a Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products t `^ r; r Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409 Guide 53. C?'^ {~:° `' n ' 1 e- z 10/16/2017 Sheet 1 of 1 THERMAITRU' DOORS Classic -Craft,. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 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'requi6ng wind bome debris protection this product is required to be protected with on 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 some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 & #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 on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring -1 X buck masonry construction 9 Astragal details 10 Bill of Materials & Components 105.5"MAX. OVERALL FRAME WIDTH O O z 3 3 z O M OWWxxww e aLLA 0 Q X J[ f ro rn o. a LD Li DESIGN PRESSURE (PSF) OVERALL SWING FRAME WITH.OUTSURFACE WITHSURFACE DIMENSION 80LTS BOLTS ' POSITIVE NEGATIVE `; POSITIVE NEGATIVE ' INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 SCALE: N.T.S. DWG. BY: JK OHK. BY: LFS DRAWING NO.: FL— 15036.10 SHEET I Or 10 jK o•J Q- EXTERIOR 42 yy :2 4431 1 111 O n m z° V N •• 1 . . rl. I I,• V Z O Z J. INTERIOR 46 N o r a , o `0 aWNM5aLm a ma0. 1 HORIZONTAL CROSS SECTION o 8 LL 0 E o Z 2 rw o Ja 36.0 MAX. DOOR PANEL WIDTH 2 J 0 I Jw EXTERIOR INTERIORS QN J w a 4.11" m a o 30 o O 7- 1 a a d ro mmO 0 1 0 O 2 44 TOP RAIL 43 LATCH STILE N o nN cn nP Zp I 0 o D- L— 1.49" D DOOR PANEL 39, L o 0 o a 40 w i CIOSSIC crOH P Q NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.67) z 45 N z u DATE:02124112 z SCALE, N.T.S. 11 HINGE STILE 45 BOTTOM RAIL VERTICAL CROSS SECTION DwG. BY: ,JK m 2 CHK. BY: LFS 3 DRAWING NO.: R N FL- 7 5036.10 0 SHEET 2 OF 10 N 13.75" MAX. PANEL WIDTH 7.1 z' MAx. D.L.O. WIDTH j 4 LDwx w = a O a o w O b 0 o. 1 EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 S' GLASS BITE 23 1/2" MIN. 25 GLASSTHK. EXTERIOR 22 EXTERIOR 25 TEMPERED GLASS AIR SPACE 1/8" INTERIOR 24 G ASSRED INTERIOR GI GLAZING DETAIL 5 insulated glass w/ smc lite home SO SIDELITE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG — 0.42) NOTE: 1. Spacing for item # 18 R #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1.08" j-- ITS f -1.53" —1 52 SWELTIE STILE n MIN. SS THK. 1/8'. TEMPERED GLASS AIR SPACE 1/81, TEMPERED GLASS EXTERIOR N O z orn 2Nn U N -: o a xz 51 b v Z 0 U gtm 9m.W Tda maa o E oZa8Wdo° ul cr J C', wQ oo 1 0 J z c) z 2 wm vNi ~ U w O INTERIOR O a a 2 VERTICAL CROSS SECTION 3 TE: 02 24 12 ALE: N.T.S. G. BY: JK K. BY. LFS AWING NO.: FL- 15036.10 EEr 3 OF 10 Fz z SEE NOTE 1 M) 1141 (5o vv INTERIOR v° 4 L EXTERIOR 20 a I— C'SINK TYP.) B C 1-114.' MIN. 1 HORIZONTAL CROSS SECTION v1 D 2 4 21 o o 17 bl A II 3 p4a 4 4 D EMB. PP.) 4 Outswing shown - inswing also approved 5 4 3 b b b 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". 2 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved INTERIOR EXTERIOR 3 4 5 5 5 5 3 HORIZONTAL CROSS SECTION 4 Outswing configuration OTE 1 INTERIOR 4 1-1/4" MIN. 5 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck EXTERIOR INTERIOR 0.15" C'SINK TYP.) z° c': p ti v- •. C' c rir r•tt m\` oUNZ o Z ZU c Em in m pto ° cw a d oa Na md`am aov 4 0 ZU W O T OJLLv o v) 0 vo Z U o asov) mo20 tiCOU a a G U o o a SEE NOTE 1 4 ` HORIZONTAL CROSS SECTION 4 Inswing configuration rE: 02 24112 ALE: N.T.S. c, BY: JK K. BY: LFS AWING NO.: FL— 15036.10 EEr 4 OF 10 z d Qm w 9 w i 0 o p e ° 65 31 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements 61 62 EXTERIOR INTERIOR INTERIOR O. i P m, Aft VEPTIC4L CROSS SECTION k$J Shown w/lX sub -buck 60 61 EXTERIOR INTERIOR S[ p•' Q n f * J n Z o rn J N o 1) °° iI1lUN •• Z E Z 0 U g m N m C N$ O t maamdaaz i d 0 W UO O TWoJa 4 VERTICAL CROSS SECTION Inswing configuration 7 g see generalnates,sheet 1 62 63 39 for"HVHZ' Water infiltration requirements — 40z i /`' 5 VERTICAL CROSS SECTION 66 Outswing configuration see general notes, sheet I for "HVHZ' water infiltration requirements i M DATE:02124112 ? SCALE: N.T.S. DWG. BY: JK m CHK. BI: LFS ? DRAWING NO.: FL-75036.10 a SHEET 5 OF 1O Y 50 M inz o SEE NOTE 1 U INTERIOR — EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - Inswing also approved INTERIOR SEE NOTE 1 I M) EXTERIOR 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 C 1 Z i m w INTERIOR K5' VERTICAL CROSS SECTION Outswing configuration SEE NOTE 1 INTER^IOR EXTERIOR14"All VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck NOTE: 1. Anchors ass'y thru head and Sill at 4" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration O" Vj N g nP QU i •• fij a uQom'n m g R °° z w v C 0. Z QzIti oci as mda.mv;a 0 d o O v 1 a DATE:02124112 SCALE: N. T. S. DWG. BY: ,JK 6 CNK. BY: LFS J DRAWING NO.: FL-15036.10 SHEET 6 OF 70 0 D TYP. HEAD MASONRY & JAMBS OPENING a 2X BUCK z z aF ASTRAGAL AND MULLIONS SHOWN FOR _ REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT '. 1/4" _. EDGE ANCHOR ITW 1/4" 1 2' 4„ TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1-1/4" 3" 1-1/2" TAPCON WUVU 3L KCIN IN31ALLAIPUN NUICJ: 1. Maintain a minimum 518" edge distance, I"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 3" I 3p. MASONRY OPENING FRAME 2X BUCK-, ASTRAGAL STRIKE JAMB 2 L 63 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 rmmm DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) I I II I II I II SEE DETAIL II I TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N F TYP. SILL iI SEE DETAIL I I I I I I I I I o FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 2 63 L 64 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) LATCH & DEADBOLT DETAIL HINGE DETAIL ALE: N. T. S. c. By: JK IX. BY: LFS AM NO.: FL— 15036.70 IEET ] OF 10 7.5 3" 1 ZO z Z, C7 SEE DETAIL' V) vO z a 0 0 on z 0 zJzE . . , TYP. HEAD .0 MASONRY C', e 0 Q. JAMBS OPENING 28 Q E* '0 z 9 V 0 ASTRAGAL Nl Q1z" SHOWN FOR < FRAME TYP. REFERENCE ONLY Q: moo Co 0, tim QZ I ML, oIX13 LATCH & DEADBOLT DETAIL 0 N F TYP. I" 7Y SILL 9 12SEEDETAIL CO CO 10 V) W 0 HINGE JAMB Cr ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE DETAIL Masonry I X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors 65 66 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table; MIN. CLEARANCE MIN. CLEARANCEANCHORANCHORMIMI TO MASONRY::. TO ADJACENT. r, TYPE I SIZE ,EMBEDMENT EDGE. GATE: 02124112ANCHOR ITW 1 1 / 4" 1- 1 /4" 2" 4- 61 SCALE: N.T.S. TAPCONO VDErAIL 2 DETAIL 2 DETAIL I DETAIL I DWG BY; JK ITW 3' CHK. BY: LFS TAPCON a 3/16" 1-1/4" Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach astragal/surface bolt DRAWING NO.: strike plates to frameWOODSCREWINSTALLATIONNOTES: strike plate at the threshold strike plate at the threshold strike plates to frame as shown (Outswing) FL— 75036. 10 I. Maintain a minimum 518" edge distance, I end distance, & I o.c. spacing of (Inswing) (OuiswIng) as shown (Inswing) wood screws to prevent the splitting of wood. SHEET 8L_ OF _10 rnC-2 com ro I••••. J O N m N 1 W I I111 O N .. v ? , p Z U K m o Ey95. 25' N a. ,t S R r m 18. 88" 18.38" 20.63" 18.5 14.38" { o' g 0 C. Oc z cw 3`a OOO 313 TYP. o o 1 a N 13 TYP. TYP. 13 in 1g F=mCW o O 4. 5" 4.5' 122'm 3.25' 325. maO'0W" LQ mo NoWmwKasKOa 0.75' 0.75" cn 0o ZaN SEE NOTE I 3 — 0.06' Q as i i -- 0. 13. e v a ASTRAGAL DETAIL N 1 O o Z U NOTE: u OATE:02124112 z 0 SCALE: N. T.S. 1. THEASTRAGALBOLTHASA3" THROW AT THE TOP AND THE BOTTOM. DWG. BY: JK m GHK. BY. LFS 3 DRAWING NO.: N FL- 15036. 10 0 N SHEEP J OF 10 0 OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780J STEEL B 2X BUCK SG >= 0.55 WOOD 22 1/8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4"SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 24 1/4"INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC f 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 8 X 2-1 /2"PFH WOOD SCREW 1,15"MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X 2"PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR =SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .09T' THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL -SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDELITE TOP &BOTTOM RAIL COMP. 13 10 X 1-1 /2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X ,040" DIA. BRAD TRIM NAIL STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC bl IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 6-18 X 1-3/4"PFH SCREW STEEL 64 10 X 2-1/r' PFH SCREW STEEL 19 HEADER JAMB PINE SG >=0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL iij a; / N p: Jy n U)z O Wm 8 `En 6 mIY•• 6j. Q .uc o; n a M I/1 II111 1```` o 00 0 U N 9 0 p Z E E m o m U N P n 6 0 d eW d € cZ c ti JTa O <r2 O ww a g w W m o mJ 0 a a a a 12 mm W W 0 0NN do z W W O F 2.Ir --1 _%_ N I a a = o I--- 2.36" ----I i I- 4.63' HEAD 8 SIDE OUTSWING SIDELITE o a FBUMPFACETHRESHOLDLOWPROFILE ¢ 19 20 Jamb 2.59" 16 Spacer --- 2.15" o 4.56" I F--1.68" 12.14" - - { - I--1.68" I 5.75" m -{ z 1.69" - - I o 2.36" { WE:02124 12 SCALE: N. T.S. LO1P Dwc. BY: JK m L 0.53"--4 — r —i I--.53" 1 CHK. w: LFS 3 r DRAWING NO.: N 1 PLASTIC LIP LITE FRAME IS INSWING SIDELITE 26 PLASTIC LIP LITE FRAME SELF ADJUSTING SADD[f iHREHOLD FL-15036.10 0 39 HIGH WATER DAM THRESHOLD SMC Spacer PVC b 33 N SHEET 0 OF 1 0 BILL 1/2/2018 Florida Building Code Online BCIS Home Log In ' User Registration Hot Topics 1 Submit Surcharge ! Stats & Facts I Publications FBC Staff BCIS Site Map bProduct Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15332 R4 COI FLCOI.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online 1 - Date Approved 10/10/2017 FL # f Model, Number or Name Description 3 115332.1 i SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED - j Limits of Use Installation Instructions Approved for use in HVHZ: NoApproved R4 II 08-00500E.odf jvPre,,`' Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf1 I S C at b d e n it Pa Ya 15332.2 SERIES 426 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO XX 96"x80" NON- REINFORCED, 44 Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL153 32 R4 Ti 08 00117_498E.pdf-` rtr 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 510805D.pdf r= P RATINGS Created by Independent Third Party: Yes; It 4 A Ili vM`SGr Stri[t' d2V-A 1 J D"" IG tD"CfiC 4 - %4 "XXOb REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 i• j Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports t , i;.. Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.Ddf irNi-— -- _ NY- — f` 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96".' 3,. k REINFORCED s § [I Limits of Use= Installation Instructions• r° Approved for use in HVHZ: No FLIS332 R4 II08-02249C.bdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 f Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512969C.Ddf RATINGS Created by .Independent Third Party: Yes, REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.Ddf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD i its of UseInstallation Instructions proved for use in HVHZ: Nor FL15332 R4 II 08-00499E.Ddf proved 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.odf RATINGS Created by Independent Third Party: Yes t 7 ,. .,k vJ Al 4 ........ ..-_.-. . ._.._. _. _-.__.-._ r ..... ... ---.... .. ..... .......... ..... .......... _.. _____ ...... _.-....... _..... ................ 15332.7 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SERIES Limits of Use Installation Instructions xv j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15332 R4 II 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 j Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/A Other: Evaluation Reports V _ REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510808D.Ddf 15332.8 SERIES 430/440 ALUMINUM SGD. SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED I j Limits of Use. Installation Instructions- https://www. 1/5/2018 a Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf w 1 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 r ' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.Ddf P a, RATINGS Created by Independent Third Party: Yes t i 15332.9 j 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 i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 r The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Cj, 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 x electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis i 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 licens under Chapter 455, F.S., please click here . i• `"'.-, Product Approval Accepts: ao0 el;+cA 9F L Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg°/a3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED. TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP. PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. M DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVOONS REV DESCRIPTION DAZE APPROVED A ADDEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTINC 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 I REVISED INSTALLATIONDETAILS 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WESTSTREETRETZ. MPRKET sF?s 5D1SERIES420SGD X 80" NON —REINFORCED NOTES T 96" P DRANK; ORIP•• A 0. REY 08 98 E ItNIAI II? G`\\ Luis R. Lomas P.E. FL No_: 62514 s0Sc4uNTSDAE02/23/09 OF 10 L. ROBERTO LOADS P.E. 1a72 WOODFORD RD LEWISVILLE. NC 270,n 134-588-0009 rrlomas lrlama.vpa.com FI HI 6 MAX 95" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" I- DMAXC. 5" MAX 17' MAX- D.C.- O X 10" I IAX AME IGHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS #1 AND 82 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE., 48 112' x 79' 2. MAXIMUM D,L.O.: 44 SB"x 74 518' 6" MAX HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (PART#99-04-145) LOCATED 38 314' ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART 499-17-195) AT EACH END OF PANEL BOTTOM RAILS REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND AN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHARTv WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (psi Frame Single Panel and Total Frame Width (in) W, ght 30.0 36.0 420 48.0 7200 84.00 9Q00 ihft Pas Neg Pas Neg Pos Neg 40.0 48.2 40.0 43.4 40.0 AND CHART A2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (ps0 Frame Single Panel and Total Frame Width (in) Haight 30.0 36.0 420 480 id) 60.00 72.00 84.00 96.00 Pas I Neg Pas I Neg I pas I Neg I pas INeg 80.0 55.1 1 55.1 48.2 1 48.2 1 43.4 43.4 1 40.0 1 40.0 CHART N3 Number of anchor loco dons required Frame Single Panel and Total Frame Widtn (in) Height N) 30.0 36.0 42.0 48.0 60.0 72.0 84.0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 80.0 4 5 5 5 6 1 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION owG NO. F.A. 08-00498 NTS DAB 02/23/09 sNLET2 OF 10 L R09E87'0 LOMAS P.E. 7432 P,'OODFORO RO LEWISVILLE, NC 2, 073 434-668.0604 rllorn,T;)(lrbmasp+,CM1 SIGNED: 0612012017 IR I' LIO iir • D.251 ., x TAT E OF r_0,• c <u aEv 0R0t 'J E r7ifS10NA1_ 1 Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART N4 FOR NUMBER OF LOCATIONS REQUIRED 17" 6 MAX — —{ wMAX O.C. 6" MAX 17" MAX O.C. MAXMAX I FRAME HEIGHT 6" MAX SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RA TING IMPACTRATING SEE CHART #4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS #1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS 6" MAX NO TES: 1. MA04UM PANEL SIZE: 48 112'X 79' 2. MAXIMUM D.L.O.: 44 5/8" x 74 518" HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (PART #99-04-145) LOCATED 383/4. ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART #99-17-195) AT EACH END OF PANEL BOTTOM RAILS REVISl0N6 DESCRIPDOn DATE APPROVED ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R,L. ADDED FLANGE AND RN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L CHART#4 Number of anchor locations ragWrod Frenb 51,910 Panel and Total Una Width (a,) Ih lri 30.0 J8.01 4;,0 (QO N) 60.0 7Z0 81.0 96.0 MQS I Jamb 1 HQS Jamb HQS Jamb I HQS Jamb Q0.0 4 S 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 FIN ELEVATION DRAWN: OwC N0. F.A. 08—Ooa98 scuE NTS 1. 02/23/09 5 3 OF 10 L. ROOERTO LOWS P.E. 1432 WOODFORD RD LEMSVILLE, NC 2707J 43"W-0609 rlbrru Thlomaspu.com' SIGNED: 0612012017 CENS.o LP i o„6z6t •*= I TAT E OF a 0 RVD 0NAL1?G\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMSEE OR 2X BUCK BY OTHERS 1/4" MAX. SHIM f10 WOOD SPACE SCREW EXTERIOR 11 11 11 11 INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1 1/2"MIN. EDGE DISTANCE SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT MIN. STANCE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/t2 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R,L, REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 /4" MAX. SHIM SPACE f-1 INTERIOR 4._ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWD N0. F.A. 08-00498 c'LE NTS DAZE 02/23/09 SHEET4 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 14.6330609 rlbma rOi tr1om.>sPv.com SIGNED: 0612012017 J\ S` R1 l IL0/ GEMSF 9J% 47AfTEE OF O. Fy; FZORID;•G? ONAL/JillIE? Luis R. Lomas P.E. FL NO.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE MS OR DRILLING N ILL TO BE SET IN 1 BED OF kPPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /2" Mil EDGE DISTA t 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RE M14S REV DESCRIPnDH DATE I APPRCVM A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E I REVISED INSTALLATION DETAILS 06/20/17 I R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: Dwc ND. F.A. 08-00498 6"F NTS I DATE 02/23/09 1 SHEETS OF 10 L, ROBERTO LOMAS P.E. 1372 WOODFORD RD LEMSVILLE. NC Z70M 404-686-0609 irromaAvbinryFw.com SIGNED: 06/20/2017 VVGENSF9P 251. yc1aMST/AATE OF Luis R. Lomas P.E. FL No.: 62514 RENSION 1 1/2" MIN 1" MIN. REV DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 1C/29/13 R.L. C ADDED FLANGE AND nN INSTALLATIONS 12/06/13 R.L. 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07 30 15 R.L. e• .' EMBEDMENT / / CONCRETE/ ° •: E REVISED INSTALLATION DETAILSEMBEDMENT 06/20/t7 R.L. MASONRY '- BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1/4" MAX. 1X BUCK TO BE SHIM SPACE1" Q PROPERLY MIN. . INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/76" TAPCON 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEIMASONRY INSTALLA TION BY OTHERS SECURED SEE NOTE 3 SHEET 1 y 1 1/4" MIN. NOTES: EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,, NOT SHOWN FOR CLARITY. a' , . 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCOROANCE WITH ASTM E2112 SIGNED: 0612012017 2 7/8" MIN 1" MI". MI WINDOWS AND DOORS LLC 711111rUSEPARATIONEDGEDISTANCE 650 WEST MARKET STREET \\\S R• L pij VERTICAL CROSS SECTION GRATZ, PA 17030 CONCRE7EiMASONRYINSTALLATION SERIES 420 SGD *• p, 61 •k 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS ' 9 TAT OF DRAWN: DWC ND. REV < FCQRIQP' \ F.A. 08-00498 E // `SS " C" 1 scALE NTS DATE 02/23/09 sHELr6 OF 10 /dNAL10" L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 6251» 434-666.0609 dbma:(O IAtoW$p&. WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 0 FRAMING 2 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. DE DISTANCE 1 S/8" MIN. BEDMENT 1 3/8" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE T- 1 /2" MIN. EDGE DISTANCE SCRWOODSCREW N 10 WOOD —1INTERIORSCREWS TILL TO BE SET IN 4 BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE 9/4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L- INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DwD No. F.A. 08-00498 SD'1 NTS I DATE 02/23/09 1 SHEET OF 1 L ROBERTO LOMAS P.E. 1432 WOOOFORD RO LEWfSVlLLE, NC 2T023 434-666.0609 rAomas[µIrlauSW.cwn SIGNED: 0612012017 11F,f11`/ o4f i r • i/Jk O 6251 r r p ST(,ATI OF AlPFS; ORIOP•G'\ S/0NAL1k V Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN I BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2„ MIN. EDGE DISTANC I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPRMD A ADDED CHARTS 03/OS/t2 R.L. D REVISED PER NEW TESTING 10/29/13 F.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R,L.. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 95" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS aEv F.A. _ 08-00498 E O"F NTS °ATE 02/23/09 -EFTS OF 10 L. ROBERTO LOMAS P.E. I432 WOODFORD RD LEWISVILLE, NC 2, 023 43"86-0609 dfanasQpbm yl acom SIGNED: 0612012017 SG1E L F9P_ TTAATk OFri;rim ONA u\ G\ Luis R. Lomas P.E. FL No.: 62514 RNISIONS 1 1/2" MIN 1" MIN, I REV DESCRIPTIONDESCRIPTION APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. 1 1/4• MIN. D REVISED INSTALLATION DETAILS 07 ..0/t5 R.L. f/• a • °: ' • EMBEDMENT /' CONCRETE/ L 1 1/4" MIN. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY EMBEDMENT 1 /4" MAX, 8Y OTHERS SHIM SPACE OPTIONALww; T 1X BUCK t I _ 1/4" MAX. ' TO BE _ " • . SHIM SPACE PROPERLY 1I 1" SECURED J MIN. ' I INTERIOR SEE NOTE 3 EDGE SHEET i DISTANCE 3/16" TAPCON • a EXTERIOR INTERIOR MIN SEPARATION ; a 3/16" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY 3/16" TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEA4ASONRY INSTALLATION TO BE PROPERLY . MASONRY/ SECURED CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 4 - --1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE A. 1 1/4- MIN, DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED: 0612012017 J - MI WINDOWS AND DOORS LLC \1111I1Irlri, 650 WEST MARKET STREET `5 R• Lp ii 2 7/8" MIN 1" MIN. GRATZ, PA 17030 CENSFgS SEPARATION EDGE DISTANCE SERIES 420 SGO -*• 0 6 61 *' 96" X 80" NON -REINFORCED VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS Wv CONCAETE%MASONRY INSTALLATION TAT E O F ` DRAwR: Dwc ND. Rev i'P - <0 R10P • s NTS F.A. are 08-500498 E 02/23/09 9 OF 10 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEV ISVILLE, NC=7023 FL No.: 62514434-wa-0609 plornas@lrbmaspw.:om WOOD FRAMING BY OTHERS 1/4'" MAX I h SHIM SPACE ge wo00f3 SCREW INTERIOR 1 1/4" MIN, EMBEDMENT ILI I APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAL' T/ON METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4" MIN. EMBEDMENT WOOD FRAMING8WOOD BY OTHERS INTERIOR SCREW L I 1/4" MAX. HOOK STRIP 7/16" MIN EDGE DISTANCE EXTERIOR 1/2" MIN. EDGE DISTANCE REVISIONS D=RIPnON DATE APPROVED ADDED CHARTS 03/05/12 R,L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REMSEO INSTALLATION DETAILS 06/20/17 R.L. 1 5/8" MIN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP SHIM SPACE N10 SELF DRILLING T SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 1`2 2X BUCK OR WOOD FRAMING BY OTHERS TRIM — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. I EDGE DISTANCE 1 3/8" MIN. INTERIOR EMBEDMENT HOOK STRIP _ 10 WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING 1 1/4" MIN, EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAIYN: DWO N0. F.A. 08-00498 SCALE NTS JDATE 02/23/09 SNEET 10 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 2702 121589-0609 4=jr@kk,pe.co SIGNED: 0612012017 GENSF9iP p STATE OF REV Ct ''cGOR10P•? Luis R. Lomas P.E, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS. OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED W THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM, EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13, ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS A£VISIONS LRDI I DESCRIPTION I WE I APPROVED ' A ADDED FLANGE AND FIN INSTALLATION 12/10/13 I R.L. - B REVISED INSiALtAT10N DETAILS 08/03/15 R.L, C REVISED INSTALLATION DETAILS 06/21/17 F.L. SIGNED: 0612112017 AND OORS LLCMIWIN650DWESTMARKEWSTSTREET GRATZ, PA 17030 F - o &2fi1 t= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES TATE OF : O` FZORI?• \C'>,\\ DRAWN: DWG N0. PEV V. L. 08-02244 C SS - • ' ' ` i NALIE\\` Sw.E DABNTS 10/30/13 SHE' 1 OF 10 Luis R. Lomas P.E. L. ROBERTO LOraAS P.E. 1432 WOOOFORO RO LEWISVILLE, NC 27021 434-6D8-0609 nlomaspkl spN.c" FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX y. _ 17' MAX O.C. 6" MAX 6" MAX J 17" MAX / O.C. 96" MAX FRAME HEIGHT 6• MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS N7 AND A'2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 t12' x 95' 2. MAXIMUtA0.L.0.:44&S'x90518' HARDWARE SCHEDULE III FLAT MOUNTED HANDLE SET (99.04-145) AT 38 314- ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS PLUMINU N, 606346 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART xi WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Design pressure chart (ps0 Frema Singlo Pone; and Total Frame Walk (In) Height 3TO 36.0 420 4&0 In) 60.00 7200 8400 1 96.00 Pas TN-9 Pos Nog P05 Nog I Pos I Ng 84,0 40.0 58.4 40.0 50.9 40.0 15.7 a0.42:0 88.0 40.0 55.2 40.0 49.0 400 43.0 39.a 40.0 52.4 40.0 45.4 400 40.6 371 40.0 49.838.4 35. CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET i Design pressure chart (psi) Frame Singlo Panel and Lai Frame Width (in) Hoignl 30.0 3&0 420 44.0 In) 60.00 7200 84.00 96.00 Pos Neg Pos Nog Pos Neg Pos Nog 84,0 58.4 58.4 50.9 1 50.9 45.7 45.7 42.0 42.0 80.0 55.2 55.2 48.0 46.0 43.0 43.01 39.4 1 39.4 920 62.4 1 52.4 45.4 45A 40.8 40.6 1 37.t 1 37.7 9&0 49.8 49.8 43.1 1 43.7 38.4 1 38.4 1 35.0 1 35.0 HART Q9 Number or anchor locations required Frarre HolgM SnOle Panel and Total Frame Wlotn In) 3.0 36.0 42.0 48.0 In) 60.0 720 8L 96.0 H8S I 101116 I HZS I Jamb FIBS I Jamb H8S lamb 0 4 6 5 8 6 6 8 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 8 8 6 e 6 96.0 4 6 5 6 6 6 6 6 REVISIONS DESCRIPnOrr GATE APFROrED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V.L. L_ 08-02249 SC&E NTS DATE 10/30/13 S"EET2 OF 10 L. ROBEA70 LOrtaS P.E. 1432 WOODFORD RD LEWISVlLLE, NC 27Nn 434.688-0609 rtfamas(rv7rromaspv.com SIGNED: 0612112017 Iltl0 EKSF9P_ A:4TVATOF ;` i c<s • <0R1DT; •G\?\ ONA 41Ed\\ Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" WAX — I— 17 MAXL I I O.C. 6" MAX 17" MAX o,C. 96" MAX FRAME HEIGHT f 6" MAX 6- MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.OPSF NONE SEE CHARTS p1 AND a2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET(99-04-145) AT 38 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS UMINUM 6063•TS REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/133 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 1,2' x 95' 2. MAXIMUM D.L.O.: 44 S18', 90 5i8" CHART p4 Numbor or a abhor locations required Frafro Single Panol and Total Unit Width (in) HOignt n) 30.0 36.0 42.0 48.0 60.0 7ZO 84.0 96.0 H&S I Jamb H4S I Jamb H&S Jamb H&S I Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 9Z0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 w11V11JIv,, J•\ GENSF s SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61251/ *= 96" X 96" FIN ELEVATION TE OF : t DRAWN: DWL NO. REY iS DNALIE' V.L. 05-02249 C scALE NTS D`TE 10/30/13 s"E3 OF 10 L. ROOE-RTO LOMAS P.E. 141? WOODFORD RD LEWfSVILLE. NC27023 LU(S R. Lomas P.E. FL No.: 625t4434.686-0609 iffomasVllrlomaspa.cam MIN. 1E RCASIONS EDGE DISTANCED REV DESCRIPTION Dn1E APPROVED FIN I A ADDED FLANGE AND INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R,L. w00D FRAMING MENT C REVISED INSTALLATION DETAILS 06/21/17 R.L_ OR 2X BUCK BY OTHERS IN 10 WOOD SCREW 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGEEXTERIOREll 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN, cu" vuTANCE 10 WOOD '- SCREW EXTERIOR W000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC tuLll+ul 650 WEST MARKET STREET GRATZ, PA 17030 Nc' LO CEN9F9P SERIES 420 SGD REINFORCED WITHOUT ADAPTER a 5y51 x 96" X 96" FRAME INSTALLATION DETAILS TAT OF 01PAWN:cwlc- 22a9RC S ijsaNAL1E` T4 OF 10 L. ROBERTOLOMAS P.E. W32 WOODFORD RO LEWISVILLE. NC v= Luis R. Lomas P,E-. 434- -06D9 rllom s©frlomaapn,can FL No.: 62514 REVISIONS METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/4" MAX, 0 r SHIM SPACE 1 10 SMS OR SELF DRILLING SCREW EXTERIOR Il II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA TION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 F- 1/2" Mil EDGE DISTA J_ 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Ll DESCRIPPON DATE APPROYEO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 F.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTAL CATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 111tiIllnlr 650 WEST MARKET STREET GRATZ, PA 17030 5 R' L01 i y GEty, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" D 51 *` 4%c` FRAME INSTALLATION DETAILS TAT OF FEV jO FG0RI04.' DPAWN: OWO NO. V.L 08-02249 C G\\ 9cua NTS oarc 10/30/13 "EETS OF 10 II NAt0\ L. ROBERTO LOMAS P.E. 1472 YVOODFORD RD LEWrSVILLE. NO 27W3 LUIS R. Lomas P.E. 3a068-0609 ,nw si{apl(una,In,. FL No.: 62514 1 1/2" MIN 1• MIN. SEPARATION EDGE DISTANCE c 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS 14- MAX. SHIM SPACE OPTIONAL J 1x BUCK —T TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I I INTERIOR SILL 70 SET IN A BED OF J APPROVEDESEALANT 4. 1 1/4" MIN. n•" EMBEDMENT 1-72 7/B" MIN 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVF lON] DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 1/4" MIN EMBEDMENT I 1" 1/4" MAX I SHIM SPACE MIN. INTERIOR EDGE W".". DISTANCE a' 3' MIN a SEPARATION 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETE,MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC L1LUIl/I, 650 WEST MARKET STREET 5 R'. tO i GRATZ. PA 17030\CENS,9S r SERIES 420 SOD REINFORCED WITHOUT ADAPTER 0 51 *= 96" X 96" FRAME INSTALLATION DETAILS 6/r2 7oQ TAT 0 F DRAWN:FZORID?' V.L. sc'" DATE OS 02249 C/i/SNALNTS10/30/13 s"EET6 OF 10 111111LL L. ROSER70 L O.MAS P.E. 1432 WOODFORD RD LEWISVILLE. NC z702l' Luis R. Lomas P.E. 434_6M0609 "!--- FL No.: 62514 1/2" MIN. r EDGE DISTANCE WOOD FRAMING I 1 3%8" MIN. O! EMBEDMENTR2XBUCK BY OTHERS 1 /4" MAX, SHIM SPACE f10 WOOD SCREWS EXTERIOR L LJ (Lf f INTERIOR TO BE SET IN D OF OVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS CESCRIPTION GATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 Rl_ REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC w11111rrlrr 650 WEST MARKET STREET R. L 1j//iceGRATZ. 'PA 17030 S CENSc 9'p SERIES 420 SGD REINFORCED WITHOUT ADAPTER ic• 0 T-O 96" X FLANGE INSTALLATION DETAILSTIO SDRAWN: DWG NO. RLV COR10P;• \\ V.L. sCi,LE 08-02249 NTS 0A7E 10/30/13 "ET7 OF 10 L.ROSERTOLOMASRE. 1 ay WOODFORO RO LEWISVILLE. NC 270: 7 LUIS R. Lomas P.E. 94-63S-0609 rfbrnd.", fl,,J n SPe,C FL No.: 62514 1/2" MIN. EDGE DISTANCE I METAL g STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 10 1/2- MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RMS1014S REY DESCRIPMN GATE APPROVED A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R,L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 J S!t'.;O i SERIES 420 SGD REINFORCED WITHOUT ADAPTER p, 6261 ,l 9V X 96•1 r FLANGE INSTALLATION DETAILS p4TAT` DRAWN: OWC N0. RED' O;" A<OR10P• V.L. 08-02249 C i S' s ONAEIEN sc NTS DATE 10/30/13 --8 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 270'J' LU15 R. Lomas P.E. 4346884609 dla Sgti/omj.p,.mm FL No.: 62514 1 1'/2" MIN. 1" MIN. REVISIONS SEPARATION '— EDGE DISTANCE REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4" MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L. CONCRETE ° ° EMBEDMENT MASONRY _ 1 1/4" MIN. EMBEDMENT BY OTHERS 1/4' MAX. OPTIONAL __ SHIM SPACE 1X BUCK - TO BE 7 1/4" MAX. PROPERLY d SHIM SPACESECURED - INTERIOR SEE NOTE 3 MESHEET1 DISTv 3/16' TAPCON — JEXTERIORINTERIORMSEPAll SILL TO BE SET IN 'o A BED APPROVED SEALANT 3/16" TAPCON EXTERIOR 3/16•' TAPCON CONCRETE/MASONRY JAMB INSTALLATION DETAIL MASONRY BY OTHERS CONCFETE'MASQNRYINSTALLATIDN CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1 i /4" MIN. NOT SHOWN FOR CLARITY. EMBEDMENT 2.PER/METER AND JOINT SEALANT BY OTHERS TO BE e DESIGNED IN ACCORDANCE WITH ASTM F2112 SIGNED: 06/21/2017 2 7/8" MIN. 1" MIN. MI WINDOWS AND DOORS LLC `luulrrr, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `;NS R'. LO i VERTICAL CROSS SECTION GRATZ, PA 17030 .LNG E N q CONCRETEAMASONRYINSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER —*• o,.b 51 •*= 96" X 961, = 51r = FLANGE INSTALLATION DETAILS TgTE OF DRAWN:DWC ccS`• RCLvV.L. 8 svE• •. G R10 P. .GOF10 is NALtEa N L. ROBERTO LOMAS P.E, 1492 WOODFORD RD LEWIS VtLLE. NO 27023 Luis R. LoTos P.E. 49d$98-0609 momaspmonu,•pn.com FL No.: 62514 WOOD FRAMING { 1/4" MAX BY OTHERS r SHIM SPACE 1 1/4" MIN, EMBEDMENT v I APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR I Ll EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN, EMBEDMENT WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALL ATICN FOR SILL INSTALLATION SEE SHEETS 4-9. INTERIOR TRIM REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 k.L 1 5/8" MIN, EDGE DIST. a TRIM n INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS HOOK 1X BUCK BY OTHERS, STRIP -/ 1X BUCK To BE PROPERLY SECURED 3/16" EXTERIOR J ---I_ PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY,'CONCRETE 1/2" MIN. METAL STRUCTURE EDGE BY OTHERS 1/2" MIN. DISTANCE r EDGE DISTANCE TRIM INTERIORI13/8" MIN. EMBEDMENT HOOK STRIP HOOK STRIP - y10 SELF DRILLING SCREW WOOD PANELaSCRSCREWEXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCKANOOD FRAMING SIGNED: 0612712017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 5 R'. LO.Ai GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61 * = All TATE 96" X 96, NAILFIN & HOOK IMSTALLATION DETAILS ONOTES: D OF 1. --RAND EXTERIOR FINISHES, BY OTHERS, N; DRAWDWC NO. ReV V. L. i F O R 1 P • ' S • • G NOTSHOWNFORCLARITY. 2PERIMETER ANDJOWTSEALANT 08-02249 C SCAEE a` 4ONAI.+ E\\ BYOTHERS TOBE DESIGNEDINACCORDANCEWITH ASTM E2112 NTS 10/30/13 41 T10 OF 10 L. ROSERTO LOMA3 P. E. I— WOODFORD RD LEWISVILLE. NC27027 Luis R. Lomos P.E. 434-6M-0609 illomas N l lwn ypn.ccm FL NO.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL• EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO — OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. SHEET NO, 1 NOTES 2 ELEVATION 3 — 9 INSTALLATI TABLE OF CONTENTS DESCRIPTION DETAILS RE't1510NS DMFOPPON DATC APPROVED A ADDED CHARTS 03/06/12 R.L. 0 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/O6/13 R.L. ' D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC\\\111R 650 WEST MARKET STREET r'. 04f i GRATZ. PA 17030 J \ GENSFgS Z 0 6251SERIES430SGO 143" X 80" NON REINFORCED OFNOTES1TAT OT`( 'C • ` DRAWN: DWG N0. REV F.A. 08-500 02 E iijsS pNA 11 G\`\ Luis R. Lomas P.E. FL No.: 62514 NTS oArt 02/23/09 1 OF 911111 L. AOBERTO LOADS P.E. 1432 W000FORD RD LEWISVILLE, AlC 27020 m. 434-MB-0609 ljSODU:omasc =. 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX _ 1 O.C. _ 6' MAXO.C. 6' MAX T- L 17" MAX 80" O.C. MAX RAME !- EIGHT L j 6" MAX f X X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING y IMPACT RATING t40.OPSF NONE SEE CHARTS a1 AND 02 FOR OTHER UNITS RATINGS NOTES: 7, MAXIMUM PANEL SIZE: 48 I/2' x 79' MAXIMUM O L.O.: 44 314' x 74 XS' HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS RLASIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. CHART tt f WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET T Design pressure chart (psfl Frame Single Panel and Total Frama Width (in) Height 30.0 36.0 42.0 47.7 in) 90.00 108.00 126.00 143.00 Pos Neg Pos Meg Pos Neg Pos Neg 80.0 a0.0 5a.9 40.0 I a8.0 Ia0.0 43.2 a0.0 ao.0 CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (psf) Frame Single Panel and Total Frame Width (in)- Height 30.0 36.0 42.0 47.7 in) 90.00 108.00 126.00 143.00 Pos Neg Pos Neg Pos I nag Pos Nog 80.0 54.9 1 54.9 48.0 1 48.0 43.2 1 43.2 40.0 1 40.0 CHART a3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height in) 30.0 36.0 _ 420 47.7 90.0 108.0 126.0 143.0 H&S I Jamb H&S Jamb H&S Jamb H&S I Jamb 80.0 6 5 7 5 8 5 9 5 F.A. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION 08-00502 sr NTS (DATE 02/23/09 1-ET 2 OF 9 1 L. ROBFRTO LOMAS P.E. 1422 WOODFORD RO LEWISVILLE. NC 27023 414-CM-0009 r0omas lr-spe.com SIGNED: 0612212017 ll hlllC/0 c E N sF 9s' r7aTATE bF 0 4r F'. ORIOP• 2 9S/ OINA . \\ S'' Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN. EDGE DISTANCE DESCRIPTION DATE APPROVED ADDED CHARTS 03/OB/12 R,L. REVISED PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8' MIN, PD ADDED FLANGE INSTALLATIONS 12/06/13 F.L. OR 2X SUCK EMBEMEN7 REVISED INSTALLATION DETAILS 08/05/15 R,L. BY OTHERSREVISED INSTALLATION DETAILS 06/22/17 R.L MAX. SHIM 10 WOOD SPACE SCREW 7 3/8" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPACE 2 INTERIOR EDGE DISTANCE EXTERIOR INTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW VENT WOOD FRAMING OR 2X BUCK BY OTHERS CYV[ UIJ IMIVI.[ VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FIN/SHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: N0. DWO F.A. 08-00502 GALE NITS °ATE 02/23/09 1 sm-3 OF 9 L ROBEAi O LOIAAS P.E. 1-U2 WOODFORD AD LEWISOLLE, NC 27029 3a66d-0609 rNomas lrlornsa'An.com SIGNED: 0612212017 Ri I to GENS 9s STAe'ToS 00FFc E SlONAO1 \N' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1(2" DISTMIN EDGE ANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 / 4" MAX. SHIM SPACE 4S OR RILLING L TO BE SET IN BED OF APPROVED 4LANT REVISIONS RN DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/ 4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE 1/ 2" MIN. EDGE DISTANCE INTERIOR Ij 10 SMS OR SELF DRILLING 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 SGD 143" x SO- NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F. A. 08-00502 so' LE NTS IDATE 02/23/09 —4 OF 9 L. R06ERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 0a- 6BS-0,09 rgomasf0 lrrpmavpn.carr SIGNED: 0612212017 1L 0'y // CENSF 9J Z61 ST/ AAT'e OF :` O . IONALI0lG\\\ 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 MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. _ 1" MIN, SEPARATION EDGE DISTANCE e 1 1/4" MIN. d EMBEDMENT i 1/4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE DISTANCE . a a 3" MIN. SEPARATION 3/16- TAPCON ' SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN, EMBEDMENT 2 7/8" MIN, I 1" MIN. SEPARATION r EDGE DISTANCE VERTICAL CROSS SECTION CONCRETErMASONRY INSTALLATION 1/4- MAX. SHIM SPACEF REVISIONS REY OESCRIPTION WTE 0"0 A ADDED CHARTS 03/06/12 R.L- 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/0S/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR EXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEiMASONRY INSTALLA TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 7. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 ttlfllllu,,, S R• Lpy i GENSc 9s 1 SERIES 430 SODcy j 143" x BO" NON REINFORCED x rn= FRAME INSTALLATION DETAILS q3-, STATE OF jOCKC AZ ORtOF • \'' YYS//, NAIlll1ti C\\ DRAWN: WGONO. 08- 0050 REv E NTS DATE 02/2— sHr r52 OF 9 L ROBERrO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC27023 r434-688 0609 rlloma @j(fa spQ. Luis R. Lomas P.E. FL No62514 1 /2" MIN. EDGE DISTANCE 1 3/8MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1 / 4" MAX. SHIM y10 R SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I L I 11 11. 11 INTERIOR CVVC VIJIf11Vl,C VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN. BENT REVISIONS REV DESCAIPTION DATE APPROVED A ADDED Cr%RTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 1G/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 3/ 8" MIN. 1/4" MAX. E I REVISED INSTALLATION DETAILS 06/22/17 R,L EMBEDMENT SHIM SPACE T 1/ 2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW f EXTERIOR D 1[:::M WOOD FRAMING JAMB INSTALLATION DETAIL OR 2XBUCKBYOTHERS 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 DRAWN: DWO NO. F.A. OS-00502 s- NTS DA- 02/23/09 --6 OF 9 L. ROBERTO LOMAS P.E. I4 32 WDODFOROAD LEWISVILLE, HD 27023 134-"8- 0000 rtlomasg+Nlamarpo.com SIGNED: 0612212017 N\5yLR117Lr0' 40TATE OF i i sRZ Q R lOP •G t'` LuisR. Lomas P.E. FL No.: 62514 RCIASION:: 1/2' MIN, REV DESCRIPTION DATE APPROVED EDGE DISTANCE I A ADDED CHARTS 03/06/12 R.L. METAL If 8 REVISED PER NEW TESTING 10/15/13 R.L. STRUCTURE C ADDED FLANGE INSTALLATIONS 12/06/13 F.L. BY OTHERS 1/4" MAX. SHIM SPACE D REVISED INSTALLATION DETAILS 08/05/15 R.L. f 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. i SHIM SPACE t/2" 10 SMS OR EDGE INTERIOR SELF DRILLING DISTANCE SCREW1 EXTERIOR 11 11 11 11 11 11 INTERIOR L TO BE SET IN 3ED OF APPROVED kiANT 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 JJ10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAA48 INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DING NO. —_— F.A. 08-00502 NTS 02/23/09Is'-7 OF 9 L. ROBERTO LOMAS P.E. Ii32 WOODFORD RD LE WISVILLE. NC 27023 434-636-0509 illo=s0l'I mi>pamm SIGNED: 0612212017 5 1Rt I I f10 4VGEN9F 9J ram~ 5TTAATTr= OO,F,s O'. F 0RiDF Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS c 1 1/4" MIN, a. EMBEDMENT n OPTIONAL 1X BUCK TO BE PROPERLY I SECURED 1/4- MAX SEE NOTE 3 SHIM SPACE SHEET 1 F3/16" TAPCON EXTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. ` EDGE o DISTANCE .! - 3" MIN. SEPARATION ` •. 3/16" TAPCON 3/16" TAPCON SELL TO BE SET IN a + A BED OF APPROVED ' SEALANT - .. . CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS MIN. EMBEDMENT Y d'. • INTERIOR I 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE7M.ASONRY INSTALLATION 1/4" MAX. SHIM SPACE RLYlSI0N5 RN DESCRIPnON A ADDEO CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS E REVISED INSTALLATION DETAILS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWC NO. F.A. 08-00502 K" NTS I DATE 02/23/09 --8 OF 9 L ROBERTO LOMAS P.E. f a92 WOODFORD RD LEWISVILLE. NC 27G23 9a-d.9d-0609 rtlom.u 4roma5pv.com DATE APPROVED 03/06/12 R.L, 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L SIGNED: 0612212017 41 TATE OF 0;. REV F•. COR10h • Luis R. Lomas P.E. FL No.: 62514 REASONS REV OESCRPnON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 5/8- MIN, C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EDGE DIST. 0 REVISED 1NSTALIATlON DETAILS 00/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRIM d ' d 1 1/4" MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE METAL STRUCTURE 1/2" MIN. PROPERLY SECURED BY OTHERS EDGE DISTANCE 3/ 16- TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP SCR SELF DRILLING SCREW 1/2^ MIN EDGE DISTANCE PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDDMENT L. NOTES: HOOK STRIP J' L INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 10 WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW SIGNED: 0612212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET R' L O?i 2X HLCKNVOOD FRAMING GRATZ, PA 17030•\'G No E N s,'9s1, SERIES 430 SGD 143" x 80" NON REINFORCED 0 51 ` HOOK INSTALLATION DETAILS A TATE" OF .\ DRAWN: DWO ND. Rc^1 'F•FLOR1aP• F.A. 08-00502 E //SS/ONAt fcX srxE NTS DATE 02/23/09 s"FET 9 OF 9 Y1111111110 L L. R09ERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE. NC27023 LUIS R. Lomas P.E. 434-686-0609 rlloma: pwomas/w.com FL No.: 6251 4 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD_. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6053—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM LS REQUIRED FOR THIS PRODUCT IN WIND 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 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/5- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH i" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER), D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-75 .048• THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 7 I NOTES 2 ELEVATION 3 — 9 1 INSTALLATION DETAILS REVISIONS I DESCRIPTION I DATE I APPROVEO 1 A ADDEO CHARTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVtSED INSTALLATION DETAILS OB/OS/i5 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 J S L'. LOy/i// i- 0 51 * — SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES cc oO:- TA7 OF i F`S.c10RlQT: Cow DRAWN; DWC RevNl> F.A. 8-00503SCALEE DATENTS 02/23sNEEr 1 OF 9 Luis R. Lomas P.E. L ROSER rO LOADS P,E. IY?2 WOODFORD RD LEWISVIl,UE, NC 27029 13tL8t1-a0p9 .nwus('ramaspe.com FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAXMAXH-^- - 6" MAX I i O.C. 6" MAX I _ 17" MAX O.C. 96" Ti MAX FRAME HEIGHT 6"' MAX X i SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS X I AND 02 FOR OTHER UNITS RATINGS NOTES: 1, MAX(MUMPANEL SIZE. 481/2'x 95' 2. MAXIMUM D.L.O.: 44 314' x 90 516- HARDWARE SCHEDULE - FLAT MOUNTED HAN OLE SET (99-04-145) AT 37 314. ON CE NTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS UMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS UMINUM 6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK CHARTp1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHFFT 1 RMS40NS REV DESCRWTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L, 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS O6/22/17 R.L. Design presaure chart (pst) Frane FlcigDl Singh A4nol and Total Frans Wdtn (N) JD,O 36.0 42,0 47,7 108.00 126.00 143,00 Pos Nag Pos Nog Pas Nag Pos I Nag 14,0 41.1 60.0 40.0 57.9 a9.0 0 48.0 88,0 40.0 80.0 40.0 54.6 4U.0 ad.0 45.0 920 40.0 59.6 40.0 51.7 40.0 0 42.3 96.0 40.0 56.6 40.0 49.0 40,0 43.7440A 40.0 CHARTOZ WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTF 9 SI4FF7'1 Design pressure chart (psf) Frame Sln910 Panel and Total Fro mo W4th (h) Hl m 30.0 3&0 420 47.7 In) 90.00 10&00 f26.00 143.00 Po Nag Pos Nog Pos Nog Pas Nog 84.0 60.0 60.0 57.9 57.9 62.0 52.0 48.0 40.0 88.0 60.0 B0.0 5a.8 54.6 48.9 a8.9 45.0 45.29ZO59,6 a 1 51.7 1 51.7 46.1 46.1 1 42.3 42396.0 56.6 I 56.ti 1 49.0 1 49-0 43.1 43.7 1 40.0 40-0 rNARr 4. 4 Numb- Ora -char locatlonsro0ufrad Frame Single Panel and Total Fratru Wdth (in) Holght J0.0 36.0 42.0 47,7 iN) 90.0 108.0 126.0 143.0 H4S I JemD I H6S I Jamb N64i Jamb H&S IJA.b 80.0 6 1 6 1 7 1 g 8 6 9 6 88.0 7 6 7 6 8 6 9 6 920 7 61 7 g g g y 6 96.0 7 6 1 7 6 8 6 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. DWIG N,0, NTS O L ROSERTO LOMAS P, E. 1432 WOODFORD RO LEWI6VJtLE, NC 27023 4J4-CdS-0609 taoO . C41(IOrna po. SIGNED: 0612212017 i GENS 9iP i AST/ANTE OF :u ALuis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE MIN. WOOD FRAMING OR 2X BUCK MINT BY OTHERS 1 3/8" MIN. EMBEDMENT 10 WOOD. MIN. SCREW:WVSHIM EEDGE DISTANCE 10 WOOD SCREW OD FRAMING CR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR wvc vi ini..c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. v1ENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVISION$ REV DESCRPTDN WTE APPROVED A ADDED CHARTS 03/06/12 R.L. D REVISED PER NEW TESTING 1c/ls/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR 13 ca EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612212017 iv{I WINDOWS`LC 650 MARKET STREET 5114 111 0 GRATZ, PA 17030 yVCENS qS SERIES 430/440 XIX SGD F• 0 61 x= 143" x 96" REINFORCED FRAME INSTALLATION DETAILS p TATE 0' F DRAWN: DWG NO. REv i0.P• R \ DRIO;'•\'C\\ F.A. SCALE DA e 08-00503 E S v \ K!Sj0NAL4E\ N75 02/23/09 ST3 OF 9 L. ROSERrOLOMAS P.E. 1a32 WOODFORD RD LEWISVILI..E, NC 27027 LUIS R. Lomas P, E. 3r-6d3-OW9 nlomasC^ltrromaepe.mm FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOrES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. I SHIM SPACE 1/2" MIN. AS OR EDGE DISTANCE INTERIOR 1RILLING I w JIO SMS OR SELF DRILLING SCREWS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CWTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 P..L. n TO BE SET IN 3LA OF APPROVED LANT METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRA": OwG n0. F.A. 08-00503 C.L` NTS ° TE 02/23/09 1 s"EET4 OF 9 L. ROBERTO LOMAS P.E. 1332 WOODFORD RD LEWISVILLE. NC 27023 a34-638-0009 rllam.sf[0IrlomOaP ,— SIGNED: 0612212017 10 v• NCENSFgS 51 •1t TATE OF : ti5= O •. . 4 Z7 CD ONAL1' ?\,, Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1 /2" MIN. 1 " MIN, SEPARATION EDGE DISTANCE d 1 1/4" MIN, EMBEDMENT f- 1/4" MAX. SHIM SPACE EXTERIOR 3/16" TAPCON INTERIOR 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 2 7/8" MIN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1/4" MAX. SHIM SPACE OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RMSIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWC 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/08/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS 70 BE DESIGNED IN ACCORDANCE WITH ASTM E21 !2 SIGNED: 0612212017 MI WINDOWS650 WET MARKET AND DOORS .C STREET GRATZ, PA 17030 O E N ic• p 51 U' SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS TATE OF zz c ORIO?• : e c4 • • .. • NG\'z YYiTT1111111 EI V DRAWN; F.A. DN'G NO, 08-00503 REV E suu NTS DATE 02/23/09 SNEET5 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27027 434-0 ",;09 rlmmast91rtoma:pa.wm Luis R. Loma. P.E. FL No.: 62514 RMSIONS 1/2" MIN. REV DESCRIPTION DATE I APPROVEDEDGEDISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8" MIN. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D 2X BUINGCK EMBEDMENT D REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1 3/8" MIN, 1/4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/4" EMBEDMENT SHIM SPACE7MAX. SHIM -- r-- SPACE INTERIOR U1/2" MIN, 10 WOOD EDGE DISTANCE SCREW L. D EXTERIOR INTERIOR 10 WOOD t I SCREW f110 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT OD FRAMING E EXTERIOR OR 2X BUCK BY OTHERS `— w00D FRAMING JAMB INSTALLATION DETAIL L OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2" MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; I, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM 62112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 X1X SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN; pWL NO. F.A. 08-00503 SCu NTS I DATE 02/23/09 1 SHEET6 OF 9 L. ROBEERTO LOMAS P.E. 1432 WOODFORD RO LEWISVILLE. NO 2702.7 32.6N9-0409 rnalna9pt AfomyVPu,com SIGNED: 0612212017 v,•VGENSF gaP c fr:'o,b 51'. yr. 0. STrAAf OF INAL1E? Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS Ch 7 ttilClYf . cnlvn 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M E2112 1/2" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE i OR 1/2^ LLING MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1 /4" MAX. rSHIM SPACE REWSIONS REV OESCRiPtION DATE MPRCVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAIL.; 06/05/75 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWC N0. F.A. 08-00503 scALE NTS °ATE 02/23/09 ShE-7 OF 9 L. ROSER70 LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-608•0609 RIOmdSQ+hlomfl9pv.COm SIGNED: 0612212017 E 1v 4 95 TrAxTE OF : ` ii S F 0R10Q' •Gg p' ONIACI \ Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a i 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY B SECURED 1/4" MAX. E NOTE 3 SHIM SPACE SHEET 1 3/16• TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° INTERIOR 3" 9 MIN_ SEPARATION Li I 3/16" TAPCON SILL TO BE SET IN ° • EXTERIOR A BED OF APPROVED SEALANT OPTIONAL 1X BUCK CONCRETE/MASONRY TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 1 1/4" MIN. EMBEDMENT n 77/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION REMSIONS REV DESCRIPTION GATE MPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. n UNA =MGi z illl I J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARfTY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTIJ E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: owc ND. Fr A08-00503 TS — 02/23/09 S"ELTB OF 9 L. RO8ERTO LOMAS P.E. 1d. 32 WOODFORO RD LEWISVl4.4Z NC 27027 434- 69S-0609 rllorrusQlrlom tap,:.prn SIGNED: 06/22/2017 7 R41 I tL/0 //' i v•. C,ENS-9iP - TTA rTkkEOF Luis R. Lamas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP - 1 1/4" MIN. EMBEDMENT I FUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/1.) R.L ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE 10 SELF GRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT 1 HOOK STRIP -- I_____ S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKMOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRAWN: DWC N0. F.A. 08-00503 NTS °ATE 02/23/09 SHEET9 OF 9 L. RORERTO LOMA$ P.E. 7J32 WOODFORD RD LEWISNLLE. NG 27023 J0J-6IM-0600 rdomasptrtomadpd.cnm SIGNED: 0612212017 0I,1VI11/ 0 OF T O R Luis R. Lomas P.E. FL No.: 62514 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 8S0) 475-6197 Mark_Garon@Overheaddoor.com Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Gamn@Overheaddoor,com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-4671B Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 Equiv WD2017-OO1R2 Evaluation Renort - FL 9174,PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL9174 R12 II 0228-318958-P8 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.odf Verified By: Gordon Thomas FLORIDA PE 467A Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 II 0229-318959-P9 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0230-318960-P10 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0231-318996-P6 S,odf FL9174 R12 II 307494 Pit Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.ndf 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 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-1`6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.pdf 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 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 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. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18,50/-20.70 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. 9174.9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 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: Installation Instructions FL9174 R12 I1 0235-319023-P7 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 319040 P1 Post Ista"li Instructions signed pdf FL9174 R12 II 324620 P1.6 Jamb Connection Supo signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0232-318999-P6 S.odf FL9174 R12 II 307494 Pll Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo signed.pdr Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL91.74 R12 11 0233-319000-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 4671B 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. B' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0236-319024-P7 S.odf FL9174 R12 1I 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 PI Post Istall Instructions signed.odf FL9174 R12 II 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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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.pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 Pi Post Istall Instructions sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.ocif Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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 If 0600-319026-P5 S.odf FL9174 R12 II 307494 1311 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sipned.odf Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 91.74.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 II 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sinned odf Impact Resistant: Yes FL9174 R12 fI 324620 P16 Jamb Connection Supp signed pdf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by. independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed od_f Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supo signed pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 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. 16' Max width. 10' Max height, Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Sum) signed pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Part: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf Impact Resistant: Yes FL9174 R12 IT 319040 PI Post Istall Instructions signed pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 1 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdf Design Pressure: +15,30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.odfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDp sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39,20/-43.70 Other: 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 II 0609-319035-P6 S.odf FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SuoD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174 PDF Created Ly•IndependentThird Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yesdoor. 9174,20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0607-319033-136 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track SupDlement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 mail. If you have any questions, please contact 850.487.139S, -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used For official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChctk 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 EVAL UATIOIN REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 Introduction/ Scope oN °- T/Y, ""/% EN8F !Lj9 No. 4&718 Of 0 '• STATE OF <C/ Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174, The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. ll. 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 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute thetpaper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size W x H) 9' x 8'-9" 16' x 8'4' 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 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 FL 9174.E FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x814" 18'x8' 18`x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-136 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table I — Doors under Evaluation O¢ N DSFyO'' Na. 46718 '• c1t'7 ln 57A7f OF ORIRA,. 2 A L rrillltiti f4.r, - , .. FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9406 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.34 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 ,,,\ Q- Impact Rating No Yes No No Yes : o' Table I — Doors under Evaluation yyyy111117!//// No_ 46t is 0 3Q ' STATE OF P FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.901 Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-105 319033-P6 Impact No No Yes No No Rating Table 1D — Doors under Evaluation C. Conclusion LOR\Q s/0NA y\\ y LkUl 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 5t" Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FIr PE # 46718 NRL5L 1. NON -IMPACT RESISTANT GLAZING OPTON - .090" MINIMUM SSB GLAZING IN 14OLUEU FRANES SCREWED 13 CA HOR17 ANGLE TOGETHER WITH A MINIMUM OF (6) J8x1' SCREWS ItTSTAUZD IN TOP OR INTERMEDIATE SECTION (MATH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS GRAVING. GLAZING 13 GA FLAG ANCLE- SHALL HAVEA MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 16.75'. 01 IS NOT IMPACT 16 GA MIN HORI2- RESISTANT AND DOES NOT MEET ME REQUIREMENTS FOR TRACK WIND-BORNE DEBRIS REGIONS 5/16xl-5/6'- 2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAG SCREWS RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP MIN 3 AS OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE SHOWN) NSERTS). GLAZING SHALL BE 1/4' MAKHO ON -AR 16 GA MIN VERT- POLYCARSONATE CR EQUAL. GLAZING SHALL HAVE A AAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF TRACK SO.06'. GCA2ING IB IMPACT RESISTANT AND DOES MEET THE REGLAREMENTS FOR WINO -BORNE DEBRIS REGIONS, 5/16x1-5/B' LAG - SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. SCREW AT EACH GLAZED SECTION REWIRES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHE,) TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G SHEET 2), 18 GA J-STRUT SCREWED TO LOWER 1/4-20x9/16' TRACK- NTEGRA- RIB OF SECTION AND OPERATOR STILE TO RE BOLT AND 1/4-20 HEX FACTORY N5TALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH JD JAMB 1/4-14x7/8' SELF DRILLING CRIMPT17E SCREW TO ATTACH BRACKET LOCATION THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6- O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MNIMuM 7/16- TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REOUIREO- S. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN 15 GA STIFFENED, JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELDULE FOR BONDED TO 30 GA MINIMUM FACER STEEL AND A QUANITY, LOCATION, POLYLAMINATE BACKER, OR 32 GA STEEL BACKER. END AND TYPE CAP TO HAVE A MINIMUM 1.1' DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK - ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDING QR OFREQUIREDW11HOPERATOR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING SEE NOTE SLIDE CODES FOR THE LOADS LISTED ON THIS DRAWING. LOCK SHOWN FOR 7. DOOR JAMB TO BE MINIMUM ZX6 STRUCTURAL GRADE CLARITY LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR 7NOTE- (4b SECTION SOLIDATTACHMENTTOSUPPORTINGSTRUCTURE. DOOR 3R WN. SEE SHEET 2 FOR U-BAR LOCATIONS B. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED DN DOORS WITH OTHER FRAMES SCREWED TOGETHER WTH A MINIMUM OF (6) SECTION QUANTITIES AND 8x1' SCREWS INSTALLED IN THE 007TOM SECTION. SEE NOTES T AND 2 ON THIS SHEET FOR GWJN. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. OPTIONS. LOUVERED SECTION REQUIRES E TO BIRESOPERATORSTILE SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAXDOORWIDTH DOORDOOR UNIFORM LOAD EACH JAMB (PLF) I6'-9' ALL 207.2/-230.4 le-O- ALL t8L3/--201.6 12'-0' ALL 155.4/-172.8 101 ALL 1295/-144.0 YYYY L71111f If/fA L.4CENS 7L i NO. 77945 • S C7•. STATE OF GQUPT OxAi1[BRIAi. PE 4676 COUNTY ROAD 160 FL IW 5 IO P] 4IN P. 11 0 PROM9RAL INCHEER5 5EIL PRO AEO ONLY FOR WiRIDCA00:1 OF WWDLOAO CIN6PNCRON OETAll9. SEE U- BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP P4 CHANGES TO GENERAL FORMAT AND CHANGED DOOR U- BAR FASTENER TYPE AT ENO CAPS AND BOTTOM RETAINER. CHANCED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. DRT 3/ 8/06 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE ANDCLARIFIEDNUMBER OF FASTENERS ARE CENTER LANCES REQUIRES FOR NARROWERDOOR DOOR YA07H5. MRS 5/ 10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE B TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRIT 6/ 6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LRR TRACK DETAIL SHEET 2 CRT 4/ 17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE. INCREASED MAX HEIGHT CRT 7/ 22/08 P9 UPDATED TITLE CRT 0/ 26/10 PIC ER31526 ADDED 9605, AND NOTE- (5) CENTER HINGES PER JOINT BACKER NOTES REQUIRED OR ODOR WIDTHS GREATER THAN ESC 5/23/2017 3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 1T-O'- JAMB BRACKET SCHEDULE DOOR HEIGHT NO, OF BECKONS BRACKETSBEACH JAMB) TRACK BRA NETS MEASURED FROM BOTTOM TYPE OF TRACK (ALL DIMENSIONS 4 2") 7-0' 4 6 QI 13' QI), 25-T/2' (JD), 34' (JB), 45-1/4" (01), 63' JB T-0" 4 6 FAT " (JB), 21-3/4" (JB), 29-3/4" (JB), 42- (JB), 63-1/4" (.8) 8-0" 5 8 QI JB , 13 ql 23 JB . J4 JB), 47-1 6 O). 5B" JB), 67- ql , 75" J0 JB), 29- 3/4' (J8 , 49 {,IB)• 57-1/4 (JB), 66 (J8), 75-1/2' (JB} B -0' ICH 11FT ROOF PITCH SEE NOTE BELOW FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/I6' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WTH RICH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS I APPROVED SIZES ISO Wayne DESIGN ( PSF): +25.901 1 MAX HIOTH: 16'-0" 7L- TEST ( PSF): +38.B5 -43.20 MAX HEIGHT: B'-9" OR 0 GDa«On IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CH ARAGE DOORS MODELS 5120/ 9100/9605 OINSICN OF OVERHEAD DOOR COA PEHSACOLA, OFLORIOA J251+ wINDLOAD SPECIFICATION OPTION CODE 0230 850 474- 9890 SHEET 1 OF 2 DRAWING PART NO. REV. 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (6) PRE -PUNCHED TOP FIXTURE PAE-PUNCHED ROLES ' HOLES EACH END FAONG UPWARD IN 0DTTOM OF V^BAR / AND ATTACH THIRD END CAP AT MiH (2) 1/4-14x5/B" EACH END WITH (2) 1/4-14x7/8" CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) G 1/4-74x7/8' SELF DRILLING CRIMPME SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH . . ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). lQW HEADROOM TRACK 13 CA ROLLER SLIDE ATTACHED TO PRE-PUNCHEO HOLES IN TOP F U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14x5/6" CRIHPTITE SCREWS. THE (8) PRE-PUIICHED HOLES EACH END USE MEWING HOLE IN SLOE TO ENSURE PROPER AUONMENT OF ROLLERS FACING UPWARD AND ATTACH THIRD END CAP AT EACH END WITH CRIMPTITE S 10 GA HINGE ATTACHED SELF DRILUNG EXCEPTION' U-BAR PLACED OVER TOP ITB ON THE BOTTOM SECTION SHALL ONLYWITH (4) T/4--14x5/e' CRIMPTITE SCREWS (2 OF BE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE F THE U-BAR NOM DUE TO CLEARANCES REQUIRED TO 2' ON STCRMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH e- 4-1/2' STEM U-BARS, ALL U-BARS SHALL BE INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SIDES AND TOP FIXTURE ON THE U-BARS- SEE ATTACHMENT NOTES OH THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (5) 1/4-20x5/5' RIB AND ATTACHVAIN CRIMPTIE SCREWS (2 OF TITH (2} 1/4-20x5/8' 2) CRMPTTE SCREWS T Rll CWHICHAREFACTORY PRE -PUNCHED HOLES AT ATTACHED, J WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (I THRU FLANGE TOP LEAF, AND I OF MICH IS FIELD INSTALLED OF U-BAR AND BOTTOM HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE " ,. - WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB F SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH ' 3) 1/4-14x5/8' / PLACE U-BAR OVER INTEGRAL A WITH CRIIPTIE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH ENO WTH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHCWWN AND USE (1) 1/4-14x7/8" SELF BOTTOM BRACXEi NUST BE _ DRILUNG CRIMPTISE SCREW ACROSS THE SCRE.WEO TO THE BOTTOM L . BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH 2) 1/4-14x7/8' SELF DETAIL D EACH PRE -PUNCHED HOLE AT EVERY HINGE LOCATION. USE (1) 1/4-20X5/6' DRILLING CRIMPTITE SCREWS. SEE IMPACT BOTTOM BRACKET CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. Koy 1GENSF',F No.77945 Q -STATE OF TWIN: h s/ONALMrflI11I1I TL a AYNF.LORPE 4576DOUNIYIROADOAD1I"MDUF F_ GHIO FL PE ]79) 945 Tx PE11146I PROTESMMAL RIQNEEWS SEAL PRGVDEO ONLY FOR K MI TION ! YM AD IxtdTROCTRkt OETNLS 3 4 MIN STAINLESS 5Cx WS WITHSTAINLESSSACKEDRUBBERWASHERS J-1/7' O.G. MAX --- 1/8' READ GE ULTRAGLAOO SSGAOAC STRUCTURAL SEALANTDREQUIVALENTFACERSTEEL b NON-SRRUCTURAL DECURATIVE INNER WINDOW TRIM IIIIIIIIIIII10 DETAIL E DETAIL A USED C14LY ON IMPACT . GLAZED SECTION - 11 CA REINFORCEMENT BRACKET ATTACHED IiIH 4) 1/ 4-i 4x7/8" SELF BILLING f CRIMPTITE SCREWS (2THROUGHBOTHBRACKET AND U- SAR) DETAL G SCREW CRIMPTITE TER LINE DO CREWATCENTER OFOR THRUJ-STRUT k OPERATOR BRACKET. NOTE, 0-5TRUT k SCREW ONLY REQUIRED ON IMPACT GLAZED SECTIONS. SEE NOTE ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH 2) 1/4-14x7/8" SELF DRIVING CRIMPTITE SCREWS f1 IMPAQT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3% 16 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS 4) SECTION DOORS WITH (5) 3% IB CA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THIRD ARE-PUNCHEO HOLES WITH (2) 1/4-14X5/6" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHiEf), (2) i/4-14x6/8' CRIMPTITE SCREWS APPROXIMATELY M;UWAY BETWEEN END F DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14xS/8' CRIMPDT SCREW APPROXIMATELY B' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12"- 0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTON SHALL HAVE A TOTAL F (18) SCREWS EACH, FOR DOOR WIDTHS LESS THAN OR EQUAL 70 THERE SHALL BE A TOTAL OF (18 SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON OTTOM SECTION STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF ( 14) SCREWS EACN. i WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT F THE ROLLER POLYCARBONAIE SLIDES AND THE (6) PRE-PUNCHEO HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4--14x5/8" CRIMPTITE SCREWS. 3, 16 CA U--BARS SHALL BE STAMPED '46" APPROXIMATELY 8" FROM EACH END. Wayne Dalton. GARAGE DOORS DIVISION OF OVERHEAD DOOR CC 3395 ADDISON DRIVE PENSACROLA iLOWOA 32514 N.T. S. WIDTH: CHANCES TO GENERAL MAT AND CHANGED FAR FASTENER TYPE END CAPS AND TOM RETAINER. NGEO CENTER HINCE ICE AND ADDED VER OPTION_ NG£O STRUT IIIFICATION METHOD 9M COLORED PAINT TO MPED NUMBER. 3/a/Da ADDED SUPERIMPOSED IGN PRESSURE LOADS SUPPORTING UCTURE AND RINED NUMBER FTENERSAND CENTER ES REQUIREO FOR IRONER DOOR WTTTHS, 1 5/ 10/06 ADDED IMPACT 151-ANCE TO DOOR. TIED MODEL 8100. iIFIED NOTE B TO TE THAT LOUVERS NOT IMPACT TSTANT. B/6/ 07 MOOIFED JAMB3XETSCHEDULEFOR OPTION. ADDEO LHR CK DETAIL SHEET 2. 4/ 17/OB ADDED IMPACT 7/22/Da UPDATED TITLE BLOCK 8/28/ 10 ER31526 ED 2605. AND KER NOTES 5/23/2017 PACT/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT. 21" CHECKED 4/6/06 1 AIRB MODELS 5120/9100/9605 SHEET 2 OF 2 DRAVANG PART NO. I REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 PIG Q 6 SPLICE PLATE LOCATION a SEE SCHEDULE 14" MAX 12" MAX 12" MAX 12" '\ % MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE_ OWAYNE L XORNISN, PE 4576 COUNTY ROAD 160 MOUNT HOPE, OHO FL PE 77945 TY, PE 117868 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIACATON OF WINOLOAO CONSTRUCTION DETAILS. EE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOS WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE ox Jil lriiri, ii ICE k No. 77g45- o #= S AT,e OF 46 0RIDA •. ' oNq--ENG,. RACK 3) 1/4"-20 TRACK lR CARRIAGE BOLT 14TH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOAXOR WIDTH MAX PSF 9'-0" 46 0 PSF/ 52 0 PSF 16'- 0 TRACK 46.0 PSF-52.0 PSF WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 4&00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED `TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANCLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO 71TEN HD ANCHORS GIRT 4/2/07 CLIP UPDATED MODELS ED IW CHARTS, ATED SPLICE & CLIP EOU LES. 9/06/07 IT 10/05/07 UPDATED CHARTS TO IMINATE THE USE OF E #5 CUP (REPLACED TH 09 ACROSS THE rARD). P 10/24/07 UPDATED STEEL 1UNTING DETAIL B D4/11/DS EXPANDED 1-1/2" TO 3/8" DOOR THICKNESS IART UP TO 14' HIGH, T 12/11/D8 0 UPDATED TITLE OCK T 5/2/10 1 UPDATED TITLE OCK. REMOVED CHART. T 71/15/13 2 UPDATED T1.TLE OCK. C 5/15/17 SHEET 1 OF 2 DRAWING PART NO,, REV_ 307494 Pil 2 3/4" f 1 " REVISIONS P2 2 INCH TRACK -CLIPS -TEXASEDGEDIST WALL ANGLE 12 FOOT UPDATED 1 8 N 2-24E60XXMIN. BPJ 8/11/D3 1/8 V 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO MIN 3/15" THICK 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. STEEL FOR MOUNTING CHANGED "TEXAS WALL ANGLE' TO -CONTINUOUS 5/16" x 1-5/8" WALL ANGLE WALLANGLr'. ADDED SUBSTRATE MOUNTING LAG SCREW OR DETAIL- CHANGED TO TEN HD ANCHORS EQUIVALENT INTO CRT 4/2/07 MIN 2 x 6 NO.2 TRACK CLIP P4 CHANGED FORMAT. SPF (Oa=0,42) OR — ADDED MODELS 9800 BETTER AT EACH 1/4-20x9/16" AND 8024 WITH OVERLAY STO TRACKCHDULE_CLIP HOLE OR PAIR OF TRACK BOLT AND GRT 8/21/07 HOLE LOCATIONS 1/4-20 HEX NUT P5 UPDATED MODELS USTED IN CHARTS, MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL UPDATEDSCHEULES. CE d CLIP DLP 9/06/07 2 3/4" OPTIONAL- WALL ANGLE MAY BE P6 UPDATE MOUNT NG DETAIL DRAWINGS. MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRT 10/05/07 a. WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO 4, .. DRILLING SCREW WITH 1" O.D. ELIMINATE THE USE OF THEWITHCUP (REPLACED Q WASHER AT EACH HOLE OR PAIR OF OSS THE BOARD). 4 HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 a4 4. a PB UPDATED STEEL e d MOUNTING DETAIL MRB 04/11/OB PO EXPANDED 1-1/2" TO 1-7/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 ADDED MODEL 8700. 3/8" SIMPSON TITEN HD, UPDATED TITLE BLOCK 2-3/4" MIN EMBED INTO GRT 6/2/10 MIN 2000 PSI CONCRETE P11 UPDATED TITLE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR GRT 11/15/13= OF HOLE LOCATIONS y y l y r P72 UPDATED'TITLE 1 1 r / WALL ANGLE \\J KO /i BLOCK. 6/lS/17} 1/4-20x9/16" TRACK BOLT AND , CONCRETE MOUNTING DETAIL 10ENs," 1/4-20 HEX NUT TRACK CLIP Z * : NO. 77945 S =_ AWE OF ' rpNAL l l i y y y DATE NAMEWayne Dalton,. DRAWN 8/21/07 GRT DWAYNE a KORNISH, PECOUNTY j 4576 COUNTY ROAD 160 MOUNT HOPE. OHIO 1 V l./ y J V GARAGE DOORS CHECKED SHEET 8/27/07 MRB 2 OF 2 FL PE 7794 TX PE 117369 PROfESSIRIFICATION EN WINDL'S SEAL TAUC71 D ONLY FORVERIFICATONCiNINDLOADCONSTRUCTIONDETAILS TRACK SUPPLEMENT 3395 ADDISON DRIVE CHART PENSA5OLA, FLORIDA 32514 DRAWING 307494 PART NO. I REV- 8$D) 474-9890 P11 Wayne Dalton - GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 BSO) 474-9890 No- 77945 ti _ XN STATE OF 4/j S,/ONAL MINIMUM 2x6 SOUTHERN PINE 6- MAX. M7SF 6" MAX. SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING 1 l SYSTEMS. DOOR WIDTH Z HEADER LOCK MINIMUM 2x63 , HEADER LOCK MINIMUM 2x63 HEADER LOCKBRACKETSOUTHERNPINEBRACKETSOUTHERNPINEBRACKETLUMBER. LUMBER. 4„ e" 4" 4' 8' 4" 4" 2-3/4'/ 2" 1-1/2„ P17 UPDATED TITLE BLOCKESCS/15/17 L--(2) 3/8• SIMPSON TITEN HD SCREW 4) 3/6" SIMPSON TITEN HO SCREW 4) 3/8" UTA. LAG SCREWS ANCHOR WITH A 1 1/4" WASHER AND ANCHOR WITH A 1-1/4" WASHER AND WITH 1-1/4" 0.0, WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE MINIMUM PENETRA71ON OF DISTANCE DF 2-3/4". DISTANCE OF 4. I-9/32" INTO THE MAIN StCONCRFTF TAILSUPPORT MEMBER. MINIMUM 2j NOTE, MAXIMUM DESIGN LOAD MINIMUM 7000 PES1 GROUT FILLED CMU NOTE' MAXIMUM DESIGN LOAD Qp,, SUPPO__AI STRIiS`1tiRE NOTE: MAXIMUM DESIGN LOAD DATE NAME DWAYNE A RORNISH, PE CAPACITY OF 20B5 LBS. CAPACITY OF 2400 LBS. CAPACITY OF 2430 LEIS. 4576 COUNTY ROAD 160 FL PE 7 945 TXPE 117060 D AWN SHEET 1 OF 2 CHECKED 5 24 07 CRT PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR JAMB CONNECTION SUPPLEMENT DRAWING PART N0. REV. VERIFICATIDN OF RINOLDAD CONSTRUCTION DETAILS. 324620 1 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE NOTE. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LCAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECDRD--- FOR THE STRUCTURE 1 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATION 2 3/4" EDGE 1 JAMB BRACKET- 1 4-1019/16" TRACK BOLT AN IJ I/4-20 HEX NU TRACK OIRFCT (YINCRFTF MOHN'DNC DETAIL xkXIIIIIf(1r// J KO R '', oc Q No.77945 Luz 4 [(/ TAT_OF FLORIOQ • {j / DWAYNE J. KORNISS, PE 76 COUNTY ROAD 160 MOUNT HOPE. OHIO FL PE 77945 TX PE 177666 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR vSRIFICA110N OF WINDLOAD CONSTRUCTION DETAILS. MIN 2 z 4 SPF (G--0.42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL SE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR 5/1 B" LAC SCREW WITH 1-9/32" EMBED N CENTER OF ASTUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-201c9/16 TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOLINTIN • nETAI MAX 420 LBS PER LAC FA.ST.N R L SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK . ESC 6/15/17' DATE NAME 4 10 13 CRT ED DRAWING PART NO. REV. 324620 P16I 1 /2/2018 Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics 1 Submit Surcharge Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Sear Flonda s Product Approval a USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 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 ]on Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Sections from the Code https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgtvA%2bxmzkl hGufBV5nRNMfo]DM5dhG310CYhzgZSGolvg%3d%3d FL19715 R3 COI COI Silverline SS 2017-06-14.odf 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 Year 2011 2008 2005 2012 2002 1994 1994 1994 f1 1/2/2018 Florida Building Code Online 4 Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 f FL # Model, Number or Name . 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.2 — I Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 ( Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. a, ac Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15 odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.1)df Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 55 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD011 55 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 licem under Chapter 455, F.S., please click here . Product Approval Accepts: 0 N_ X.'acV 'am Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. INSTALL INDNIDUAI INSTALLATION ANCHORS WITHIN ATOLERANCE OF Sl/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 318 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE US WOOD SCREWS OR!! GAUGE ROOFING NAILS OR lOd COMMON NAILS OF OF 1 TENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE, FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE R8 SELF - TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 MR PEN TRA ION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE P10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/Z INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE d10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITH.THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: AAMA/ WDMA/CSA 101/1S.2/A440O8/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITION$ CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON• HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-OADE RER OR AH). 5. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTAU 7. IN ACCORDANCE WITH THE 6TH EDITION F3C, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES; A. WOOD- MINIMUM SPECIFIC GRAVITYOF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 P51. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2D00 PSI. F. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0,0478" or 18 GAUGE). MIN, I/Z" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 606345. MINIMUM WALL THICKNESS OF 1116". MIN. 1/2" EDGE DISTANCE, TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL & HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL HORIZONTAL SECTIONS(THROUGH FRAME) HORIZONTAL SECTIONS, BUCK INSTALLATION, d GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATING HEIGHT84' O/X 35 / -35 P5F NON IMPACT 66" O/X 50 / -50 PSF NON IMPACT R48' 74" 0/X 50 / -50 PSF NON IMPACT TT O/X 35 / -35 PSF NON IMPACT 62' O/X 50 / -50 PSF NON IMPACT 72" O/X 35 / -35 PSF NON IMPACT 84' O/X 20/-20 PSF NON IMPACT 52" 72' O/X 25 / -25 PSF NON IMPACT 36" 83.75" O/X (ORIEL) 35 / -35 PSF NON IMPACT 48" 96" O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 62" 0/X-O/X 35 / -30 PSF NON IMPACT 72" 84" O/X-0/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76' 72• O/X-O/X 50 / -50 PSF NON IMPACT 76' 7 ' O/X-O/X 25 / -25 PSF NON IMPACT 8O" 74' O/X-O/X 35 / -35 PSF NON IMPACT 96" LB 4" O/X-O/X 30/-30 PSF NON IMPACT LOB" Z" O/X-O/X-O/X 50 / -50 PSF NON IMPACT LOB' 2' O/X-O/X-O/X 50 / -50 PSF NON IMPACT 308" 4" O/X-O/X-O/X 25 / -2g PSF NON IMPACT Di9b. 1IY.191.d by Ho F. N.-O, P.E. Roa: on: I Qm ap ro 'l g 01. dou,mant FL.#: FL19715 w1o: 2017.06.15 16:11:08 -04b0 Silver Line 1Andersen I o4 r. B.444as ONE SILYERLSNE paTVE NOaTH BFUN.WtCK NI DBYP: rx Lr'2) a $-1010 as I u ^ m oa 3 22: v2 o a v n DWG SA: SWU0. 02 SHEET: 1 OF 6 MAX. FRAN HEIGHT 9! MAX. FR, HEIGHT L MAX, FRAME Imo_ WIDTH 48" F ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96" ELEVATION TWIN SINGLE HUNG WINDOW or, L=Z l QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901<902 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902.4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX. FR HEIGHT MAX. FRAN HEIGHT 9( MAX. FRAME WIDTH48" ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108" TRIPLE SINGLE HUNG WINDOW Si.iver line t rlder en i i ONE 51LVEPLWC O4IVE NORTH MVN5 WIC%, NJ Oa9U AH_ (752) 05..wo z °^ C Op m n g rZr ; 5 Vl 42 < 1711 jz v p J m w mQZ T a \ J m a h P O .o al o0 3j_ z O p U h Uooz 1 OF 6 2" MAX. FROM CORNERS JL— ill, MAX. O.C. 11" MAX. O.C. 2" MAX. FROM CORNERS NOTE:AA- 'U TSATD#5011F SNA Be AN-MCDMAx L•OL AT NEAD, JAMB. AND 541 ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6" MAX 2" MAX. FROM 4 I/2" MAX. CORNERS I— { O.C, 4 1/2" MAX. 0 2" MAX, jFROM CORNERS FROM 20" MAX, CORNERS O.L. 6" MAX. FROM CORNERS IT 20" MAX. O.C. L 6" MAX. FROM CORNERSL ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ I_ 4 1/2" MAX, O.C. ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WlN00W 22 3 MAX O.C. If O.C. MAX, 6" MAX. FROM CORNERS 1" MAX. FROM 6" MAX. CORNERS II` rl I O.C. 1_ 6" MAX. O.L. I- 1 MAX. FROM CORNER5 6" MAX. FROM CORNERS 16 1/ ANCHOR STRAP 6FROM J P/N 50-2995.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG W INDO W I I 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12" MAX. O.C. t" MAX. SilverLine InAnderxcn t oows• aNI 14E,L NE DRIVE NOATN 0.ivN;wfOR, W On902 N. ( 7D2j a]S.IODD u? z a n+ j0 xx z Zm a o m n QD< 2a j<< m w mnz am w C 0 0 T mh JZ O H 0 u V) m a Mv z ZW ss 11, a Z ANCHORSTRAPP/ N 50-2995-2 o o v S N Z SEE SHEET 5 FOR DETAILS DW6 Yt: ANCHOR LAYOUT SWDOOZ THROUGHFRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS O.A. UNIT HEIGHT i O.A. UNIT HEIGHT 1 1/2" MIN. EMBEDMENT a PERIMETER / SEALANT 1 BY OTHERS l / EXTERIOR \ / INTERIOR SEE GLAZING D ETAIL. SHEET B1 VERTICAL SECTION Q % HEAD-2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR II II INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH 8Y OTHERS 98 WOOD SCREW INSTALLATION ANCHOR WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN NCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 3/8" MIN. EDGE DI5T. 1/4" MAX. SHIM MAX, SHIM SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 6 INTERIOR EXTERIOR O.A. UNIT WIDTH MIN. 3/8" EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR.5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINI5H 8Y OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 41/4"MAX. IAMB -METAL STUD SHIM SPACE NAIL FIN 3/8" MIN. J EDGE DIST. 4 CONCRETE/MASONRY BY OTHERS 1 1/2" MIN. EMBEDMENT A VERTICAL SECTION SILL-2X WOOD BUCK NAIL FIN SilverLine Wr nciersc.n ONC envEMI* MIL, WRTM 6FUNiW[CK W MB , 7er) 43r1000 v n P Q ? 4 QN3N7oo0 W j b L m LL w.2 Z w 7coo Z IH_ a ad n r D NZU h DWG #: SWD002 SHEET: 4 OF 6 IO WOOD SCREW 3/a" MIN, INSTALLATION ANCHOR EDGE DISTANCE 2X WOOD BUCK/5TUD BY OTHERSCONCRETE/ MASONRY + SEE SHEET 6 FOR 1/4" MAX. BY OTHERS - t ' CONNECTION DETAILS - SHIM SPACE CAULK BETWEEN ` ': n _ SASH REINFORCING CONCRETE/MASONRY 4 SEE SHEET 6 FOR REQUIREMENTS BY OTHERS SEE GLw23NG J1 1/2" MIN. DETAIL SHEET 65EXTERIORFINISHEEMBEDMENT BY OTHERS INTERIOR 1/4" MAX. PERIMETER SEALANT SHIM SPACE BY OTHERS l O.A. EXTERIOR 1 0 / INTERIOR UNIT HEIGHT SEE GLAZING i DETAIL, SHEET VERTICAL SECTION S HEAD-2XWOODEUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620- P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/4" MAX, I SHIM SPACE EXTERIOR MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2" EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 tN5TALLATION NOTE 14 PERIMETER SEALANT BY OTHERS O.A. vrizT WIDTH Z HORIZONTAL SECTION 5 IAMB -METAL TUB E/STU D OR APPROVED MULLION THROUGH FRAME 5) #I4 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA. EXTERIOR FINISH \ BY OTHERS a •, - 1 1/4" MIN. a - EMBEDMENT PRECAST SILL 1 a BY OTHERS n 3/16" ITW TAPCON .4 a •. INSTALLATION ANCHOR a f3/4" MIN. EDGE DISTANCE Q VERTICAL SECTION S SILL - CONCRETE/MASONRY THROUGH FRAME 0.7500(2) 4.0000 2 2 0(2)—j 6.0000 1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-29951L OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN, 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) 910 SELF-DRALING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE, C, FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. I-1/2" EMBEDMENT, MIN. V EDGE DISTANCE. SdverL ne I-Anc)m—cr1 I w iA D4 Ws.0 DRs ONE 5ILVERLINE URtV[ NORTH BRVML ", W OM2 PH: [75:)4)5IO 0 3 i oa g t" O A Z' V) a F LL a a ww d 7. o 0 aN z O a V N 0WG #: SWD002 SHEET: 5 OF 6 INTERIOR p INTERIOR - o 0 SMALL'FRAME LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (0/X). DESIGN PRESSURE */- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE -/- 50 PSF 38 X 77, (0/X), DESIGN PRESSURE «/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE «/- 35 PSF 76 X 72, (0/X-O/X), DESIGN PRESSURE «/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE «/-50 PSF STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 11-STEELINTERMEOIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE «/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FSC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/8" O.A. I.G. GLASS EXTERIOR / INTERIOR 1 I O O MIN. GLASS 1 BITE 1/2" 1/8" SETTING BLOCK GLAZING DETAIL 1 NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY 6E ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 11/4' MIN „ EMBEDMENT 2" MIN. EDGE ' 0I5TANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 I/2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silverhne Andersen ONE I!LW/ INE OFTVE Npa1r, PVNiWICC NJ 05902 om v p a+52 vie~M8z 6 Z Z 4 N xaSt~< w ov w Z vszho 2 ONE a2m 1-2 p o V) z C F-4 Z V) V l w H 4 " O LL) w Q w r o FiA,w•, V` fff lfll3l`` A maN35z= z17— C)WG,#: SWD002 SHEET: 6 OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@ buildingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 6th Edition Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North. Brunswick, NJ 002 Prepared by: Eermes F. Norero, P.L. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' XXX1111 ES F. O 7 TT • i /S/0NAL E G Hermes!Mit ro, 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 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th 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 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 Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. 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 1.2S" 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 a : • 0 D ` o p s :'a a ':111117111111 BCLS Home ( Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications FBC Staf` .I BCIS Site Map I Links I Search Florida L4 ) Product Approval g USER: Publk User W%t Gityrc Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eauivalencv._pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlan k-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf ImpactResistant: N/A FL13192 R5 II ER RI0-2688-17 Plank WSP Sheathing.odf DesignPressure: N/A Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.pdf 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. Pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.pdf 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 II HardiePlank-Installation.pdf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles 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 II ER RIO-2685-17 Shingle Wood Metal Frame.pdf FL13192 RS II HardieShingle-Installation.pdf 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.ridf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.pdf 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.pdf FL13192 R5 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 FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frarne.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant:. N/A FL13192 R5 II NOA 17-0406.06.DdfDesignPressure: N/A Other: For use in HVHZ install in accordance with NOA 17- FL13192 RS II Prevail -Lap -Siding --Installation. Ddf Verified By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Bacot 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 mail. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click Here . Product Approval Accepts: Wctheck Credit Card Safe r vailT11 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. South MULTIFAMILYSIDING PRODUCTS Lip Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 3 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 ioints. Car tanks on ryed e. P9Protect edges and corners from breakage. The manufacturer is not responsible for damage caused by ourpooRs 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Best: I. Score and snap it. Shears (manual, electric or pneumatic) b. Better: I. Dust reducing circular saw equipped with a HardiebhadeTusaw blade and HEPA vacuum extraction c. Good: I. Dust reducing circular saw with a Hardieblade saw blade only use for low to moderate cutting) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well -ventilated area NEVER use power saw indoors NEVER use a circular saw Made that does not carry the Hardieblade saw blade trademark NEVER dry sweep- Use wet suppression or HEPA Vacuum improper storage and storyhandlingn theproduct, Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using 'Best' -level cuing methods where feasible. NIOSH-approved respirators ran be used in conjunction with above cutting practices to further reduce dust exposures, Additional exposure information is available at www. prevailsiding.com to help you determine the most appropriate cutting method for your job requirements. If concem still exists about exposure levels or you do not wmpfywith the above practices, you should always consult a qualified industrial hygienist or contact the Manufacturer for further information sooaJios GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application, PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water - resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install PrevailTM products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). Maintain a 1" - 2" clearance between PrevailT" products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4" clearance between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding Figure 1 DoubleWall Single Wall 8 trim (fig.8). gure Construction Construction Install klckout flashing at roof -wall junctions (fig. 9). water-resisfive bander let -in bracing Adjacent finished grade must slope away from the building In accordance with local plywood or 24" c.c. max. building codes - typically a minimum of 6" in the first 10'. OSB sheathing Do not install PrevailTM products, such that they may remain in contactwith standing water. PrevailTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects,. including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie© Siding Products" at www.JamesHardie. com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Finish, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water -resistive barrier joint flashing oo ° ° t 318' from o " water -resistive plank edge °o "° barrier install planks in _ ° o e •°o" moderate contact ° o 0 o fastener 0 Install a 1 114° starter strip to o ensure a consistent plank angle Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, than caulk — As required by local building code '"'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail' products contain respirable crystalline silica, which Is known to the State of California to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sificosis, and has been linked vAth other diseases. Some studies suggest smoking may increase these risks: During installation or handling: 1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardieblade'" saw blade and dust -reducing circular saw attached to,a HEPA vacuum; ( ) wam others in the immediate area; (4) wear a properly -filled, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to ourinstallationInstructionsandMaterialSafetyDataSheetavailableatwww.prevailsiding.com or by calling 1.877-236-7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. sw was P111007-P114 7110 South CLEARANCES Install,sidirig.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 PrevailTM products surfaces, flashing and counterflashing requirements for clearance between the Prevail"' products and ' ' and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure 3 driveways, Provide a 1" - 2" clearance between the stud watebra`edse(pve Figure 4 sidin g 1*11b water esistivesiding roofing and the bottom edge stheandtrim. rrier Figure 6 1"- 2" vantageTM lap siding Maintain a 1/4" clearance between the bottom of PrevailTm products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4° gaP sidin( Caulk flashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia deck material 2" ledger Figures 1 KICKOUT FLASHING Step gashmg /', `, f. Because of the volume of water that can pour down a sloped roof, one of the most criticalSelfadherirg. / P flashing details occurs where a roof intersects ell ell. a sidewall. The roof must be flashed with l gavesstep flashing. Where the roof terminates, Kkk- t install a kickout to deflect water away from the siding. Oripedge It is best to install a self -adhering membrane on the wall before the subfascia and trim b°" gyp 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- rm 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. water- resistlO.C. max. overlapve Minimum overlapbarriero for Both Face I and Blind Nailing _ —I of blind nail 3/4"- 1" I e I min. 1 1/4" _ `i Q face nail 0 overlap I I 1 i I water -resistive water -resistive barrier 1 1/ 4" min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products, The illustration ( figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www. jlGonline.com. Also see General Fastening Requiremenis. P2/4 6110 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel, Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevaillm 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 Countersunk, Caulk il add nail IELJ Figure A Figure B do not under drive nails Do NOT STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTm products. complying with ASTM C920 Grade NS, Class 25 or PrevailTN products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back - rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevaiiTN 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 clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on PrevailTm products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 1 SQ=100 sqA) 5114 exposure) 4 PREVAIL- LAP SIDING WIDTH 6114 71/4 7112 8 5 6 6114 6 314 8114 7 9114 8 9. 112 8114 12 10 3A 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 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 Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703,10,2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL. All rights reserved. TM, sM, and 0 denote Additional Installation Information, trademarks or registered trademarks of JHTL. Warranties, and Warnings are available at PREVAIL www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff ! BCIS Site Map Links i Sear Florda r° Product Approvalal, )11) USER: Public User Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail P a FL # FL12194-R6 1 Application Type Revision Code Version 2017 Application Status Approved Comments t Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman i grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street r Tampa, FL 33634 I 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden i Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code L Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu°/`2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 112194.1 Alumunum Coils Aluminum Soffit- i Aluminum soffit panels,' Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194_R6_II ALC15001 3 2:.0...17 FBC,. Evaluation Report_04 T Approved for use outside HVHZ: Yes Soffits final,pdf Impact Resistant'N/A Verified By: Zachary R. Priest AE 74021 Design Pressure: +80/-901 Created by Independent Third Party: Yes J Other: See Evaluation Report for limits of use. Evaluation Reports. „ FL12194 R6_AEvALC1.5001.3 2017 FBC_ Evaluation Report_Q4 1 Soffits finaLodf Created by Independent Third Party: Yes' Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwIDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ°/o3d°/o3d 2/2 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CREEKSoffits 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. 16" FULL VENT 16" CENTER VENT 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. 12" SOLID PANEL 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. ALUMINUM COILS, INC Soffits COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. jVYt iR riP11 11. 2017.09.01 No 74021 V10.06.18 13 '. STATE OF LU Z 0. O P. : Zachary R. Priest, P.E. R C? ` Florida Registration No. 74021 ONAU` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A -Approved Systems (8 pages) 2) APPENDIX B -Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LwITAnoNs 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 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location _ — 1 Location ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix A d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lF Fastener Fastener Location l Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approve Systems for 12-inch Overhang with J-Channel 16F-# Approve Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ipsfl Substrate F-Channel Attachment- Substrate Panel Attachment Fascia Cap 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 dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced inch 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lapp 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. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. x 0072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is.provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, L.L_C ALUMINUM COILS, INC Soffits Appendix A ApprovedSystems for 16-inch overhang with F-Channel - Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 5 Max. Masonry One ( 1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0. 072-inch diameter finishing nail with min. 3/16- 43.3 16- inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- inch leg staple spaced inch 100. 072-inch diameter 16F- 6 16- inch Wood inch leg staples in diamond pattern Wood o. c. and sec each pacnel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg 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 psfl Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three ( 3) min. 3/4-inch x 1/4-inch One ( 1) min 3/4-inch x 1/4-inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 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, ILLC 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. 80/-90 diamond pattern inchnch x 7d ring One (1) min. 1.75-inch inc 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 nch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch. 0.072- inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o. c. ALC 15001.3 FL12194-R6 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. flCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf] Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 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 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 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 Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga'/<- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. Y.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/81' head dia. nail. with min. ].'.d" erigagement(for wood substrate) or min. 0.097" dia.. T-nail or stub nail with min. 5/8" engagUment(for concrete cr block substrate%, spaced as rioted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 1217-1 & 12F-3 F" CHANNEL Pocd. Concrete or Block Wall STAPLE SOFFIT TOZ. FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC System No. I Installation Detail 12 F-2 3/4" X 1 /4" ``, CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN w 6 1-3/4" TRIM NAI! PAINTED S.S. 48" O.C. ALUMINUM COILS, INC Soffits Appendix B j`tVEEM SOFFIT STAPLE OPEN RAFTER j STAPLES DIAMOND PATTERNt j 1-1 DETAIL i „„_ 3/8` KTVEENj1STAPLES / FACIA BOARD / t FASCIA CAP 3/4" X 1/4" CROWN 1-3/4" TRIM NAILSTAPLE "8" ON CENTER PAINTED S.S. SOFFIT_ Tnax . 12 -inch span SOFFIT FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No. I Installation Detail 12J-1 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN J—CHANNEI1 1-3/4" TRIM NAZI ccre >_d to soffiC PAINTED S.S. 48" with onet1} #f8 x 1t2v. x 3fg„ ha, .d O.C. dianeter screw, 1," v.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3,65 KTVEEN ', SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD 1 eErv€EN% DETAIL123/0- STAPLES I ASCIA CAP 3/4" X 1 j4" CROWN 4STAPLE "8" ON CENTER 1-3 % " TRIM NAIL PAINTED S.S, SOFFIT FACIA BOARD FASCIA CAP 3j4" X 1/4- CROWN STAPLE SOFFIT & FASCIA 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. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1".1" CROWN STAPLE OPEN RAFTER FASCIA BOARD IS EA 5i8" 1-NA'L 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL SOFFIT: MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J` Y System No. I Installation Detail 16F-3 Ma'n. 3'iV head din. nail wth min. 1?," wo d subs t:at..e or min. 0.097" Ji.a. T-nailor stub nail with min. 5(6" eng,ay.emenC(for concrete or block substrate-), spaced as r;ot2Ci above . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL t Jocd. C:onci-its or Bluc, k U FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD # T50 8" X 3/8" STAPLE 16" O. C. L- S. S „,,. 1 3/ 4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/0' ', SOFFIT STAPLE 3/4" X 1/4" 1 ',DIAMOND PATTERN 1 LCROWNSTAPLES , D ETAI L 1a aETVEFi+IUSINGADIAMONDsrs PATTERN FACIA BOARD r 16 F-4 V*RXI .", 3/4" X 1/4" CROWN 8" 1-3/ JMLTRIM FACL4 BOARD STAPLE ON CENTER 1-3/4" TRIM NAIL PAINT F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4" X 1/4^ DOWN CROWN STAPLE SOFFIT—max- 16- inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARQ PAINTEU S.S. f ASCIA CAP SOFFIT I"x}" CROWN STAPLE OPEN RAFTER FASCIA BOARD T'xj" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER \ TO SOFFIT 8 FASCIA QETAII F" CHANNEL SOFFIT; MAX. 16" SPAN w00D SUBSTRATE j SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER DET +STAPLES SOFFIT STAPLE DIST , DIAMOND PATTERN DETAIL FACIA BOARD _J L /r eETVEENI STAPLES 3/4" X 1/4" CROWN STAPLE "24" FASCIA CAPCNCENTERUSINGADIAMONDPATTERN 16J-1 WOOD OR BLOCK SUBSTRATE T_ _ 1-3/4' TRIM NAIL PAINTED S.S. 48" O'C. SOFFrT-max. 16-inch span 3/4" X 1 /4" CROWN 1-3/4" TRIM NAILSTAPLE "8" ON CENTER PAINTED RI SOFFIT FACIA BOARD FASCIA CAP 3/4' CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. f J' CROWN' 1STAPLES FASCIA CAP SOFFIT USING A DIAMOND PATTERN; REFER TO 1"4" CROWN STAPLE. SOFFIT STAPLE DIAMOND PATTERN DETAIL—- i 1 t!" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA DETAIL 24F-1 & 24F-4 1"'z}" CROWN STAPLE .-- FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL / 8 Nominal Batten Anchored to SOFFIT; MAX. 1L'" F-CHANNEL Rafters with one Id — Ring Shank Nail at W060 SUBSTRATE every Rafter J SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. pl it IiPllii,E ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NAILFASCIA BOARD PAINTED S.S. E 1-j" SMOOTH SHANK {FASCIA CAP ROOF NAILS SOFFIT t"r}" CROWN STAPLE t }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA 24F-2 & I DETAIL 24F-5 t"z}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"z 2" SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL Rafters with one Td Ring Shank Nait at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L LC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J" TRIM NAIL FASCIA BOARD PAINTED S,S. I4GA." 1-NAILS 1 FASCIA CAP SOFFIT 1"zj" CROWN STAPLE I }" TRIM NAIL FASCA BOARD PAINTED S.S.) 1: SOFFIT & FASCIA DETAIL 24F-3 & 24F-6FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal I"x2" SYPBattenAnchoredtoOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I {" TRIM NAIL FASCIA BOARD PAINTED S.S. 1"zJ" CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1"r' CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD I >i" TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & I"x}" CROWN STAPLE 24J-2 -- FASCIA CAP; REFER / \ TO SOFFIT b FASCIA DETAIL / \ 3.. Nominal i" x 2" SYP battens 8 scabbed between rafters and SOFFIT; MAX. 24" r 3/8 J-CHANNEL securetl with one (1) Id ring f+ shank nail straight -nailed through the rafter into the end WOOD SUBSTRATE of the batten or two (2) 7d \ / ring shank nails toe-naited on either Side of the battern at the battentrafter intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V.,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C z'. Design in, P'ressure`s fog Soffits;'inEzposure B R.$ 1 Mean r: Banc Wind S eed m h k Buildin g Type.130 Zone { Roof t r 14`0 Ty 150 160 170 180 190, 200Heihtft34_ 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 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 737.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 1 -56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK5nTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design 1Nnd P essiares for-SoExposure C Building- TYpe' Zone Roof Hei kt ft Basic Wind S eed m h m 120 130 14,0a,K_ 150 160.;,10180' 190 200; 20 21. 7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22. 6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23. 6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25. 0 29.4 34.1 39.1 44.5 50.2 1 56.3 62.7 69.5 50 26. 2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26. 7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27. 9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29. 1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30. 9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32. 4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33. 6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13. 9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14. 5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15. 1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16. 0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16. 8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14. 5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15. 1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16. 0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16. 8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17. 4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures for Soffits inE-xp'osure D Buildirig - TYPe. = Zone'Roof Mean Height ft Basic Wind S eed m h 6t = `- 120 130 `.140" 150 160 _" 170 _ ° 180 190 200 , 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" —L 3/8" J-Channel 3 / 4" — 1/B" HEM 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 1/8" HEM 5 3/4" T 7/8" 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0,25, r(P 0.125-TYP 18" BLANK 3 / 8 PROFILE I I;5` PifF aia000 000a 00000 aoo oo o a000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" 7/8" 1 3 1/8" 1 7/8" 1 3 1/8" 1/2" 1/2" 1/2" EJ/8. 112" 1/2" 1t8" 3/8" a0000 9 0000 0000a oaao ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 k TECHNICAL SIE 2VICES, L_L,C ( ) 480-3421813 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 (CUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits0TECHNICALSERVICES, 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" JI-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. U100-014W :11011 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. 12" SOLID PANEL 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 13 STATE OF .IIJ 0•'. i O R k , ``,. 0 N A; CERTIFICATION OF INDEPENDENCE 2017.09.01 i 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 (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 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location — — Location ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l I - Fastener Location Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J # Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) F-Channel Fascia CapSubstrate Attachment Substrate Panel Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 1617-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 1617-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced10 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood cincheachpanel- inch o.c. and sec anel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP 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. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood l eg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a 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 Wood leg staples in each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch diamond pattern 1) min. 2.25- inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. inch x 7d ring One (1) min. 1.75-inch each panel lap 16-inch o.c. shank nail x 0.072-inch diameter 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 staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/<- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16 min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail M:in.. ?128" head di a.. nai. I i-.h iin. Lld„ engagemeric(_or wood substrata) or min. 0.097" dia. T-nail or scab nail wits. min. 5%9" cmgag =mentitor Con C:r^.to or bloc]{ substrate}, spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F"CHANNEL blood. Cccic ".1- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12 F-2 3/4" X 1/4" CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER ,' / 3/SrLES `, SOFFIT STAPLE DIAMOND PATTERN iI 3/@' BE7VEEN/ DETAIL STAPLES/ FACIA BOARD / i FASCIA CAP 3/4" X 1/4" CROWN ON CENTER FACIA BOARD 8" 1-3/4" TRIM NAIL 1-3/4' TRIM NAIL STAPLE PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1/4" CROWN STAPLE SOFFIT- Tnax . 3-2-inch span SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ry TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN e, J—CHANNEL 1-3/4" TRIM NAI' screwed to soffit PAINTED S.S. 48" with. one(l) #8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/BST AiT€S N SOFFIT STAPLE DIAMOND PATTERN 4 )DETAIL FACIA BOARD i 123/ir BETVEEN, STAPLES / ASCIA CAP 3/4" X 1/4" CROWN STAPLE W ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 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 I 1 J" TRIM NAIL I FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-aJ" CROWN STAPLE OPEN RAFTER FASCIA BOARD h sa s; B" 1-NgI1 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL SOFFIT; MAX. 16" i SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No 16 F-3 Installation Detail Min. 3/"J" head di.a. na.i.lwith min. engr.; gercient(for wood substrate! or min. 0.097" 3ia. T-nail. or stab nail with rnin. 5/8" engag.ement(for concrete or block substrate}, spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block_ W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001. 3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LCREEKTECHNICALSERVICES, LLC System No. I Installation Detail 16 F-4 3/4" X 1/4" '-, CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER " WEN `, SOFFIT STAPLE DIAMOND PATTERN 7/B' eETVEEn / DETAIL STAPLES / FACIA BOARD / C 3/4- X 1 /4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL 1-3/4" TRIM NAIL PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1/4" CROWN STAPLE SOFFIT —max. 16-inch span SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. T CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1-xi" CROWN STAPLE OPEN RAFTER FASCIA BOARD i"q- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL..._._-_______ FASCIA CAP; REFER / \ TO SOFFIT $FASCIA DETAIL 6 F" CHANNEL 3/8 { SOFFIT; MAX. 16" SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. CREEKTECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/ 8S ems`" SOFFIT STAPLE GIST DIAMOND PATTERN IJ ; DETAIL FACIA BOARD are• BETVEENI STAPLES / 3/ 4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J- 1 Li 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. PAINTED S.S. 48" FASCIA CAP O. C. 3/ 4" X 1/4" CROWN STAPLE SOFFIT — max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001. 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i }" TRIM NAIL FASCIA BOARD PAINTED S.5, 1"x}" CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO I"x!" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL y i 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I".1" CROWN STAPLE ---- FASCIA CAP; REFER TO SOFFIT & FASCIA \ DETAIL 8 Nominal t"x2" SYP 3/8'jBattenAnrhoredtoSOFFIT; MAX. 24" 1IF-CHANNEL Rafters with one Id - Ring Shank Nail at every Rafter \ I IW000SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1-}" SMOOTH SHANKFASCIA CAP ROOF NAILS SOFFIT i I"x}` CROWN STAPLE i 1 }` TRIM NAIL FASCIA BOARD PAINTED 5.5. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 i 1"x}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1".2' SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL RafIers rich one 7d Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }• TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i" T-NAILS FASCIA CAP SOFFIT V'q- CROWN STAPLE i 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & I 24F-6 11"xi- CRO)STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"x2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1"a}" CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO SOFFIT STAPLE - CANTILEVERED 1"x}" CROWN STAPLE DIAMOND PATTERN RAFTER I -JJJ" -IDETAIL FASCIA BOARD 1 }" TRIM NAa SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & CROWN STAPLE 24J-2 _ : V'xj" FASCIA CAP; REFER '---' TO SOFFIT b FASCIA DETAIL / \ Nominal i" x ns \ 8 scabbed betweenenn rafters and SOFFIT; MAX. ZL" 3/8'1 1-CHANNEL secured with one (1) 7d ring II shank nail straight -nailed through the rafter into the end WOOD SUBSTRATE of the batten or two (2) 7d ring shank nails toe -nailed on \\ either side of the pattern at the battenhafter intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, 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,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 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 e" TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Types Zone., Mean Roof - Height ft Basic Wind Speed mph) 120 ` 130. ' i'40 150 160 170 180 190 200 . , 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C DesighWnd Pressures for:Soffits in Exposure C " FBuildmg E Type a . Zone .. Mean Roof Hei htft Basic Wind Speed (mph) w , 120. ' 130 140 1.50 160 • -170 18 0, 190 200, 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 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 1 -80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001. 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D - Buildir9 .,Zone",°-- i Type aMean Roof Height (ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3. 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 1 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 6 , CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel I+ 3/4" — r 1/8" HEM 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0,25'TYP 0, 125' TYP 18" BLANK 3 / 8 PROFILE 2. 175` REF 0, 50' TYP o 0000 0000 00000 0000 0000o e. ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/B" 7/8" 7/81, 1 3 1/8" ALUMINUM COILS, INC Soffits Appendix D 1/2" 1/2" 1/2" 1/2" 1/2" 0.25'TYP 0.125' TYP 13.75" BLANK 3/8" PROFILE IIT" PH afoaa aaaa aaoca aaao oo ao oaao END OF REPORT ALC15001. 3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r 112/2018 Florida Building Code Online Jj `," rr y+ y ' 1 yt i i l 4- P Lrt. y4 S y t ::N xv L` p" , yG x_.....,..s..,.-...,.F`. 4s+ i xa..,.... _,,....? .-_x.x._..;a_.,y...::......:..............z..::.....Lv.....,_..... ...: ...tr.i#'. 4 j` BCIS Home Log In User Registration ^ Hot Topics i Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Sean F i01hf a Product ApprovalQJINLo,% r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email . Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE s. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nieminen.pdf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%2OCode%200niine.htmI 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 summary of,Products 5444.1 1 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 1" M 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.pdf Created by Independent Third Party: Yes 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<_ supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: M Wq, ® cthrk M Credit Card Safe V file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%2OBuilding%2OCode%200nline.html 2/2 TRINITY1 ERD 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 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6ch Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. s r Florida Registration No. 59166, Florida DC4ANE1983 71i•rueiniy The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. 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. 5. This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY i ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/ 09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09. 05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON- HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 f Rll i ERD 4. PRODUCT DESCRIPTION: 4.1 CT20T-, Xr- 25, XTT- 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia T"°, Belmont®, Belmont° IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark TM, LandmarkT'" IR, Landmark*" Pro, Landmark*"" Premium, LandmarkT'" TL, LandmarkT" 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 ShakeT", Presidential Shake TM IR, Presidential Shake TLT" and Presidential SolarisT' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras*"', Highland SlateT"' and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT"° 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 RidgeT"", Cedar Crest—. Cedar CreStTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. 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,it = 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 PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Va,d = 150 mph (Vuit = 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 SolarisT') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Valt = 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, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 3 of 12 r TRINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20`, XT-- 25, XTTM 30, XT" 301 R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mm)--(305 mm)- r 305 mm)----J, Sealant 1"(25mm) C1"(25mm) 5 sls" (145 mm) 5 i&, for A'orwood Mad TT METRIC 13Vs" 131/131/8„ 25 mm) Sealant 1"(25 mm) 6 r„ Figure 11-3: Usefournailsfor everpfill sbingte. Use four nails and sir spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Rooting cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 114- Usa four nails and sax spots of aspbalt wnent on steep sloes. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT201", XT" 25, XTT" 30, XT'" 30 IR: Cut Shingles 1"F+2" (50 mm} Remove 25 mm} Mh fngles 66 1(3D5`m, i——— } 1125m-1 1Cap ( 3051mm)Shingle I Figure 11-24: Gut tabs, then trirn back to make cap sbingglleLLs \`1, Z ot None ooa p a l English dimensions shourt). Figure It-25: Installation of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NK " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate ofAuthorizotion #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 ARCADIATM; LOW AND STANDARD SLOPE STEEP SLOPE L.-Se SIX nails for even full shingle located a: shown below, Nail Lim Nzil NO Lin r (25 mm) t' (25 mm) Figure 2: Use six nails for every full sblugle, V1t TRINITY 1 ERD Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shomt below Apply asphalt roofing cement 1"(25 mm) From edge of shingte. Asphalt roofing cement meetin,;1MM D 3586 h to 11 is sugge-stect. Hip & Ridge for Arcadia'": Cedar Crest'"", Cedar Crest'" IR S mn) 1`25m11) LLL Figure 3: Use six nails and fcnu• spots cif asphalt ro(flng cement on steep slopes. 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® NPJT " adhesive or Henkel "PL® 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. g- ure I'' { 305 top Hand -sealing adhesive 4" 1/4" — 314" 1" Dab of asphalt cement between shingle layers 1' Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate ajAuthorization 1t95o3 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 TRINITY ERD 6.6 BELMONT® OR BELMONTO IR: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing i cement t" (25mm) from edge of shingle. f v.5'(16ant 1 lr2" 33 Fnm; cr les; { I.-1'(25nrn) z 1-f25mm3—j T I bills, MFirl o Affbinalraihr'requrrei. See below. Asphalt roofing Bement meeting ASTrIN1 D4586 Type II is suggested. n 7 ie2' f;3 mnr of 103 T l`125 ru_nr 25 rrir',-i t. 8 t226 nm} s r f r is .r T ! t" (25 nmj %[4mg cement 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®: Shanglee Ridge Figure 17-18: Shangle® Ridge. Exposure Remove tape from the right side g° and fasten SECOND Fasten the left side &518 RIGHT FIRST LEFT Figure 17-19: Installation. of ShangleO Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1133 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE® . lOW AND STEEP SLOPE STANDARD SLOPE Use five nails for even full Shangle. 5/8" 16 mm) 1.. 25 mm) T 0 51ii" 220 mm) Iignre 17-1 Usefire nails for eeen full Crand Uanor Shangle, Carriage 1lonse Shangle, or ('entonnlal Sldto. 44l TRINITY 1 ER® Use seven nails and three spots of asphalt roofing cement for every fill Grand ,Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt roofing centent I" (25 mat) from edge of shingle Figure 17-5). Asphalt roofing cement ulceting ASTM D4586 Type 1'1 is suggested. 7 ( 11 mm) 1„ or bs ., L H25 mm) 1 (251mm) 5/8" 16mm)tl ( 220mm) 4. _ _i Figure 17. 5. When installing Crand,Ilanor Sbangles on steer slopes, use seven nails arnl three spots ofrrspbalt roofing cement. Hip & Ridge for Carriage House Shangle"' and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles TM. ... .TIN .: TM • TM TM TM LANDMARK. LANDMARK ,IR LANDMARK ,PRO; LANDMARK PREMIUM, LANDMARK TC, LANDMARK SOLARIS, LANDMARK`"" SOLARIS(IR,`NORTHGATE .. LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/ 4" 12" 1--(305 mm)----(375 mm)— --(305 ntm)--1 Nailabler Area LANDMARK TL NorthGate: 131/ 2" 13" 131/2" 343 mm)----( 330 mm)-- —(343 mm)--j i" (25 mm) 1" (25 mm)--Tz Figure 13- 4: Use four nails for evoy full shingle. YID= N 11- 1170 AREA 12, 14 314" 2' I+ (305 mm) — +— (375 mm) —+- I+- (305 Minn) -«-{ f t, aifng Limns 1" 126 mat) 0ppef nal6ne Lower nod Ine 1° (. 25 mm)— i Naaling areas for low and standard slopes (from 2:12 to 21:12) Nal betoven upper & bvaer fries as s mvn aba:,P. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate ofAuthorizotion ll9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1312 Certain -reed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Ise six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 type 11. Apply 1" spots of asphalt roofing cement uncle each corner and at about l2" to 13" in from each edge. METRIC DIMENSIONS Nail Area j Foi Steeol 1" 25 mm) 1" 25 mm' P TRINITY ! ERD LANDMARK TL 13r/2" 13" • • 13t/2= 343 mm) (330 mm) I (343 mm) 1-- 1 "(25 mm) 1 "(25 mm)- I I I 1 --I \ 25mm)"?--- Cement Figure 13-5• Use six nails andfoter spots of asphalt roofing cernent or; steep slopes. NorthGate: STEEP 12' 14-3/4" 12" SLOPE I- 005 mm)- A -- (375 mm! —(305 IT NAILING AREA Nailin imilsI 1°(25 mm) bedine% lr er 1°(25 Mm) 9 \ 7s . Nailing areas for steep slopes (greater than 21:12) and "Stor"Nailing" Nail between lo",ver 2 nail lines as shovm above. r-1" 25 mm) 6.8.1 Hio & Ridge for Landmark". Landmark'" IR. Landmark'" Pro. Landmark'" Premium. LandmarkT"" TL LandmarkTM Solaris, Landmark— Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow RidgeT" or NothGate Accessory 12" I 97/8" 305mm) r (250mm) L-415116" I 415/16 6 6' 150mm) (150mm) ( 125mm} (125mm) 12" 305mm) English Dimension Shadow Ridge'" T 13114" 337mm) 7' 180Imm) i Exterior Research and Design, LLC. Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVH7_ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 75/8" 196mm ) I Metric Dimension Shadow Ridge- Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 21 3T 25pntrrl)—= 1511E5"1'ESmrriry `It Centering Notch Align thes, notches ro tap edge of r4evious couru NorthGate Ridge I TY ERDRI 13 1/8" r--(333 mm)— 6 5/8"-I<-6 5/8' 068 mm) (168 mm) t 1 1 I Centering 7518 t31t4' Notch 194 mm) (337 mm) Align these/ 7 518" notches to top (194 mm) II edge of I previous course. NorthGate Accessory 12" J 305n m) - I Laying Notch I 11c" Rigure 13-20: Use Lryingnotebes to center sbingles on hips and ridges, and to locate the correct exposure. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 TRITY ! ERD 6. 9 PRESIDENTIAL SHAKE TM, PRESIDENTIAL SHAKE. TM IR, PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISTm: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cement tinder each shingle tab. After applying 5 nails in between the nailing guide lines; apply 4 nails 1" Nailing (.-- 40` --i above tab cutouts nTa6ing certain labs of overlying shingle cover nails. Guide Lines (1016 mm) 5 114' 133 mm) " • , 14 1/41. t- 1 1/2' 38mm) (362 mm) NOTE: Apply nails on painted guideline. VV4 Figure 16-6Fastening Presidential and Presidential TZ Sbake V diameter asphalt roofing cement sbingies on low and standard scopes. Figure 1647: Frutening Presirlenfial and Presidential T/L Stake shingles on steep slopes. 6.9. 1 Hip & Ridge for Presidential Shake" Presidential Shakelm IR Presidential Shake TUm, Presidential SolarisTM: 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 13f4" long or longer, so they penetrate either 3/ 4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory. 6. 9. 1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1T"" 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 CrestT1, Cedar CrestT"" IR hip and ridge shingles. 6.10 I HATTERAST": LOW, STANDARD AND STEEP SLOPE: 230 25 _ ( 25 mm) (240 mm) i3,. 9318" 1 1 LRaofin96ement-1- i—J t40 mm) I rrnrr Is- 1. I:rtlrning I1rMeras Sbinglrs nu vrrp Stoyn For steep slojws. n;u rice milts and eight spots of asphalt roofing Figure 15. 3: Fastening 11alleras Sbingles on cement for each fall Hatteras tits as shorn above. Apply r' Lott' mtASlandard Slopes (Ennui) dianieter spots of roofing cement (,I M D 4586 Type 11 Por loin- and standard slopes, use lice nails for each full suri,esttp under mch rah corner. Press shfnnle into place; do not Hatteras shingle as shown above expose Cement. C.AIMON: Too nuteh roofing content rat caatse shingles to blister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1133 Certificate of Authorization #9503 6Tn EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles: (610) 6S1-5847 Revision 13: 09/05/2017 Page 10 of 12 w TRINITY1 ERa 6.10.1 Hip & Ridge for HatteraSTM: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 tbree piece units separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 mm) I I I 8' _18" (460 mm) I--- 18" (203min S ae2 l 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle r 231 Figure 15-20: Cut Hatteras shingles to make cover cap. Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND $L`ATET"", HIGHLAND SLATETm IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Dfiami-Dade, SIX nails are required. Apply t' diameter spots of asphalt roofing cement under each Ltb corner. Asphalt roofing cement meeting ASTM D4586 Type It is suggested. 9-vs. Miami -Dade requires six'ails (two najlsVinstalledovercentermloutasshmn). Miam:Dads requires SIX nals 0- nails irsU'kx: asr anler afoul as shonnt Fdqure 11-3: Use F1VB nails, for every Highland Slate .sbinole. Figure 11-3A: Use FIVE naikv and eigbl .spots ofaspball roofing ceutent finder each Fab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 4 J -f RININ ERa 6.12 PATRIOT'"': LOW AND STANDARD SLOPE STEEP SLOPE se FOUR n:tib for evetA. full shingle located as shown below. Soalant t`(25mmj j— — j 1*(45:-r_}++` 33- ta•t;s• ---- t-i,a• -{--- ,.-ire' wi Use [0[;R naiLs mid four spots of :4splmlt roofing cement for every till shingle as shown beliw% Asph.dl roofing cement meeting AS'f.N1 1)4586 Type 11 is suggested Apply 1'(25 ami) spots of asphalt roofing cement as shotsm. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1156 xn} t JRaonng Cement- a.3m1 (333 T°^) 6.12.1 Hip & Ridge for Patriot"": Refer to instructions herein for Cedar Crest'"', Cedar Crest" IR, Shadow Ridge"" NorthGate or Shangle RidgeT' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 611320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1 /2/2018 Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Public dbpr Product Approval USER: Public User rc tn:nir Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kern Eden kerri_eden@tamko.com r YTechnical 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 BCIS Site Map I Links I Sean Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Ais 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 f Validation Checklist -Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final. d Referenced Standard and Year (of Standard) Standard Year F ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003ONTAS1031995 f Equivalence of Product Standards r Certified By Sections from the Code https://www.floridabuiIding.org/pr/pf_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarigOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online H•4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva] Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdf 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 Underlayments final.pddfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.E No. 15 UL Ak Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Evai Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes https:/Mnaw.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 2/3 1 Certificate of Authorization No. 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate 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® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC 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: TAMK08 TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® 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(D No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO(D 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 TAMKO® TW Metal and Tile Underlayment Y Y N N N Y TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 01 TAMKO BUILDING PRODCUTS, INC. CREEK<' TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C; TAMKO BUILDING PRODCUTS, INC. C E E K TAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 77- 33 STATE OF • Z O'• 'v O N A; CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. TBP 14001.4 END OF REPORT 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. Certificate of Authorization No. 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture Guard@ TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKO@ Moisture Guard@ Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO 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 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CAl2269 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 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. It CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. C Y"R''P No 74021 STATE OF •41J' - CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics 1 Submit Surcharge I Stats & Facts 1 Publications FBC Staff Fior7(aa d Product Approval USER: 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 Z. Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 s°= acarter@lomanco.com T Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163e 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 Po f 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 t Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 113 1 /2/2018 Date Validated z Date Pending FBC Approval Date Approved d ctsSummaryoProducts FL # Florida Building Code Online 11/08/2017 11/12/2017 Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.13df Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A 08/17/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 135-2000 - IVOA 16051025.rLdf Verified By: Miami -Dade BCCO - CERventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Created by Independent Third Party: Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Evaluation Reports ea d b In pe en Thi P y: es 3792.2 730 Roof Louver Aluminum Roof Louver, Limits of Uses Certification Agency Certificate_ _ Approved for.use hi-HVHZ: Yes; Approved for use outside HVHZ: Impact Resistant: N/Ai FL3792 R10 C. CAC Lomanco 700 Series - NOA_ 16051028 gdl Quality Assurance Contract Expiration Date1" 08/16/2021:_ _ _ _. . _ Design Pressure: N/AL. _ . Installation Instructions;-- Other: 1. Refer to applicable building codes for required; FL3792 R10 II Lomanco 700 Series - NOA 16051028.12df, ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model`' Verified By: Miami -Dade BCCO - CER)l Created by Independent Third Party:,s 730,750,770 Roof Louvers shall not be installed on roof mean; Evaluation Reports, heights greater than 33 feet., FL3792 R10 AE Lomanco 700 Series - NOA 16051028.p_df Created by Independent Third Party: Yesr MMI Lo er u u L e Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.oddf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC NOA 15-0709.09.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R10 II NOA 15-0709.09.oddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes 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 Stat ment Refund Statement https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTr[zAU6DFsUcmbpCG3RoA%3d%3d 2/3 tou DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.niiamidade.i!ov/eeonomv 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. 4--jA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA, No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750:Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer bead 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 - , 1 1. DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 IN m Ow M ME I M - -- 700 SERIES LOUVERED ROOF VENT IN m Ow M MEI M - -- 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT u 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 750-S SERIES LOWERED ROOF VENT r .M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i MIAMI•DADE COUNTY DETAIL I 1 2 00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE i i 4, 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Moak IAM MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 Mianu-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. 4A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS-- ' - - - - - Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail P/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 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'h" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 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 I t r i 15 I R 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B i i f i O 750 SERIES LOUVERED ROOF VENT u 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 A—. . , r-% 4e.y DETAIL C 750-S SERIES LOUVERED ROOF VENT 4 , ' -- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 m i 5,33 lu DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MAW MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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. APPROYEF- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 1 of 9 ROOFING COMPONENT APPROVA°L Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. 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 ceinent around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 1.6-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A r' i 1r t r 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 750 SERIES LOUVERED ROOF VENT MIAMI-DADE COUNTY F.11ju:(GYPIN I 13I.Y. 1 -- u 9 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 A M . >,, :... ."-0. , A” , ... DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 7 of 9 0 DETAIL C 1 i 1 t r a y 1 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMI•DADECO; Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 I 0 DETAIL ,D r.r I i 21010 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 1.6-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-.CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2014 TMS 402 2016 Method 1 Option A i 10/18/2017 I Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Modelr Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.pdf Approved for use outside HVHZ. Yes FL158 R10 C CAC NOA 17-0821 19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL1S8 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: Eack Rext Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cnoyrlaht 2007-2013 State of Florida.:: Privacy Statement :: A—Mbillty 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 650.487.1395. *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 emails 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:. ached: a . Credit Card Safe MIA:Ml^DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ivliami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmy,miamidade.goy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOP,: 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 night 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" Nigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUlYANT: 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. MISSME IMPACT RATING: Large and Small Missile Impact Resistant LABEMNG: 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 data 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 Ifeimy A. Makar, P.E., M.S. NOA -No, 17-0821.18 MlAhill3AOE G(1i7NFY%'( Expiration Date: 09/11/2018 8 1 t Approval Date: 09/28/2017 p / 2 8/Z-1-7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of], prepared by Craig Parrino, RE., dated March 24, 2003 and Drawing No. LT4612, titled Cost -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Ivlarch 24, 2003, last revision #1 dated April28, 2003 both drmvings signed and sealed by Craig Parrino, AE, B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTiVI E-529-94, prepared by Applied Research Laboratories, Report. No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, 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 Perrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, PE. D. MATERIAL CERTIFICATION: 1. Quality Systena'Manual far 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 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4 , 6" & 12" Lintel Safe Load 'fables", sheets I 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 L By Mirnni-Dade County Building Code Compliance Office, E. MATERIAL CERTIFICATIONS 1. None. 0( elmy A. Makar, P.E., M,S. Product Control Section Supervisor NOA. No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details" sheet l of 1, prepared by Craig Parrino, P. E„ dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E_, dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of'Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P..E., certifying compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None, B. TESTS L None, C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Minnii-Dade County Department of .Regulatory and Economic Resources MR). E. MATERIAL CERTIFICATIONS L None. 6ffel-my 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 l;-2 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # I4-0903.03 A. DRAWINGS 1. Drcnving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No, LT4612, titled "Cast Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114 all prepared, signed and sealed by Craig Parrino, P.E., on 08119114, B. TESTS 1. None. C. CALCULATIONS 1. Calcurlations for Cast --Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OT14ER 1. Letter fro>}z Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida .Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regullatory and Economic ,Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P.E. l Reim, A. Malcar, P.G., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 09/11/2018 Approval Date: 09/2812017 E-3 lC4V0'ST- 4l9'd ® HIGH STRENGTH PRECAST AND llqATG PRESTRESSED CONCRETE LINTELS TYPE "6" TYPE "A!' STIR mI II II II C" SPACING 5" A_' L I. 5" "C. SPACING A" e0Tf—1 STEEL LENGTH 6" & 12" PRECAST LINTEL REWFORCING CAGE FAIRRICATION MODE1 12- PRECAST U-UNTEC rltrCJST wl P' RECESS ODOR U-UNTEL 8" PREC CT U.-UNTFL 4- SOLID UHTEL 3 8 g• 3 5 0" 1 F 5/8, 1 Te'1 3/4" 3 A 12 E B• t6• a I/F 1 2 e A. xPC sn8Ayp5 TOAi•0. i gk. roP srcn As seecoeuG T z'I eAAUPS nw r/nv iu snAwn rcpu yn us u• siuwuro iO n Mniqj[FR H u pim AT"fC1n04ttA[a iR m m i Io • UIEr• 1roAIGMLID w ry As igcRRUR C0. tAg1AP 3 Vi ta> f llppKll b IY 'A• si RPllP9 n m 7/paxv aAR 4 s eAuvs a " n M r - •• IMi[s 1 4 3 1 8^ L 1 7/1R e E 4' 7 I G 7/1 E e E 4' 7 l8 STRRUP DUMLS Q_ VIA O" PAEC SC U- IHTEL 1 • PRECAST EL[ RECESS 11-LINTEL 12^ PAEC6 _.17_T 4" SOLID LINTEL DATA TABLE 9" PRECAST U-LINTEL DATA TABLE a'" . • ' fAID9 D 41F,iUZIO tQZffL[i CY3ilIDJ l740 arai OCIITiD d33 [ 7fft17M6 7I :;1 7D R'4!LyO LIRDl vol[$[9De-SMJ.171Y ol Q4S A EEi IRIIi'•9r1•L'Lr:.3[G4t•7Cg9Q. E qrm% wmr2 Mom w worn A7:ri7.8D707F co, g rE ar vva o iF3S9]Now[iIFO f.9ik$C i• Id fiiII9 61C1 r iEF 7iC3mI111M G1FF1G3iImum 72" PRFCAST U-LINTEL DATA TABLE F9Z t47 ili• L•LJ EST:i' E57F[i7©rE+m v E 1IIl ii Irl zflcls,vm rr sm©s 1G1D 4'LDZ4i Q:ar om vmar lrlGIGL'YlLfii11i7L7G'mL9aDo mum Ma r rGMllum MEAMsv3rraL ar e>uREM iflClli 8:s sam F 4'T•3[E CIi/RIC Fi IO ECiG TiF7t o Mmi,llR2' TZ11=3 1 t,' Qa Cl l mmLlt7i7''•uMM 6'i' a;sale a mr:v mmrlocPo i2„ PRECAST W/ 2" RECESS D00 U—LINTEL,DATA TABLE MEMSER OF S41 niE rOS PROPRIETARY IATORMATION DUCISPRDVILEDFORPROT APPROVAL U IC PROTECTED DY COPYOONT UWS AND GANAUT AE REPRODGCEO ON CISTR8IUTEU NITNOUT INC POOR WAATEN WASERT CAST-CREIE USA, VlG 1. AEWnw,4N0 .1c. T142 PA =v -1-1 03. F4, nb (E RELAR 4: RTOFPDIR 97Rd ' 0 AHD IA DIGR UN ' - " PSI olum 8o Asm is 8. NOTD TAIL TOTAL MOUE. aF IMIRWA AC.Ma Mirwula" STAROIO L cORCRBUi 4"ENOT115i Pa - F000 Tat Pm All 4IIIEB ANO II INAN n011 EACH END OF AO AOIRORMHO OACEI MR EAAWIE - R0. OF PAECAW LRD M 1'. n a00R Psl M 4 14111 II WU ..wt3 - 4, TREK IE AEI rmol.b GOE TAAA 4,w N0A[L RIIL7IR ROINA Ei'a SNAAC 0 CGF eau — MCA 1. PE FLURR TAIR .1. 2 AARAWA FROM =4 Wo. L OH a a. Is INCA I w— AffFA RTOPFIRo rwu —L. Fa >,(y P,4/,h' eRonucrRr:vlsrn Asenmplyiny, withf6a Lauri o` Rccu7:LncG NDIO$ZJ•1g pROnUCT RLVl3iiilw9'an Data "'TrJ/8 ps eomplYinCtcl6t:t; Mold') 7i6vlyd11v; 4^Dda'¢-o o3_n'3 ri 78f /. ,Rat .._.•1t./ fFa1 .:uct con; &,Np uw uNo 0 STqOFCRAIGPARRINO P.V{M}'G oot I r ' S• OfttO .' W4CR579 ooA VONAL.5 \°a FL. P,ESEKNLIC.N0ER, FL3A4756Tna: PRECAST AND PRESTRESSED LiNTEL DETAILS F1tE NAAE: De5UBh1! DA1WA er: JOµAIf AANAUD smu, AS BAON7t DATE: 3/21/D7 CµEGEED BYI CRAIO PAREIAD, P.E. 0.GWWGFDr6/2 3REET: I DF 1 GENERAL NOTES i) Mateaiotr. tb 4' Crecaat Ifnld . UW Psi re.Ck12•p ecwd li=6MYcgrout = 31R1a psi wi h tt oximum tit/7is froh yyegotencralama:Dory unite QAU) ppeer AS11A M dUr mn4num'nel area campres W sVengllllUUhhhh = 000 psi bar per A= A615 Crode 80 mortar per ASTU C270 typo M or S 2) NI safe lead tahlea 6osud wf mnhnam 4 inch norrrinol bearing. Ezceotion: Sofa toads for Imid typo 6U8, 12U0 and 17RUS K be rada..d by 7. if bearhq length Is lace San 6 1/2 inches. 3) P(.vld. full morlar bed and head jo±nlc, 4) The number in Parenthesis indicates the p.-mt redwUm for grad. 40 sold added reb_ emote, 1T-4' Line) 12F24-28 c.f9 rily load = 1428U0w/ 147. reduction $ t428 `.BB) a t228 pit 5) NI liatols meat ear owed iv ifo deffecUap. 8keoen• Lme fiiik 1218 17-4bnpv weei L/Ie0 d0seloo, Use le H.Red to .editions meelin9 the Florida Building Code Sman 1604.3.1 s, applicable. 6) Shore filled liable as required. 7) 4• slid ILA is to be inalalled w/ 4 dtmamsfon hodaonlul and 8• dimension var9ml. 8) on nslallali.n/all rd'Fl at ll'bd most comply with the .rehdeelural and/car sWcWral daamenla. 9) The 4a194a may avalwt. cads ed loads lmm the ears food lobles U/ W, ulakq Ch. m—um rubling moment and sheer at d--ir from the foes of .uppa,L 12) 6• & I%- Unlds are MANteclorad adlh 5-1/2' lung notches cal he a101 to Winedala vedical "a minfarcing and grourng. 15) The exterior sort.. of I FW. installed to exlertar u,mer.14 rna"I wogs shall have atootingofstucooppliodinaccordancewithASRAC-926 or other opprored a.gng. I4) Unlela loaded simalla.auery xl0i verlic.1 (( ..?ly or gift) and horizontal (leleroQ loadsshouldlwcheckedforthe .mb,nod too&ng rRfl Uw kgoafng egoatbn: Applied vediacl load Appliedronle, edhadtoadSole v 11.1 l.d * Soto ho kental load S 1.0 15) For cumpos'ta Wet height. not shown. use cafe loos Wm nett luesr belghl sbown. ie) For 040 length. n.L shorn, 'use sat. bad from next largest length show, 17) Sets loads we wpwimposad olloeable loads. 18) Sots lands based on rational design oriole per AL1 530 and AL1 318, ' 19) Addlienal 19lerof load copadty can bs obtained byy the ds 9 ear by prodding additional roinfor<ed c.narots masonry ua8s (Rl'AAU) above the Vot ses sketch heloe SEE SAFE LA7ERA1. LOAD TABLES FOR LOAD RATING FOR EACH ADDRIONAL REINFORCED CIAU ( RCMU) g FULL COURSE 1/2` CLR lYP - (1) 15 REBAR FOR 6' LINTELS 2) #$ REWR FOR 12" UNTELS GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS W-4- 1111 C GRAVITY TYPE LENGTH 4S8 S-6" ( 42") PRECAST 1180 C--O" ( 48") PRECAST 959 4'-6" ( 54") PRECAST 789 V-10"( 70") PRECAST 460 6'-6" ( 78") PRECAST 360 7'4- ( 90') PRECAST 260 112") PRECAST 156 1(Y- 6" (126') PRECAST 116 CilTi.C" t<i4d7M UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6" ( 42') PRECAST 687 371 4'-O' ( 4151 PRECAST 597 320 4'-6" ( 54') PRECAST 529 258 5-10"( 70") PRECAST 407 148 6'-6" ( 78") PRECAST 366 118 T-6" ( 90') PRECAST 280 87 9'-4' ( 1121 PRECAST 187 55 10'-6' ( 126") PRECAST 152 43 12U8 12FB 12M2 12F16 10) R. R. =Hal Rated -i `'Fi' .. .•: ^; -:,: -P •„_• 11) Bottom Fiord added rebor to be ladled at Us bottom of the lintel co*y.14 I I I•," O Oo ' O PR0rAJCT MIS13D 6U8 6F6 6F12 6F16 to e. mplyinr with the Flnalde Bstflding Cmlc l lion Dde d G 21 B zp`4, ,;: 4• f•' . z • TYPE OE5IGNATION rr. rue xml sour/{ay-usUm ®Y •F7 :r Qui .nnt,:a± z• ,J :: :`'• ia;.'))' 'i'' s' ` ' tie"-S •- •: c: e onauoFFu'mc nairtu • • 'i ,}{ ;nC::: . •)I .'. :-I . nr 12F16-213/ 27is J;; ::::..,. .;•f ` ,:' r .•%'.4+'. - ? car 1, t`At; . Saud ,mS-1- lYb'><a. IOaHF Rrnc9 N FOP - - _ %Al III IGY ill PCWAN FOR 12 U085 • ,• •+::t:{`:,.? ',''•; S..,i ••.:•••" i)laD .FOR vFA•da.^ 'ti' ^'}y. :. '•'•`E. ra'1 •i>+ t 1 I-1/.'f11111 a ~• - ,+* ".ydlb'i`•,- a a .,,' A-•:YA .-, .. t..,. '.:` ,r ,rod' •-. y.•;'` O O.'• '• t. ••O •. F' N',•Y 4S8 r4: 3 , 5. 12F28 12F24 12F20 1sJr Al Fen '' ,._';• a MRObUCT RRVfS177 o vrl fz) WWAD«a tar sets ;;T( ;• `7i• + pwmPlyillg.riih tl,c Pfasi,L, ronW nrw• a wale T j F • * I7Wlding Cwl. 11 5 6' AcrUAL %O p'Aaaa, ,• • •• • • 0 0.c'.,•,p. .y t(r:CRAIGPARRINO PA,Splmuonbwa ¢- 0of 12 NOMINAL vnDTx % S . f O R I V , -' " 637A CR 579 f 6F32 6F28 6F24 6F20 P'JPddSa ALi+ PU C N 756 3358A fit de.' ncc ' J E E L SI REVISION 8 E MEMBER OF TmE-CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES JAIHAME C AN CE E L EVIS 0 S 12 14 xmxr _ '• - f; H FIlE WNE: DRSUB3-II DRtHN SYr JDHFN AAIUDD SGIE• n '°' ltFtSl'-' Yh . PAID 3/21/03 CHECKED of, cla PARPoIIO, P,E. -KEG, H0, 41756 DRAH0C:110. 174612 SHEET ± OF 7 SAFE GRAVITY LOADS FOR 6" PRECAST U LINTELS cgsvwatlKa SAFE: LOAD - POUNDS PER LINEAR FOOT TYPE 6U6 6F8-1B 5F12-1861`16-186f29-1B6F24-18BF20-135F32-IBLENGTH S-6" (42') PRECAST 2332 1 2575 3892 5050 6148 7227 8297 9357 4'-0" (45") PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 1654 1857 3533 5050 6148 7227 8297 9357 5'-10"(70") PRECAST 1067 1260 21M 3557 5734 7227 82975 8225 6'-6" (78") PRECAST 949 1 1078 1831 2850 4328 6737 8297 9357 7'-0" (90") PRECAST 779 883 1459 218E 3151 4524 6654 9357 9'-4" (112") PRECAST 554 66D 1058 1523 2084 2795 3731 5017 10'-5"(126") PRECAST 503 566 895 1270 1705 2236 r2238 3747 11'-4"(136") PRECAST 457 513 805 1133 1507 1952 3163 12'-0"(144") PRECAST 425 477 744 1042 1577 1769 2806 I60") PRECAST 373 417 646 895 1170 1495 2285 14'-0'(166') PRECAST 351 392 605 835 1087 1373 1703 2087 17'4' (208") PRECAST N.R, 1 299 455 820 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 MUSER OF SAFE LATERAL LOADS FOR 6" PRECAST U-LINTELS 1' i'' M SAFE PLIF Ap LENGT'H' TYPE 6UB 6F8 RCM U 3'-6" (42'1 PRECAST 587 1055 596 4'-0" (48") PRECAST 467 787 445 4'—s" (54") PRECAST 416 609 344 5'-10" (70") PRECAST 300 350 198 6'-6' (78") PRECAST 263 496 157 7'-6' (90") PRECAST 2 22 367 115 9'-e (112") PRECAST 173 352 74 PRECAST 151 276 58 I1'-4" (136") PRECAST 139 311 49 12'-0" (144") PRECAST 131 277 44 13'-4-(160") PRECAST 117 223 35 14'-0" (168") PRECAST 111 202 32 17'-4" (208") PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 i SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS lcft"41m" SAFE LOAD - POUNDS PER LINEAR FOOT LE NGTH TYPE 6FB-1T U12-17 6F76-1T F20--1T 6F24--1T 6F26--1T 6F32-IT 3'-6" (42") PRECAST 1412 2074 1 2715 3356 3997 4638 5279 4'--0" (48") PRECAST 1600 2357 2913 3470 4027 4583 4'-6" (54") PRECAST 1592 2084 2577 3069 3562 4055 V-10%70'7 PRECAST F723 1222 1600 1979 2357 2738 3114 6'-6" (78') PRECAST 10975 1437(4 1777 2117 2457 2797 7'-0- (90' PRECAST 646 863D4 12491,4 15441g) 1840 (l1 2135 0) 2431 h 9'-e (112'1 PRECAST 575 1 5711i, 980,E 1252j 1492 17321 1972 10'-6" (126") PRECAST 514 4621,4 787 ( 1121j 133641 1551 s 1706 m PRECAST 474 4041iil 555 985 " 1213„ 1442 1645 g 12`-0"(144") PRECAST 454 I 387t4 619 a 886 1093 1299 1506 IS-4"(160") PRECAST 402 I 398(iil 516 736 906 a 1076 1247 l4'-0"(168") PRECAST 368(1 285(A 475 677 832 989 1145 17'-e (208") PRECAST 253 (11 208 t+ 335. 476 M 585 a 693 603 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GENERAL NOTE NO. 4 PROMIU RF-MM me wmpZyiwith Ille rka>ridz Rui[ dip5 code Aruptwke No 2/-/8 19 IE;cpi t'qn Datu By AliamiD "' .oduat CoiWpf 44 1 dObtlCt ItZIy1SF6 ftmmJl°6 'YIn 1Ao rinridu 6CudaT fQF P ( f pew CRAIGPARRINO A 24, Prt oa e3y 2 'f orffiSS Rl"' G 44 8324OR579 zo pif fHi n Ua SEPPNER. FL 33564 PLPLUG- N0.44756 nu.- CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB lLE NAl(E; DHSUGA-14 OIUWN Bfr ]OHAH AHNRUO 6CZ,t&t i6i•5, _ DAIS S/11/OJ CryEGKFA SY C= W&H0, P.C. - REG. 110, 44756 D&/+'MIIG:HO, LT4612 SHEE! SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4- SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH NO 12W28 I21`12-28 WiO-2612F26-26 IMA-26 12F28-28 12F52-26 V-6" (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54') PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 V-I0"(74") PRECAST 1512 2320 3218 5234 8487 11060 12755 1443q, 6'-6" PRECAST 1383 FIMT2679 4196 6421 10032 12755 1443E 7'-6" (90') PRECAST 1138 1628 2131 3218 4676 5756 9763 135240 9'-4" (112") PRECAST 796 1216 1535 2230 3083 4161 5593 75524,y PRECAST 614 1043 1295 1853 2516 3323 1 4334 5632 I1'-4"(im") PRECAST 518 945 1162 1649 2216 2893 3719 4746E 12'-0"(144") PRECAST 456 578 1073 1 1513 2020 1 2617 3333 42061n IS-4"(160") PRECAST 354 767 D 926 1294 1709 2188 2743 3409p 14'-0" (168") PRECAST 32I 720,1 665 1 1204 1584 2017 2451 31064 17'-4'(2081 PRECAST N.R. 451 0 631" 681E 1141D 1428n, 17501E5 2102E 191-41(232") PRECAST N,R. 3431„ 477 D, 700 D 925, I W; 138D1s 1609151 rnv ItAsT.& vd1w SAFE LOAD PLF LENGTH TYPE 12US 12FB RCMU 3'-G" (42") PRECAST 1295 4841 393 4'-0" (48") PRECAST 1295 4841 2-9941EE 4'-6" (54t') PRECAST 1049 3922 2417,4 5'-10"(7U') PRECAST 681 2547 1552E 8'-6" (78") PRECAST 579 2167 1234 4 7'-6" (9(Y) PRECAST 474 1771 91444 9'-4" (1121 PRECAST 355 1326 580Ea4 PRECAST 306 1143 4541,4 11'-4"(136") PRECAST 278 1041 3881p4 12'-0"(144") PRECAST 260 971 345, 13'-4"(1601 PRECAST 229 657 278 14'4'(I68") PRECAST 216 809 2510 17'-4" (208') PRESTRESSED N.R. 533 a 162 19'-4'(2&') PRESTRESSED N.R. 5341 1301L L4J IHt ft RHh IN MMKLSIS ARE MUM HEIYJG MS W3 aLc VLNLML IYV,c 40 GRADE 40 FIELD ADDED REEWN. SEE MGM NOTE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 47° pRK SAFELAT A LOAD FOR1.11AiTFl c 4 i190TG SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE2RU16 12EF11-2812RFIM 12RF14-2 12RF18-2 12FE22- 12RT28-2 12RF30-2 4'-4" (52") PRECAST 2538 2942 5466 7584 9640 11689 13679 15679 4'-6" (54°) PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 V-8" (881 PRECAST 1347 1841 3555 6395 9640 11669 13679 15671„ V-10"(70") PRECAST 1259 1758 3361 5954 9368 11669 13679 1567q 6'-8" (80' PRECAST 924 1430 2633 4415 6684 10351„ 12571i, 1460QE, 7'-V (90") PRECAST 703 1203 2157 3494 5259 792211 96231E 1132q 9'-8" (116") PRECAST 389 843 1451 0 2157 3203E 442711i 54170 63801„ 1}A l"t NUMtkn IN YAHLtDHLSlti AKL YLHULNI REIAK,ION5 FUR GRADE 40 HEED ADDED REBM. SEE GENERAL NOTE No. 4 t-/aT_rr SAFE LOAD PLF LENGTH TYPE 12RUE 12RF6 RCMU, 4'-4" (52") PRECAST 1295 3692 25B31,4 4'-6". (54') PRECAST 1213 3458 2417,4 V-8" (68") PRECAST 784 2236 15011, 5'-101 PRECAST 747 2129 1552D4 6'-8" (80') PRECAST 602 1716 117q y 7'-6" (90") PRECAST 504 1438 91404 9'-8" (116") PRECAST 355 1011` S 911 PKODv 17'.CVfSE6 lTaiitfi 4'+IYile4: with the FloridaAttenCTickPfaneONuf- O O/8Sx4ri,aEion)]arc 77j",'r'--f%--LLB SEE GENERAL NOTES - SHEET 1 OF 3 MEMSEd OF Mn: x- SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4CA VP4.ft 11 SAFE" LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12FS-21 12FI2-2T 12F16-2T 12F20-2T 104-17 12F28-2T 12F32-2T 42') PRECAST 2752 4287 5613 6938 B254 9589 10915 4'-0" (48°) PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6" (541 PRECAST 2113 3291 4310 5328 6347 7366 8364 5'-10"(70") PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-G" (78") PRECAST 1444 22698 2972E 3675 4378 5081 5784 7'-6" (90') PRECAST 5267(E 1767DD 2MB B) 31941„y 30061,I 4417 m 5028 E 9'-4" (112') PRECAST 1028 IN, 11711,4 2006E 2590 3087, 36B34, 4079 10'-6°(126 PRECAST 9Z01 9h74i 1612E 22810 2764E 32091, 3853 11'-4" (136') PRECAST 858 n, 629 „ 1404E 1982E 2441E 29D21 3364E 12'-0"(144') PRECAST 814 E 7534 T 12691, 1788p, 220E 2616E 3032E 13'-4"(160")PRECAST 6780 633y, 1057D, 1485E 1826f 2169ro 2513E PRECAST 622 D 586 T„ 974 p 13651+ 1679 D, 19930 23p91 17'-4"(208°) PRECAST 434 4 427 6950y 9640, 1182E 1402P 1BZ3 19'-4" (232") PRECAST 3661, 370 DD 693E 817 D 1002D 11871, 1372D IV THE RUWER5 IN PAIL NINESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD MM REM, SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U•LINTELS tAMr-& E9tl( VVV SAFE LOAD -POUNDS PER LINEAR FOOT PE LENGTH 12Rf6-2T 12RFIp-2712RF14-2TT2R{16-2112RF22-2T121tF16-21ITRFJO-2 4'-4" (52') PRECAST 1626 2585 3746 4806 5867 6928 7969 4'-V (54") PRECAST 1556 2582 3602 4623 5643 6684 7684 5'-8" (681 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10"(70") PRECAST 1173 1984, 2769 3553 433B 5123 5908 6'--8" (80-) PRECAST 1020 R 1538 2426 , 3114 3802 4489 1 5177 7'-6" (96') PRECAST 904 is 122811 21631i 1 2776w 339D T 4003 , 46171, 9qf ( 116") PRECAST 7031,E 771 W 1472D+ 2181E 2663 3145 36280 d k 4 Fp NUMBERS 1N PARENTHESIS ARE PERCENT REOUCDONB FOR C% y •"•• EN , 40 FIELD ADDED REBW, SEE GENERAL NOTE 80. 4 447 rYtaOnucrRrvrsl am oaopIyfng fxilh Dic PI"dJn Fiti7ding Wdo T E FI+-;` A'. CEiAIOPAAflINO dAYr" r s/ {'x\,y it7, m><iQadcl+dOctConEml Fff4ElR,.T L33584 vrtxONAL44,` FL.F.EAfO Ttb.gkPd56 TmECAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FlLE HANG OBSUDT-14 ORAWH BY., JOHAH MOLD $GALF W.31 GATE: S/24/03 CHECKED STt MG PARRINO, NE, - RED. H0. 44756 DRAWING: RG, L14612 SHEET 3 OF 3 MIAMI^DADS MIANII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-24-74 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 AID) 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" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT; Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING. Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County Iogo. 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, B-5 & )-6 as well as approval document mentioned above, The submitted documentation was reviewed by Ie my A. Makar, P.E., M.S. M IAAMJ MADE coU FiY <ke NOA No. 17-082119 WHMM,, , o l Expiration Date: 05/21/2022 a $ /fiApproval Date: 09128/2017 017 rPage 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, R E., dated 06107197, revision 44 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 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 06/20195 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 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for 95 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28I96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 far #5 rebar by Birmingham Steel Corp. S. Mill Certified .Inspection Report #84M19805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 984 M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-1120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. di' 17 Oefmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Data: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. 11%lill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual far Cast -Crete Machine .Made Precast Lintels dated 05114196. 13. Quality Control ltilanual 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e llelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821,19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel .Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS T None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1, None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. a 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.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. tf e[my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 P-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTIIER 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 417-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled N.fodels, total of (8) concrete lintel specimens, per ASTME-529-94 prepared by FTL, Report No, 16-0425 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. CAeimy A. Maka r, 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 SUBNUTTED 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., elated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 hxpiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCTRGVISCD PROOUCTRUNBWP.D Rs P.YSOwP17111H tt41h the Ft0rtd0 B 73uilding d0 m vt CMh*N' Ac tancD No17 aB2l•g o OOp yc2a 8xy1c tlan Dnlc 1 iraEian DRICD 2 I •' Z ,y T3lMuuPIDA wCD- WILmuOuDYRODtiCTRENz`N t os—plyiasw{lh LSD i OuildinE cn& AccOPEODEx No_L_, w/ a RMUS Dti€4 9 t 0" PBE¢Qjj Ij00P U-LIN7EL 0" pAECAS7 U..LIHCEL e" Pfh31RESSEC U-L TYPE "A" STIRRUPS y. 7/32,"35 OAR t7 STIRRUPS v LINTELS STRRUP DETAILS swRE, use. Lly7l/ Z2`0 OAR IRRUPS D" STIRRUPS w M fd" LI S STIRRUP bETAiL sww Ta PRESTRESSED U—LINTEL 4 L511E V6tt U14ECT WJ&H7 P 0 L BPA INO sNT1°A6 14-8 I 542 7% 32 BAN I -3• 7 32 A 14-6 4. a 3'-0 9 19-4 D.HO 667 32 DAR 1 -3 7 32 OAK IS-2 4 ® -2 9 7 -1' CASE m 7 32 BAR 3 2 BAR 77'-2 4 0 3'-O" D 19 -{ 0.1'/0 7 3 7 32 BAR 3' 7 32 oAA 19 -2 410 4 -2 9 21' a U.IS4 7B7 7 32 BAR 7 42 BAR I -35 -0 7/32 UAA 2l'^2" a* 3'-E 3/47 10 22'-OP 0,200 flit TO 3O" 7/32 BAR 2('-IV' 6 0 3'-10 3/6' 10 24'^0' C.21B ees 7 3 OAfl 0 -D 7/32 BAR 23'-t0" e 0 4'-3 1/6" 10 B° .PRECAST W1 2" RECESS DOOR U--LINTEL DATA TABLE IT3{,,Rf44',gg EiY»Ltt;,[41• JLA9:UtYil lifJ. RIWARTid iiELalL'1J:1f1'1Il j 31if;ii: S'' 0F L lil— I I i[A.7 Z1 I9fKii'1'F L71,0 mm,ZMCfII Fr7 FFFL' 1© at17:• I:lliYai''Y/EY,3 ilEIII©L7, O lifilIlLw RIGT IiG7fii'4CJIt iPill' K3Qlll f[3'aLt'' Wi"KxmpL' I l e'aAi,1•]iIMIR I:II'l:irq 1.M4iY W>•',YL'I ID' I i CiiIiEYL111C 1.L173=t717hi t!i'C F71 IlO MEMBER OF ftaY/40Nf Tds •Y — mc •s• s0/NN vC T -'Cl- AIvOars E00Ds RECAST LINTEL R NFORCINP CAPE FAglf„E0QR M9= + rvF eT/res uA1nS 017 rflA`4PIRA0/tt/E'P PIMl01A v Mom, s Ar seas iridt 22.1az7 o1522, z7L;;j lv_ PRESTREAaED umn Itllfilt UM sA6ABRIOH 100EL PaFr.AST IJ-- LINTEL DATA qp VO I, IE WWVT T-2 rET a 0 I D/ACFC 0.032 52B 3 RFRAft mil^ 7 32 EAfl 3-A'- A 4 4'-0'• D. D37 4 j3 REH 3 -11 7 32 EAR 3'-6" N A 4 41-0" D. 0 I 1 102 V3 REBAR 4'-D" 7 32 BAR 4 2• A 4 6- 0.04 NE rt 6 -3 7 31 EAR 5-0 N ., O 5-10 0105 5-9 7 32 DAR 5-e O O" 0.000 z 4 REBAR 6'-5 7 32 OAR V-2" N A O 0.069 270 14 REBAR 7- 7 32 CAN 7'-2" A 5 9'-4" O, OsG 339 AR a -3" 9 REBAA 2-0 E O" QA08 37O 4 AEOAK 1 -Sw 3 SWAN 0'-2 2-0 O 11•-4" O. ID4 405 A5 REBAR-3" 3 AEOAR I1'-0" 3=0' 0 t2- O.T5t1 5 REBAR 5- 5 3 ROAR 11-e" 3-D' e S'-4" Od22 eo REBAR t3'^C" REDAR la-0" 29 d 6 8 RERAN 13-B 0 B TNIS PROPRt(CAFY iHF0A14ATi0N IS PAWIDEI FOR PRODUCT APPROYAC, LY 1S Pfl01ECTE0 BY CaPTfljCHT IAW9 ANO CANNOT BE JW.000EO DR 1).VTED VIIIHOUT THE PRIOR Ylat rEN CONSEBT of CAM-ORETE USA. IHC, Aft A _ I -RIPE T. RBNFDACOTO'SIEEL /3x MR 6331 A5101 µP4. D. NOTO, WE TDTAL Timm OF SDDRUPS REQUIRED IS COVIVE0 SWIlWOPROHEACHAMISREOARCRUI; SD ABTR ASIS;-7/16 IRON TWETER 270R51 u lft- BEU3ARON PAETAMINO To o FOR LXA87EE ENIFSwa4. SBIANP ASTE A416• DTHSTR TREIF'7NE DO. REWOegNO GCE HODEL SNT42 SHREWS 2. DCRCpETE 0IR4lOWS1 1' r = "do P9{ IOA 9' PNO11 Eke" DID. FRESTBESSE0 WIIEES. V- r• 1000 P31 EOA ALL C. PaDNOs OT POLYPROPYLENE S7BER5 PER PRECAST a 1NON Wn" S. OU.YA. OF CONCRETE NAT BE USED III tAu OV, 3, DIDIN. PRESTRESSFORCE o 070 R iW. OF PB62TAESSID uum RODEOIRAHO -ACE 4. SmPPBED mpl1_tm, PBESIRtsuli 7D RwSr t1YrINO AND NNMm FOB -ES. V •,Y J'RDD( iCi R 4i$(:D s S1"" v(/' Re cnmlil,Nne T' PhthoPloPldo FiNidiDg Codo y y E 0 CRAIG PARRINO Ac TmmeNPl o o3, aZ 73q/f IbDDAto 2atG 6324CR578 t41am l vaiE", FL.P,ELC. 0. g474. 56 Ngm CAST—CRETE8" LINTEL FABRICATION DETAILS 001UB1-14 DAAE'U E(R CRAIC PMAA7, P.0 -BCC. H0. 445E sCALFI 80J N SCRIP 11 4T766 1 EMIR lb, FRI MIT[ 1 OF 3 SAFE GRAVITY LOADS FOR 8" PRWAST PRESTRESSED U LINTELS SAPS LATERAL LOADS B" PR,, 6& CA6T & PREHi11ES8Rp U FOR U J.iNT&S,S SAFE UPLIFT LOA 5 FOR 8" PRECAST PRESTR1 8SPD U-LtNTELS 110-4at41'a41' S AFELOAD-POUNDs PER LINEAR FOOT d:QS4'+4 pGs6' V 77 SAFPLF 4 "A"• 3AFELOAD-POUNDS PER LINEAR FOOT LENGT7-1 8U0 HFB-08 8F12-OHBpe-1H eF12-fH BFtb^08 eFfe-T8 0i20-Oa BT7u-IS 8F2i-O8 BT24-18 BP28-OH BFfa-1B AF32-19 P LENC7'TI•i BUf F$ RGNU LENGVTH TYPE 88F0-2T eFl2-2I aF18-2F 8F20-2T 8F94-27 BF2R-2T aFJ2-2T 3'-6" (h2") PRECAST 2231 3062 370 5193 6607 6054 9502 10051 3'-fi" (42 j PRECAST 1025 1024 1598 3'-G" (42' PRECAST 1569 2655 521 4394 5283 613'2 70D1 Soso 4605 6113 7s17 a974 m394 1IA09 15b9 2855 3524 4394 S26i s132 7001 4'-0" (W') PRECAST 1965 2581 2751 3a2o 4890 3961 7034 ale? 4,-0" (48") PRECAST 765 753 1309 4'-0" (48) PRECAST T363 5 3060 3015 4570 5325 8070 2693 46Z 61 f3 7547 6974 10394 11909 13DI 23M 3060 3315 4$M 5325 W79 4'-6" (54") PRECAST 1599 1989 2HO 2031 3753 4576 BARD 8224 4-fin ,(54) PRECAST 592 591 1073 4'^6" (5¢") PRECAST 12D7 2040 2707 3375 4043 4111 5379 2169 4375 6113 7547 867Z 10294 11809 T207 M49 2707 3375 4043 4711 5379 5'-4" (64') PRECAST 1217 1,149 5438 1911,4 7580 3123 3696 4249 5-4" (64!) PRECAST 41'1 411 745 5'-4" (64) PRECAST 1018 171 i 2276t 283E J399 3961 4522 1653 3090 53d5 7547 420 flM 10127i Iota 1715 227E 2838 3399 Z961 4522 5'-10"(70') PRECAST 1002 1105 1173 1431 2090 2519 3W9 3470 5-10"(70") PRECAST 340 339 615 5'-10"(70) PRECAST 909 1567 n 20 259J t 310h 3620 , 4133 1451 2522 4360 1166n 6036 7161 Sn8fo 929 1567 2D50 2593 3107 3670 4133 6'-6" (78") PRECAST 908 17J6 2177 3460 M31 3707 43M 5051 6'-6" (76) PRECAST 507 721 490 6'-G' (78) PRECAST 855 14071 186 2324 279 3251 37120, lags 2177 34e0 53b1 s]ao tD394P6 ea25M A35 1dD7 fs6s 2329 2730 3251 s712 7'-6" (90'j PRECAST 743 1011 1721 2a32 2205 2898 3191 3465 7'-e (90") PRECAST 424 534 363 7'-6" (90) PRECAST 727 2{ a 2025 242E 2627 S228 foil 1729 2061 J898 5681 e467 < 727 24 Z25 242e 2a27 322E 9'-4" (1121 PRECAST 554 899 it50 1625 256f 3445 2416 3301 9'-4' (112) PRECAST 326 51 Z 230 9'-4" (112") PRECAST 59) 36 1474 1816 2157a 25ODmi 752 1245 1843 2561 34BB 47a5, 8390 591 18 1643 1269 2294 2619 10' fi°(126) PRECAST 475 5M 890 1247 2043 2777 2103 2636 ip'^6 (126") PRECAST 284 4D1 180 10'-V(1261 PRECAST 6 ItBB 1467 f736 2011 n 943 1052 1533 2093 2781 3643 >a 4734 SJO 711 80 1472 1763 5 2316 11'-e(136")PRECAST 362 582 9 " 1360 We 2423 3f27 4006 11'-V(13e)PRECAST 260 452 154 i1'-4"(136}PRECAST 4N 0 n 10]7 1274 1513 1753 t 5e2 y45 ISss I&6 24z3 31u 4.s 94 4zD) 13721n 1694 l9tsal 21m PRECAST 337 54D 873 1254 10a4 2.193 2905 3552 12'-0"(144y PRECAST 244 402 137 12'-0"(144) PRECAST 470 4 n 93B 115 n 13M 1565( t44') s4o srs 1254 1sa4 zs9J 2Eos an 47o 1 Iwz t56o1 Lela 2075w 13'- 4" (160) PRECAST 296 471 765 fowl 14z8 Isis 2310 aoe3 13'- 4" 160 PRECAST 217 324 110 1S-4" 160 PRECAST 4m 1143 , u23 7S 755 Tows 1926 fe3a 231R 28a7 00 607B0 7801459 , t5141 , 1415 16 i tda7 8 PRECAST 279 424 7os loot 112s Is97 zl2r 2630 14- 0"(168')PRECAST 205 293 100 14'-0"(ifi8"}PRECAST asa 5so 0 724 e89 1054 tuo 442 706 1001 1328 1697 2127 26J0 425 lt7 1083 1355(i 1582 1807 14!- 6%176') PRESTRESSED N.R NR RR tin RR Wi NR NR 14'- B'(176) PRESTRESSED N.R. 284 91 14'-B"(176') PRESTRESSED 34 is 520 672 525 979 1131p 449 753 1370 I= 2249 2517 2712 395 80 98D 9 1303 1516 1734 15' 4'(184") PRESTRESSED 8R 119 NR NR NR RR NR 13 des 627 789 .011 1054 a RR' 4f2 . 710 t250 7M 2055 232D 26T3 15'-d"(184"} PRESTRESSED N.R. 259 83 15'-4"(184' PRESTRESSEDus fits , 9os 1240 N6a 1648 17'- 4'(20R) PRESTRESSED N.R, wt nH NR NR HR HR NR 17 4°(208") PRESTRESSED N,R. 194 64 17'-4'(2DB PRESTRESSED03 „ 405 571 sJo 756673 , zoo 545 950 1328 1009 I849 2047 306 406 740 1005 , 1271¢ 10319'^4°( 232") PRESTRESSED iR A HR NR NR RR NA ''"PRESTRESSED N,R, 148 S2 19'--Q"(232") PRESTRESSED29 348 447 547 , b47 747235 420 750103112821515171628342D , 523 o 84t a 1059 1227 ,21'-e- 2561 MESTRESSEO NR NR HR NR NR NR HR )A 21'-4'(25e) PRESTRSSS0 N.R. 125 42 21'-4'(25V) PRESTRESSED20< , M7 393 460 tag 390 598 8{5 1114 1139 1488 232 J73 537 u 721 905 04H 22'-0 ( 264") PRESTRESSED NR. NR NR NR NR IRR NR RR 22'-D"(2S4") PRESTRESSED N,R, 11 s 4A 22'-D' (264") PRESTRESSED 137 t 7 0 295 179 ds2 546 870 t 165 1i5 550 7B4 1047 1295 1J99 IJ7 W3 35H 513 n 008 D63 AA9 24`-O'( 268)PRESTRESSED 24'-D-(288')PRESTRESSE342, 4f5i 4920667 NRRR NR NR RANR 124 S70(n 27 24'-D"(288")PRESTRESSED,129 250 450 654 D 76. 7 (J)) THE NUMBERS INPARENTHESIS ARE PERCENT REDUMONS FOR GRADE 40 * SEE GENERAL NOTE NO. 1B ON SHEET 3 OF 3. (#) TH•t No hN1Pf1RENTM15 ARE PERCERT REDUCTIONS FOR GRADE 40 GENERAL NbX NO, 4 ON SHEET 3 OF 3, Fau ADDED REBAR. SEE GENERALNOTENO, 4 ON SHEET 3 OF 3, xODOc7ar-xUdwaf PADnuCrRSNBWEA O Cj• pEN •'• . PAOD'JC112331'(St3f) et mmniy3w:1L lhap'raida 6u! rAyl"8 W1h the FloedLa h .,1 FRODUCI'R9VJ613D ac complying with the F106d¢ 9 co 6uildingGY4o 8u:din9 (:off 1 022-•/ Areepfmroh'o _ p 6 ¢s motPJYi+6 vi1h16o 17oNdo ' A _p[e NnL $ likpfdunOO a • IIulldi,p,d" Auceplaa:e N" a Z ) q E:,ytir uc OatC20'L'L nej .*; •'k: Acceplan¢eNo,[ 0 a it3yi onlrro;o22 er 77TEOPw .CRAIGPARRINO zfxtrmtonaaa fL 1. 1 Mlanf n f P : a` 6924 CA 579 4ry t 4 eui O nt co ,(y l R St? • . SEFFNER, FL 33684 SEE GENERAL NOTES - SHEET 3 OF 3 + +;`'+' , N0 DY R6V1510N RASE +J SS •"' 54 FL,P.E.LIC.NOA47G8 V 0 9 MCAR1 gEif OF v mr I4F ucuNY Ar°' 6mGw:v ..'." . w m l:i " Illllt{1t1 1RID • CAST-CRETE 8" LINTEL FABRICATION MJAILS 6 C L -UN'.SI FIIC RA9G OH9UHq-1( 078Rf BT, DU16 FAARIND, Y3i - 666. MI, ((I3I SCAE' 9 t0 50Att 11A1D Da/a7 9a OIIECX69 DTi cue fm0Q P.E - REB, HD. 44759 DBAIRHO No, f08 SRDI 2 9F 3 AAF RArP. (;RAVITY LOADS FOR B" PRECASTwl2" RECESS 00'OR U-LINTELS R" Vt4PDd9gT.I9" 4FrrF_9.4 Or)R I1-LINT'ELS SAFE UPLIFT LOADS FOR 8" PRFCASTwl2" RECESS DOOR U-LiNTEELS 14 ol-va SAFE LOAD -POUNDS PER L.MAI2FOOT T(PE LENGT31 8RU6 BRF6-00 BliFlo-OB 8RFI4-05 BRFl6-o6 um-OB aRF29-00 amD-DBBRF6-fH MFIO-10 SRFI1-10 6RF13-10 M -18 8AF26-1B 4R 18 4'-•4" (62) PRECAST 1635 1749 3355 3280 430 542T 503 7567 tell Yall 5206 6639 6050 9479 10893 4'-6" 54" PRECAST 1494 1595 3003 2992 3958 4946 24 6904 17B0 3699 206 6639 6960 479 10893 5'-B" (68") PRECAST 866 920 1770 1716 2277 2359 3402 3966 1157 2.481 4567 6369 0060 1917 a 93L1 E, 5'-10"(70"j PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 13639inA MOM 7402F 870614 6'- 8° (BD") PRECAST 797 D01 t825 4120 5048 7747 seam 7360 901 1325 3120 5048 7913 9479 1081 7' 6" (9O") PRECAST 669 755 1480 2459 W76 5743 72M 5823 JO 14S0 2459 37J9 570 8996 B 1089 9'- D" (II8") PRECAST 411 466 D99 15UB K53 3129 4D91 3148 520 999 1566 2253 3129 4150 5091 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REEIM SEE GENERAL NOTE NO. 4 GENE L NOTES - SAFE LOAD PLF LENGTH T(PE 8RU6 8RF6 R AMU 4'- 4" (52") PRECAST 758 757 1164 4'- B" (54!) PRECAST 694 693 1073 5- 6" (88") PRECAST 408 407 655 5r- 10' (70") PRECAST 382 381 616 6r- 8" (80') PRECAST 595 90") PRECAST 509 674 4647'-8' 9'- 8" (I 16") PRECAST 370 490 SEE GENERAL NOTE 16 1 Balpdoix 12) Mid, .ra man.I.Wad'eAh S-I/2' loop nakh" Al lM end, b a:r.m.dala c 6" M aI'. psd lialel = 600D P"1 redkot re8 sd,dordng .d q'mu.9. 15) Tha ezUda m,f— of 11.41r ImIll.d to .d.rar aarto ale lnaeonry raga •hdl hwe 926 1agrmcl - 3W0 Psi a1 lbm.xNum 0 D Inch . 9r la Ne maam ry .mm (c11U)p csD dai m>snpI.. nal o m.dng .1 Aorta applied In A=dpaoa At AS[a or a0,u approved .AB g. ejm .. mpra.b, oIfarg - L9DO pal Taber pu ASeil A645 Grode 60 14) Linld loaded nlmrdlonrwstr Rath vePocal grwj1yy r ryDGR) and ba6mni"1 {Idam]) lwda" ahwld be .hmked far the emo Iwding xlih Rt. lolWning rgpo on: mmlreaaf. g •IroMper AM MID Oradb 270 In .10.11o0 xbrperASIbIC270Ty7aIdorSApplad vediral Iw VOed haaaodd I.ai Sole VViVAI load } sate bmt—[.l foal 2) All cal. W.d lodu b...4 en mbdmvm 41reh owk-1 bnorkm. Fa- llnm Sato b.da for 11.10 "A 0118 and BAU6 must by 16) rer empaeBn 9nW haig6l0 nol ahem, ura sofa bad Irnm rx Y hart lWghl nhonn, dayy- d I' laY. it bmdng luylh I.le- lb.h , 9fy29a.haa, 16) ru lima lan9Ue not Abm' 61. mla load Ir aad looped h"m ahem. 3) Pmeda WR mor(af bod and head )6nL: 11) 5.1e lomh — ,apedmp.aed .9.eabb Iwdr, 4) 7ba number la ptsrbnlhba Lde.iv the perad redueum far 9mdo 40 &W added labor• 10) Sot. toady based m m6an.l dwlgn an.lyia per hQ 5M .0 413111 E19mpl., T-6` I aW BF32-10 eda qq wily food - 0472 M) 19) Addirmd 1dcm1 land mpam'ly mn be .blamed by ihb 414rgtr by praidin9 Wdfional e/ 1-5 rW 90 4 6472 (85) - 5501 Pit reinlarced mgf.t. mdoary amW VUU) ob- lho MWI. SAA Aft bol.W 5) M Il y7aab mnol ar and 60 deare0or•,. F+ aA1b0e Pr.,Uun lief lrp BF6 fl-!" eAd kqu meek 'RODUCT 904V'Villb re1111dJJJl00dalh.uml. Code1ifir0110mI8d{a111 minim iho ilald. OuOdm9 a Aiding cb'jA;ih lbc Flaxi2l applluaP"r9diu9; Coke D) Siwe 90ed W,loh a• uO"o. A:.-ccplyse 7) 0m 17 tabor m y b, sOhgld d W lyo 15 rebm.. Dir 1o J7aln B) Inrleyy.Van/atlac6 sal .f Vd,l meet omgdp riu Ita ordT.lede[d 4wOlrooluddbaammm' s bun Cava! H) Th. dr+Ign.r wWalo neanUalW l.ada from iho nafa food lap;os b7 mladoUng. leWpmw rmislh9 umtol mM ftw d d-ancy Item IRe 10) BR - R.I Rdcd ' 1 L) I05mn field Wi d TaborIn k I —Rif d the WIWI. or It. IWW .adly. 1/2' CLR TIP, f> 111111Q SEE SAFE INFRA LOAD TABLES FOR LOMi RlaTWO FOR EACH ADD= FULL COURSE CEOCuRCNUJ 4'f 5 REBAR 10 or GR60 4 rml: *!6'Y9 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BAFB 1T BRF6- 21 ORFl0= 1 ERFfO- 21 flRF 4-1 BRF14- 2 aRFIB- f18tF22-1T BRFI9- 2T BRF22-2T BRF18- RflRF30-li BRP28- 1T ERFZC-21 4'- 4"' (52) PRECAST SOS 166a 7.362 3056 3751 4445 6140 SOS 1666 2362 3058 375112M7 5140 4'- 6" (54") PRECAST 867 16D4 2272 2939 3407 4943 867 1604 22J2 2939 3607 4943 66") PRECAST 875 1269 1797 2328 2854 3911 675 1269 1107 2328 2854 3911 5'- 10r'(70") PRECAST 6 12p7 1746 2259 2773 2790 i S55 1233 1746 2259 2773 2799 6 8" (00") PRECAST 570 929 a 1530 1980 a 2424 a 3328 570 10H0 1530 1980 3329 7'- 6" (SO-) PRECAST 506 7421. 1364 ' 1 2i66 2667 2058 606 898 1304 1765 2166 2a67 2968 9'- 5" j1I6) PRECAST 39G 468 b a84 u 1222 1540' ass 2180 396 580 1072 1386 ry01 2016 2331 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM, SEE GENERAL NOTE NO, 4 TYPE DESIGNATION Ma 8F8 8M6 F - RUED WON GROUT / U UNMR-D BAR ONRIIITOFjJ5OEATFB07f0A1 OF L(NILL fA1TY 8F16--1 B/IT L•WANRff gpia lTIMJOY16 A018RAL ROOF6 MAR AT TOP 11AN EW REWDAT p d, - 1- 1/2' CLEAR CM is GROUTi•'^ rr` J 15 RE&R AT BOT50 t a OF Mil CAVVY I 32 B yea pp3p 124+a PRDDUCT RiV151517 ras e9m01ying u' ililthe Ptorid: BOT1D11 AENFORGNG 7 7/O' F6OIA PROVIDED IN RREt aaa /j ++ 8• AOUOInI. WiDR1 s`.{Qi6N Q+ 9uitdlii8 Crxlc ,n ..n rr ., 0 M T OF ,4ohi Dud r due Con A, g y d CHAIOPARRINO 01' .. R}aG `, SEFrNER FL 93564 PRRf7UCri113V18131) 6s9MIR 1, 91rAlJ11A I'lor7dn I'Mim CkdO Am<ptwxa Nn / . UZ 15xpk41on now -/-ramc7W7A} d u1 cu&I. nIMf44t77:TCei:LliiC] IL'Y;Y<:Tr 1 . " • I\G]9 ' yiTTi4f[ilSSlti RiYL Y4T n [a 4rr, mvrrcn M I A,MDADE MIAM1-DAbE COUNTY PRODUCT C9,NTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADIVIINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Niinyaniamidade.guv/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Ifigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: DrawingNo. 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 manufactruer'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 ofthis 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 Ifelmy A. M/a?kar, P.E., M.S. f NOA No.17-0821.18 MIAY M1,F)ADE COUNTr i Expiration Date: 09/11/2018 t Approval Date: 09128/2017 0 / g/ s617 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 Alarch 24 2003, last revision #1 dated April 28, 2003 bath 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 ASTIV E-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, 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, AE D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System. Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, 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 Cost -Crete 4", 6" & 12" Lintel Safe Load 'fables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated 1kIarch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed andsealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miarni-Dade County Department ofPermitting, Environment, and Regulatory.4ffairs. 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 lWanri-Dade County Department of Regulatory and Economic Re. oczwces (RER), E. MATERIAL CERTIFICATIONS 1. None. f IPL 1'1 451-felimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E„ on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miatni-Dade County Depcwtment ofRegulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter from. Cast -Crete USf1, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition, 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS I. None, D. QUALITY ASSURANCE 1. Ry Miami -Dade County Department of Regulatory and Economic Resources (,RM. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Relmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 9 tt ,® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE ' B" TYPE •A'+TYPICE B" TB STEEL LENGT C" SP Cl C 5" 1 44' 5" "C" SPACING A" BOTTOM STEEL. LENGTH 6" f 2" PRECAST LINTEL REINFORCING CAGE FABRICATION MO ?EL 3• PUCAMy-LII. LL PiU'AST [IxT a" sol to SCNTE i iN'I J/{' J B 2 1 2 8 Nv[' A' enx y y lOE Si[R u wnw.c° ro u uncwoFD T// ax'f 5RflWsa JwBu+.ln r alsxv Bu elDxun r/JR•r ru+rew+s n r cnDc: xecD u EaeDnrD Is sixco'"iuD m Bie w.•m pK h m As 1CIICWuv h f z•uxE crt (. aa+ vm ih a Di• /°ip N9141 GntN0iO J. YPL_R 4ARIUCS w a 7/ J1'f aNt gRCPCy 1 4 3 1 B' 1 4 T/1e e q 4' l Is 7/16 H 3/4' 7/19 A'! 5malo.TEI 6° PHECdST U-LINTEL f2" PAFCA•T wl 2' REGEtt EL F PkEG U IHTEL b" SOLIQ LINTEL I) ATA TAAI E FiCihTKP3iIEt 19cR4:1ml M- W maw FA Tf.Iy P,.A F'' s a" ARF4AST tI--IINTEL ATA TABLE s r_aetatv r ao RSA[> CI,LP.a 2S[7 E51P67E R L\0, lEdS® E1ZG7afF11.T9F>a E'9 1 6Z1MFiG iiL`I[9i:J sC'p9L9 F} T RFiIDI t'raiF i F$cr yt 90 t 13:liC GIr LF1b"Jk 90; 3EE1 ib71[FLII..E°'ri6C.8 CIS3i Qr lIE' 71flQii[F333:'v8 i[19i 19" PRFf:AST U—LINTEL DATA TABLE e al r l v.mma©I ssaA rzr a rnsYrres.vc4 a s n leraa Pv Gli751illFFfICET7r is Ele Fes' i iL I e s s® I E m rmt aE o PFS tm/3iYSL'111 61LLA1t1[ E1'3ifli'3ii691! 9fETaL: IEA. F:[I G' ifl LYCT31O IDmIIlci cylQ THIS PROPRIETARY IH(ONIWIDIi IS PRCTDEO FOR PACDUOT APPRDYAl, Ii 19 PROTECIEC BT CCP(.. GWS AND CNi11Oi eE gEPRODI10Ea OA DISTRBIUTEO YRMOUT ATE PRIOR YIAFREN CONSENT CART--CRLTE USA, MC. I. BEDIFORCMO STEM T/32 WA ARY AsIcH is. o' Nw !S A— A sTRPlfg9 STRFNOTNI D A/D ii IACX .1as - 2M M ma 0 JSTN W. s. NDTo TIC TMN. N CR OF 511 -- —CasD — --a— DTARDLIO R. CDRORRIR STRRICINn 1'R = SODO pal FVR ALL C 11101 ANC 11 INCH Ia.GCH END Cl TIE REINTCROINC CACC1 TOx EC:{Nate - N0. 0PRECAST TIME % fB a JDDO -1 FDR 4 INCH Ms. O W's + " THIN THE ARHFORCAq — FABRICATION MODEL MORC J. aC— 6TELL R)+,e, 8E CD( BAM Olt RICH TO 9E FINCH VnHl MM R 6kMm FRON GCN CND. CH u AHD 12 WCR URTC/s AFTHI wpionN0 FNGN FON(. 12" PRECAST W/ 2" RECESS DOOR U—UNTEL•DATA TABLE e 1i. BN[-F1C1 eFN 7ii,7i n'.a<i13 ;i7ii *: 1rtr•,1®As7{l7.i9Ri[m, mm M t 71i' 19= 15= mimed• af rFiTSL1rs F1 tA ©coo tia') fI fJCi1111Fm[ 1i ltlui7F u'i w ass VAU 912mmom F74< iQdiFG ltiq:7fi133 r17J3'ld:iFANM. P>avi>saEE$urxaz.E Y7Ek77SEFiC5iIMI e$ rocsFsrmRxerrac cr L3L9% ETT1[t il3'Ltif LFJ;L*J F 0 CEN,( i Y- 17P,. 1 R PRODUCT RENLSED e r DsemnfAY1. 5 N'ift]LI1DMori wilding CaP,c ctDTsalcc Noi b Z_/! pA(1nlJCf'ftGYISf?t] th^e ir FI• Z'wT' pxp lion JNio Za mACiOoCdmFPIP'S;lnycCi.unugJiNc.Ccth¢ UEtuioid3R2ltiL H I tryStcmte' l gLR'Arudm. IXIWE'1: CRAIGPARRINO/1 f5tr 6324 CH 679 SEFFNER, FL 33584 D CMEMMR OF y///y/< J/ J') „ D TmD PRECAST AND PRESTRESSED LINTEL DETAILS I C.L._I II Iwo "ter\,,CSro 1Llw FlLE lULL[: DBSUBhIi DRi91N BYs JWRH NWAUD SCA1.Fi A5 s11DA71 L._JL-Y--11-f. \\ N`" 7 ° ," S n'y"'I'sy,L DATC: 3/24103 CMCKFD BtI Cm PA4RIN0, P.t, DA.M1NCc FDIPi] SHEET: i Df t GENERAL NOTES I) Malerialx f'o 4' precast lintel - 3000 psi I'c 6' & iz' Pp 1 lenld - 6006 Pa grout = 3CCU psi wi``h rimum 8 Tnah aggregato C011mle masan7 unite (CMV) ppeer A MD with mUTmam net area aompra.ivi etrengglhhhhhh - 900 psi rebar er ASTM A615 Gmde fiD mwtuf per ASIM C27C type M or S 2) NI sofa load Mi. bored an minimum 4 Inch nominol bearing, f,-0m Safe foods for I'mtd t. SUB, 12U8 and 121iU6uekbereducedby207ifhearinglengthIsless than 6 1/2 Inches. 3) Pmvlda lull mortar bed and head pinta. 4) The number in parenthesis indicalea the percent rodu.U.4 for grads 40 field added rebar. Esamole• 17'-4' Unlel 12F24-26 safe ty load = t428Dqw,l M reduction 4 1426 (,8I ''= 1228 pit 5) All lintels meat or exceed 1960 delleotiap. i: 2ceAjk Unld iypea & 12F8 17-4 & longer meets ar arxed L/168 deflealfon, Use b limited to cand&r. meelmgg the Bodde 1340ing Coda SacU tl 1604.d.1 as applicable. 6) Shore (glad 10,1W as —plod. 7) 4' solid lintel. W ba tnstahed w/ 4 dkmme- harfmnial and 6' dimension vergcai. 8) InalallaVon/ailoctimeat of Ilm.1 mU.L comply will, the architeatvml and/or sirvdvrol docamanh. 9) Th. tcu Gagthemoz,mumlioaisl y moment aid caiwa holed owfs aay fmom bed face of support 12) 6' & 12" WeO are manufoclured wiW 5-1/2' long nolchele A lime ondoto crradoto vertical .4 reioforcing and grouting. 13) The eA rfor surface or DnW. o,Wled in exterior eoneWe, m",.+Y walla sho11 have a 000Ung of sterna applied in a—donco With ASNd C-426 or olhar approved coaling. 14) MO. loaded a1nw1[ancously wllh verUaal (grariN or uplift) and hddzanfal Baleral) loads should bo checked for the eambine [ rag w8h the Whwing equ oa Applied vm kcil load f Appied Wrisa W lead 5 10SafeverticalloadSafehoI.W.l load 16) For wropos'to IWO haighis not ahem, use safe load from next lowar helghl shown. 16) For Ilntel kngUx not •your, 'ass sate load from next langast Ionglit ehown, 17) $of. loads ace superimposed agowabk loads. 16) Sara loads based on rational dzsign analysts per AM 5M and AC1 315. 19) Additionol lateral load oapodly con be oblafned byy Ihs designer by providng "Al oral ednroraed cancrele masonry unto (RCMU) obove the hid. Sea skei.k belor, - SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH AODRIONAL REINFORCED VAIJ (RCMU) FULL COURSE 1} ,#5 REBAR FOR 6" LIKE-5 1/2` CCR TYP 2) $5 REBAR FOR 12" UNTELS CR40 or GRGO SAFE LOADS FOR 4" SOLID LINTELS 4-- M GRAVITY TYPE LENGTH QS8 N-6" (42") PRECAST 7180 4'-0" (48") PRECAST 959 4'--6° (54") PRECAST 789 5'-10" (70") PRECAST 4-60 6'-6" (78") PRECAST 360 Y-6" (901 PRECAST 260 9'-e (112") PRECAST 156 10'-6" (126") PRECAST 116 4""-4.4-cm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6" (42'') PRECAST 687 371 4'-0" (48') PRECAST 597 320 4'-G' (59') PRECAST 529 258 5'-10"(70") PRECAST 407 148 6'--6" (78") PRECAST 365 118 7'--6" (90° PRECAST 280 87 9'-4" (112") PRECAST 187 55 10--6" (126'1 PRECAST 152 43 12U8 12F8 12F12 12F16 ta) RR. =Not Rated -Y r':i' y .«; ". ,,'..• 11) 8a11om Wd added rebar to be located a1 the baltam of the lintel carsty. ' f:ka ! r' .' ' ,f0' :'i ';•',; PROAUCY' RSVISBD 6U8 5F6 6F12 61116 . ;, ` :!` ' - Ar;•.'L:, Gsa—plyigG with No Marid; Building Crnle , ry ,. tee- O :0 Aaaarlaraa F-V. tiara!iWc lLyj 2-r B :.-••';;:: f.3- ." TYPE DESIGNATION -'f Cori" d • a'• I>•• tin" r:. s.:.•• _:d'< ae•'•' r r- tuw xmrnxvuo M D du t trot -r _;.' ,: r' :` ., ;,'.•.' :; '. L,O • • 4INVIIIY eE94r i3 i•• .,_ :!: •, maw 1-1 camr • I.p fF. '. a.. n. ''s' F - .:. •. 12F16- 2B/2T :<Ht: i:),r:: `•s;'' .'`'- a .:• i ` nuYWL AmI-1 Laa•.rr{5 . ,.e:.,:.:.'`> ..>: .:: .-....: IK14[ R ltarJn Rl6WN7LP •;;,'-,1T_p .:n ,.. ,. ,. •.:- 2) erwran rm la• corms • •` •: %•` . '.«,`': ; 0) RMWa me e• unas M. 4S6 F. '] _ a''s ' •. a Ai GPisa12F28 12F24 12F20 r, 4K nl Rrau,ao ran lr uvncs ' ' PXMICr rwvrsl;n 0 ttarran mar avers .i '`d•.: E'' ye<•. ran wmplyin8wiih iha PlovGla I— Dona xovuvttw T1 : r,- S7gT F Ato3 lr Cade RRoeomnuvgc ' '. (Ip/ ., oaPhmcc Nu.L4' - d o' e1 115AOtUAL (w.crs) • , . • . . •• • (j.•,{. J ,CRAIGPARRiNO (ryGonliwac q Z e ia' No1.6NAL vr+oTN -0'•.(0 10) 6324CR679 1 ` 6F32 028 6F24 5F2D rer+Csa 11'AL Ja'`FSELPENERFI03 4d DATE JAI NAME CHAK R slo " oN A126O4 MEMBER of i, :CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES P GQJEBAL Rmsioll —064FIIF IUgE: D66U85-14 DRAVg1 gY: daNAN AAIUUD SCALE: tCfS. U^'e Ir.`xtJIP31iSNi Mle. 6 2f o3 CBECKEo W: CFlt6 FABRUO, AA - REG. NO, 44756 BgAWl110: No. LT4612 SHEET I OF 5 SAFE LATERAL DS SAFE GRAVITY LOADS FOR 6" PRECAST U"LINTELS F R An vR CART IM INTFI R SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 0-C/i4 _ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-1B 6F12-1B 6F16-106F20-18 6F24-iB 61`28-166F32-1B S-6" (42') PRECAST 2332 21,76 3892 5050 6148 7227 8297 9357 4'4' (48") PRECAST 2025 2313 3892 5050 6148 7221 8297 9357 4'-6" (541 PRECAST 1654 1087 3633 5050 6148 7227 8297 9357 5'-10"(70") PRECAST 1067 1260 2198 3557 6734 7227 1 8297111 8225 6.1 6'-&" (76") PRECAST 949 1078 V831 2B50 4328 6737 1 8297 9357 7'4" (9n PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4" (112') PRECAST 584 6O 1056 1523 2084 2795 3731 5017 10'-5" (126") PRECAST 503 556 895 1270 1705 2236 2893 3747 11' 4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 LV-0"(144') PRECAST 425 477 744 1042 1377 1769 2238 2808 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-0'(1613") PRECAST 351 392 605 835 1C87 1373 1703 2087 17'-4"(2081 PRECAST N.R. 1 229 455 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES -- SHEET 1 OF 3 MEMSER OF C„ r,4,gM SAFE LFOAD PL LENGTH TYPE 6U8 6F8 RCMU S-5" (42' PRECAST 587 1G55 596 4'-0' (48") PRECAST 487 787 445 4'-6" (54") PRECAST 416 609 344 5'-10"(7O') PRECAST 300 350 198 6'-6' (78") PRECAST 263 496 157 7'-6" (90") PRECAST 222 367 116 9'-4" (1 IV) PRECAST 173 352 74 PRECAST 151 276 58 11'-4" (136") PRECAST 139 311 49 IV-0"(144")PRECAST 131 277 44 13'-4" (160') PRECAST 117 27..3 35 14'-0" (168-) PRECAST Ill 202 32 17'-4"(208`) PRESTRESSED N.R. t30 21 1 SEE GENERAL NOTE 18 04-4 — SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-17 6F12-IT 61716-1T 8F20-IT 6F24-lT 6F28-1T 6F32-IT Y-6" (421 PRECAST 1412 2074 2715 3350 3997 4633 5279 4'-0" (48') PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6" (64") PRECAST 1083 1692 Z084 2577 3069 3562 4055 PRECAST 831 1 1222 1600 1979 2357 2736 3114 6'-6" (711 PRECAST 723 1D97 1437tu 1777 2117 2457 2797 7'-6" (90') PRECAST 648 863(") 1249P+1 1544 (1) 1840 t4 2135 t4 243111 9'-4" (112") PRECAST 575 57111if 980 1252 1492t 1732m 1972 PRECAST 514 462(11) 7871 1121 13 15511a 1765 11'-4" (136") PRECAST 474 404)}11 685 985 1213 n lo2j 1645 IZ-O'(144") PRECAST 454 367)111 6191 888 iD93 1299 1506 13'-4"(160') PRECAST 402 308)1) 516 735 9D6 1076 1247 14'-0"(168") PRECAST 3639l ZB51 475 a 677 J 832 982 1145 17'-4' (208") PRECAST 253 1 208 1 338 to 475 555 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PAG G. eNs` ,O 44 e OT A R 1 CRAIG PARRINQ l Ss ••,•• GS 6324OR679 SEFFNER. &9584 PAhGDUCT rzSV4SED W'P'YicS Wilh P : Florid 8uitdin8 C.& AcccJ,(nnn" No 2- D 2 f _ 81$ Chi lion Date Q% ByMa_iD uduct Cantu[ RODUOT'Rt3Y1S5D 3mfdfpjrag Whh the Fk id, R6 Cod n YaJJjpn UafO V O 3.03. f'( INI v 1-11111 PL.P.E.t1QNO.44756 CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE MARE: 06SU 6—t1 I CRAYM ¢lt JOHAM mum ( SCALE; RM W. 4475E SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4—T-41mm SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12UB IZFB 2B IU12-20 12F16-2D 12F20-29 12F24.28 12F28-28 12F32-20 S-6" (42') PRECAST 3428 50DO 5838 7619 9352 11080 12755 14438 V-0" (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54") PRECAST 2396 3464 5304 7619 9352 11060 12755 14435 V-10"(70') PRECAST 1612 2320 3216 5234 8487. 11060 12755 14431 6'-6' (78") PRECAST 1383 1986 2879 4196 6421 10032 12755 1443$ T-6- (90") PRECAST 1138 1625 2131 3218 4676 8756 9763 1352( 9'-4" (112") PRECAST 795 1216 1535 2230 3083 4167 5593 7552% PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'4"(135") PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0"(144") PRECAST 455 878 1073 1513 2020 2017 3333 4206L 13'-4"(160") PRECAST 359 767 (4 926 1294 1709 2188 2743 34091 14'-0"(168") PRECAST 321 726D, 865 1204 158E 1 2017 2451 310610 I7'-4"(208") PRECAST N.R. 4510 631(11 881 µy 11411„ 1428D, 1750W 2102W 19'-4" (232) PRECAST N.R. 343 (, 477 1i 700 µ, 9251 1152, 13801 f 609µ THE MMBERS IN PANENMESIS ARE PERCENT NEDUCIIO.NS FOR GRADE 40 FIELD AOOED REBAR. SEE GENERAL NOTE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 4 orr-4— SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12RUG 120-2B IMIMEURFR-21 WSI8-2 I2RF22- 12928-2 2RQA-1 4'--e (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6" (54") PRECAST 2319 2740 5468 7584 9640 11659 13879 15G79 5'-e (68") PRECAST 1347 1841 3555 6395 9640 11569 13679 156?%, 5'-10'(70') PRECAST 1259 1758 3351 5954 9358 I M9 13579 1567RA 6'-8' (80") PRECAST 924 1430 2633 4415 103541c 12574, 14804D 7'-6' (90") PRECAST 703 1203 2157 349E 5259 79220I 9623 1132R„ 9'-8' (I I V) PRECAST 389 843 14511,2157 0 4427116 5417E, 63801 J) THE NUMBERS IN PARENTHESIS RE PERCENT REJUGNO,NS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 F!nR 42" PRFCAST 11.1 WTFI 9 C4— y 3A LO D FLF LENGTH TYPE 12U8 1 12F8 I RCMU 3'-13" (42") PRECAST 1295 4841 3932b 4'-0" (46') PRECAST 1295 4841 2994„ 4'-6° (54") PRECAST 1049 3922 2417„I V-10" (70") PRECAST 681 2547 155 , 6'-6" (78") PRECAST 579 2167 12340, 7'-6° (90") PRECAST 474 1771 914(,B 9'-4- (112") PRECAST 355 1326 58Rm PRECAST 306 1143 454M 11'4' (1 M) PRECAST 278 1041 388001 12'4'(144") PRECAST 260 971 345µ1 13'-4"(1Ed) PRECAST 229 857 278 14'-0"(168") PRECAST 216 809 251, 17'-4"(208") PRESTRESSED N.R. 633 162 19'-4"(232') PRESTRESSED N.R. 5341 I Oil, 9cc bG"f.@9_ —1c 10 SAFE LATERAL LOADS FOR iv, PRFf1ART—it RpRFRR nnni2 16! 1NTP19 4C-4 SAF LDA PLP LENGTH TYPE 12RU 12RF6 RCMU 4'-4" (52") PRECAST 1295 3592 258,D 4'4" (54") PRECAST 1213 3458 2417,E 5'-8" (58") PRECAST 784 2236 1650 70") PRECAST 747 2129 155 R 6'-8" (80') PRECAST 602 1716 11701,E 7'-6" (901 PRECAST 504 1438 9141) 9'-8 116") PRECAST SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4C "m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12FB-21 12F12-2F 12F18-2T 12F20-2T 12F24-1T 2F28-2T 12F32-2T 3'-6" (42') PRECAST 2752 4287 5613 6938 826E 9589 10915 4'-0" (48') PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-G' (54') PRECAST 2113 3291 4310 5328 5347 7365 8384 5'-10"(70`) PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6" (78') PRECAST 144E 2269„ 2972 , 3675 4378 5081 5784 7'-6" (90') PRECAST 1267µ1767µD 2583ft4 31940 3806N 441744 50281 9'-4" (112") PRECAST 1028 µ1171,D 20061 2590 30871 35831, 4079 10'-6"(126') PRECAST 920D 1471 i612In 2281µ276.E 3209(„ 36531 11'-4- (136') PRECAST 858 µ, 829 „ 140E ( 19821 24411 2902E 33641 12'-0"(144') PRECAST 814 753µ,1 12691 1788W 2201µ, 2616 30321 IY-4"(16D") PRECAST 6781, 633 , 1057E 1485W 18261 2169µ, 2513 14'-0°(168`) PRECAST 622µ58611J 974 13651 1679µ1993µ2309µ If-C (208") PRECAST 434 D+ 427 69.5 964 µ, 11821 1402W 1623 19'-4"(232") PRECAST 3661 3701la 5930 817µ1002p 1IV, 1372µ 1) THE NUMBERS IN PARENMFSIS ARE PERWIT REDUCRONS FOR GRADE 49 FIELD ADDEO RFBM(. SEE GENERAL ROTE N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U•LINTELS W-4m o_ SAFE LOAD -POUNDS PER LINEAR FQOT LENGTH TYPE 12SFB-2112RFIO-2112RFi4-2112RE18-2112RF22-2T12RF26-2112RF30-2 4'-V (52') PRECAST 1626 205 3746 4806 6857 6928 7969 4'-6" (5e) PRECAST 1558 2582 Z602 4623 5643 665E 7584 5'-8" (68') PRECAST 1210 2042 2850 3658 4466 5273 6081 . 5'-10"(70° PRECAST 1173 198E 2769 3553 433E 5123 5908 6-8- (80') PRECAST 10201 1538 2426 3114 W02 4489 5177 7'--6" (9D') PRECAST 904 µ, 1226 21634NI 2776 3390 4003 , 4617 R,Te" (It6") PRECAST 703 µ777 (n 1472µD 1.2181,4 2663 3145,4 3628µ355 1011 .5 gEE °j SEE GENE RALNOTE 18 `.1 .. 1 Fe NUMBERS IN PARIMESIS ARE PERCENT REOUCTIDN3 FOR PRODUCT e G • E N S4D FEW ADDED iEB4R. SEE GENEF/4. NOTE k0, 4 6 aIa! P -d SviiS Thu Pr"rya" .447 ° AccepM, CC" C 2 j1C: E alion llaG;/g j r E1 I•V+' CRgIQPARRINO Mia i a aan- 1 t.ontrol O '•< TR";r.• C 6324CR579 a G I WF146 $1, 33%4 SEE GENERAL NOTES - SHEET 1 OF 3 A""'!) "' FL.P.E!Ll£:ti10).4upr&6 IAEA4RFR OF al h b ,uow A ODUCPRITVISl3D oomPbft W101 Um PI"rida l8Mld3ns lode Ac9apl , axo 'Lo3-3' i8ppinYbollAep a'7 IM4iwninedo duce /-,,i`Y 1mclCAST-- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FlIE RAMD DUSU67-14 UNAWN BY. 40NMI AAIR4UO SCALE: U.S. DATE: 3/24U3 CNECAED Sr. CRMO FARROIO, PF. - AEC. NO, 44336 DNA MN0, U4612 SHEET 3 OF 3 MIAMI- NIIAMI-DAIDE COUNTY 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) mv%mianiidade.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 AI-IJ). 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 ARJ (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 AID may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. R, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -bade County product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shalt bear a permanent label with the manufacturers 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 sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E- 6 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. lk z rl / NOA No.17-0821.19 MIAMI•DADE COUNTY FF f a y JV Expiration Date: 05/21/2022 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, RE, dated 06107196, revision 91 dated 11108196, sheet I of 1, and Draudng No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 94 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 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 920-8275 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 04/25196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01128196for 44 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 elated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 0412119 6for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection .Report #84-N120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. Ale d, . e my A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 xpiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED H. Mill Certified Inspection Report 484-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control 1Ylanual for Pre -stressed Products dated 03120195, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. a 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 oft, 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002, 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. c flelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09J28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222A1. A. DRAWINGS 1. DrzvingNo. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, RE„ dateddune 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 P 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS L 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. 4 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 G-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.K, on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, 914-0903.02 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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. F, on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition, elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA N o. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/7,8/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 416-0126.03 A. DRAWINGS 1. None. B. TESTS 1, None, C. CALCULATIONS 1. None. D. QUALITY ,ASSURANCE 1. By Miami -Dade County Department ofReg-ulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dateddanuaq 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 FIZ, Report No. 16 0425, 08, dated 01126117, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 10ami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 I-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, 2017Edition. tf / elsny A. Mahar, 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 wee HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT' RI?V1Slill PROOUCTRUMWED d_.:.., complying TvfLh the Fl¢TidN 7/3V0 8AR 5T112RUPS TYPE, °8" STIRRUPS d' M B" LI 5 IIiRUP DETAILS 8" PRFSTRFSSED U-LINTEL DATA 'TABLE 1 IZEL Y0wLE WFLl01 Eii_ A SPCING HRUOTR L 14--E9,134 642 7 3S BAR t "a" 7 2 14-6 4 a -0 9 5-{ 0, 140 b87 2 32 BAR 15-2 46 7 5 T7'_'r 0,15E 7 3A Ap 1 -3 71SI U 4 0 3'-R" s 7 -4 O, I70 3 7 32 OAR 1 -3" 7 2 ahR 78 -2 4 0 -2 i 21'-C' B.IS4 7B7 7 32 BAR 1 -3 5 -U7/02 BAR 2l'-2" 5 0 3'-.8 3/4' 10 22'-0" 0,200 BIT 7 S2 BAR 7 -3 l0'-G7/32 BAR 2('-10" 5 0 5-10 3/0 10 24'-U' u,2f0 U65 7 31 7/s2 MAR 2V-10" a 0 4'-3 1/0' 10 8" PRECAST W/ 2"_RECESS DOOR U-LINTEL DATA TABLE Mr sraEuair a'r!. l1FE TIIV l Y 7F]mYYmR AIf,o p 1"71PImcowwY 41 amma WEEMIYWI1lvium[;Irf7 S'ar s e;43 tliin mf EiiSM[ 3FZff3VYe tr.era I t5!![aLL'il mf'1,Q tMr f i E1Clr:[7'illi Ml'r[G7yiC.T IiO 961 MEMBER OF DS 017 PRODUC!' P. ENEWED i.s DOm7lYiDg with G,DF uWn TsDRm cDa 1 ZZ'],1S Acup I.V No sminnOn DOic a Z,o nrF A'_ e_MAWIL- i• n Raoul MCI- P.Rf.CAST LJAZL RE16EQLCIUO CROE F41"'C"All"'.• ron Maur TR14t3 Tp %; dPAg1R3 TTIF'1` siVA'3/1 TRMli IR CRnr 71 1 1 1 R• 7 1 e 7 _• DRESTRLINTECASE FAlJ8LQ& TION M2llf! paR'.egT 11 -LINTEL DATA. TABL. LISTER VOLI/11E YJ SCST D T 3'-5" 7 32 OAR lCf 3'-2"• PAgof N A 4 3'- B" 0.03Y128F3NEBAp4'-D' 0.95/ u4 RE S -11" T 32 8AR 3 -3 N A 4 4'-8" 0.041 162 Q3 A OAR 4 ^5' 7 32 A A 4 b 0.044 R Ak 6 ••3 9 7 a2 BAfl7 1 BAR 5 ^0 5 -e N A8s 5- 0 8'-8" 0.0 D.O80 1.34dR OA 4 REM i-3 7 32 8AR 6'-Y' A 0 i-0" 0.069 27 RCaAR 7 33i 4RE8AR 8-O" 3 RESAA U" Z-0"' a 0- TO,-S" 3 REB R f0'-2" 2-0 6 11'-0 0. FDA 40 85 Rrme 15'^3" S REBAR fl'-0 3-0 tl 12 0. TIN" 5 REBAR I V-1 ii R BAR 1 -a Q' a d'- " 0,122 NEaAR I3-3" NEUAN I3'-D" 3'-D" B 441- ' 28 REB 3 - I RERAR l3'-B 3 -O B iDis paoPTUETARY INFORMATION a PROYIOED FOR PRODUCT APPROYAL. TT IS PROTECTED BY COPYRIGHT LAW$ Attu CATRWT Ri RYPNOOUCM OR UISIRIOUTED Yf1rN0)T THE pRrOR WRIETEN CONSE4rT OF CAST-CRETL USA. INO, iRIL B" PRESTRE55EU S1- CltiiEl Nuu 1. ABgFOACUO STEEL: 7/ 32 Dm RAW ASJOJ 03, 14 B. NOTf3 THE TOTAL NDND[R a7 s.wn - REGUIRED M COUNTED STAARHOFRDxHANDFSAE04T OkaADAsllfAF18-TpS TECH DIILLI[E@ 2701V LDR- REWNNDR pAEPRESSIRa ERD or THE RQIIFDROIRO ChOET TOR [EACFAAIPIE RRIAND ASTN A416. A0, OF st'" P3 r 4, TROL TM REINFORCIRO CAPE MODEL SNOTA A STA$Dre mNCRETC 81RCNOQISI Pr = 4400 p41 TOR 9' 7R014 LAW W. pRLRTAAssia tMIM; 1'. 40DD PSI M AU. n. 2i ¢P P0ITPRDPTTEAE EIOER4 PER PRECAST B JNCH NRTM ONO3 Cl,TD. OF COR ITE >V, tlE USED Rr UEU 3. [RDIAL PRESEALSs Eaac[ a 0,70 x IW. OF PRESTRESSED URIAL RE1RM"INa GAVE 4. sTRPPBEil i4iHObv RESIRTSSE6 pF TO min Ur71ROhim NANDUND FORCES, d G kNs • $ PRODUCr= VIS1iD cdil's iO4it'>mme Plnstaa ITIHiduIg COdO Aeoe1lDnceNo-0aj,p2- iixFl IAII O41D 2„ 16 E 0 4t; ORAM PARRINC) S4ay $3240957S R10N\.Y,, Kfh;mDd Dt nm1 sSUR_P.EUC. NO-44760 CAST-CRETE 8f7 LINTEL FABRICATION DETAILS BOSUOt-14 DFA47H of, CAAIO PRKNO, RM - 8E0. Y0. 44740 Sort 901 70 scu 06107/is OIIECATO STt CR40 FM% p.E, - RED. ICO- 44740 9R4ATR0 Ho, FNS SUET 1 OF 3 SAKE GRAVITY LOADS FOR 8" PRECAST PRESTR88SED U-WNTELS SAFE W17ERALLOADS 8"PRECAST & PRESTRESSED FOR U•LINTELS SAFE UPLIFT LOADS FOR 8n PRDCAST& PRESTRESSED U-LINTELS gl SAFE LOAD- POUNDS PER LINEAR FOOT 6+xq'"+ a43rJ' SAFE LOAD PLF SAFE LOAD POUNDS PER LINEAR FOOT 1YP1 Lt;NGTW 9lJR BF8-00 8FI2-069F8-1H 8FI2--18 WIB-OB eF18-10 81`20-OB 8F29-18 OF24-0B BF£4-1B 8F28-OB BF28-18 BFJZ-m 8F32-18 APE LF IIGTF( aU8 8F8 RCMN TYPEE LENGTW BFD-R BF8-21 eF2-17 BFI2-21 BFSrrtT 8F16-2T BF20 +T 8F20-ZT BFz+-IT 8f'14-2T BF28 f7 seta-zT eF32-1T eraz-zT 3'-6" (42'j PRECAST 1669 2555 524 4394 6263 6t32 7Wl 3'-6" (4T) PRECAST 2231 J089 3119 6383 6607 a054 8502 IOB51 3'-s" (421' PRECAST 1025 1024 1598 4559 z s 3524 4394 s265 e132 7001 3069 4605 8113 7547 a97a r0ss4 na09 4'-0" (481 PRECAST t383 23os 3080 3815 4570 Inlzs 6079 4'-0' (48") PRECAST 1966 2561 2751 3620 4890 5961 7034 etm 4'-0" (48 PRECAST 765 763 1309 1353 2305 3060 3BI8 4573 6325 607R2693450661137547BB74r0394- 11809 4!-V (54') PRECAST IZO7 2070 27W 3375 40i3 4711 9379 4'-6" (54') PRECAST 1599 1469 2110 2931 3753 4576 6+00 8224 4'-6° 54" P RECAST 592 591 1073 1207 2040 2707 3375 d046 4711 5J79 2109 4375 6113 75G 0671 10294 15809 5'-4" (64") PRECAST 411 411 745 5'-4° (64') PRECAST tOle 171" 227E 293A 3399 3961 4622 V-4" (W) PRECAST 1217 1J49 1438 We 2560 3123 3688 4249 1010 17MS 2276 2839 3392 3961 452Z06310905365754773424744t0127n b`-i0"{70") PRECAST 909 IN 20 2593 3107f 3620 4133 PRECAST 1002 1505 1175 163T 2D90 2513 3oA9 3170 5-f0' (70 } PRECAST 34D 339 816 Iris 10e7 2000 2593 31 7 36 0 133 14SI 2622 4W) 7168 n 6036 , 7r8f , 83z6 " 8'-6" 78' PRECAST 836 , 5407 18 2329 2790 3251 371Z, 6 -6` (78') PRECAST 908 1238 2177 14W 3031 3707 4383 6061 8'-6" 8 PRECASTn '} 507 721 490 335 1407k162 2320 2790 MI 371212582177348053818360to394p8M 7'-6' (90') PRECAST. 727 1224 , 2025 24 2827 s22a 7'-6" (9D PRECAST M4 loll 1724 263Z 22os 262e 3191 3405 7'-G" (90") PRECAST 424 634 363 727 122d 2025 2425 2827 32Za loll 17ZO 201 3098 6881 6167 6472 9'-4" (112°) PRECAST 591 708 " 1474 1815 2157 a 2590 z 9'-4' {112°) PRECAST 564 699 tlso I 2564 3486 281E M02 9'-4" (112') PRECAST 326 512 230 5?1 861 I643 1969 2294 2619 7sz 1245 I843 255+ 3486 470.5 0399 , 10'-e(12') PRECAST 284 401 ISO IV-6"(126') PRECAST 53o s75 tIBB 1461 1735 201t l0'-6"(126") PRECAST 475 s35 aso 1247 2033 2777 2103 21as 530 695 147E 1753 2055 2316643103E153J2093218136434734 11'-4" 136" PRECAST 260 h52 154 lI'-4"(136) PRECAST 474 50h 1037 1274 1513 1753 n Ii'-•4"{13G) PRECAST 362 582 946 1360 1840 2423 3127 4006 4g4 607 137E n 1843 1915 7.18746201513B6R46247331274008 12' Q"(tdh") PRECAST 337 5do 8Y3 1254 684 219J 2eP5 355E 12'-0"(144') PRECAST 244 402 137 i2' 0 (144) PRECAST 470 458 , 77.5 93B 1153 1359 " 15ff, 510 a73 1254 16a4 2193 2aoe 3ssz 470 550 94o p 130E , 166(D 1816n) 207s ,, 13'-4"(160') PRECAST 296 471 755 1075 wze 183e 2316 2aaT I3'-4" 160" PRECAST 217 324 110 1S-4" 160' PRECAST ate Sec 607 n 765 964 1143 3323 a 4.7I 755 1075 1425 1838 Ulu 28e3 424 • 400 78D , 1159 1418 165 D i687 a87 PRECAST 272 424 703 1002 1328 IRV 2127 2630 14'-O"(166") PRECAST 205 293 100 14'-Q"(166") PRECAST 384 358 56D 724 809 1054 12" 442 706 1002 1326 1697 2127 2630 410 425 717 1063 135E 156E I6U a 14'-8"(176") PRESTRESSED N.R. 2$4 91 14-8"{176 PRESTRESSED 23 334 I 520 671 625 978 7131 76-) PRESTRESSED N.R. MR NR HR NR NR NR NR 246 395 863 080 1303 1310 17344587931370100222462617271E P15'-¢"(164"} PRESTRESSED NR. RR NR NR NR He NR NR 15'-4"( 1R4) " PRESTRESSED N.R. 259 53 15'-4"{184 PRESTRESSED 2.24 313 486 6Z7 764 all 1054 4f2 710 1256 1733 2W3 2320 25f3 230 309 413 r 908 1240call 1464m 16661 17'-4"(206"PREME-M N.A. P-q RR RR RR NR RR mt NR j7'-4` 208" PRESTRESSED N.R. 194 64 17'-¢"(2D8) PRESTRESSED IW 2a3 , 405 621 838 0 75e 5{0 950 1329 78D9 IB49 2047 t92306 408 740 I, 1 1271 T473 i- 4"(232'N,R• NR NR NR NR 6R NR 7W-4"(232') PRESTRESSED N.R. 14B 52 19'--4"(23V) PRESTRESSED 162 Eris 34a 447 547 647 747 42D 760 1037 128E 1515 1716 166 263 429 I 6Z3 n 8+1 , 1050 127721'-e 255') PRESTRESSED N,R NR NB NR i87 RN 21'-4" (256")PRESTRESSED N.R. 24'-O'(288') 125 42 2t'-4" (2561 PRESTRESSED 142 204 " Jo7 3a3 , 4aA s68 I ss5 cal 340 596 845 1114 1359 1486 142 2T2 37J 537 72I 99S 1048 " 22'-Q" (284") PRESTRESSED N.R. NR NR NR NR NR RR RR 22'_0" (264') PRESTRESSED N.R. 11 40 22'-V (26e) PRESTRESSED 137 19711 295 379 482 548 0 63D 165 316 550 7a4 1047 12w IW9 137 223 350 513 , B88 833 92D PRESTRESSED N_R. 91 33 24'-O'(288') PRESTRESSED 124 79 n 26l 342 16 q82 587 , 24`-D'(268') PRESTRESSET) N.R. 1ai 1A i;R MRNR NR NR 74R 121 1 sn 1 31so 455 mk. SOS , 7576 e70teezsD450884109E129z Uo THE NURRIDIS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 * SEE GENERAL NOTE NO. I ON SHEET 3 OF 3. {f)) THF44 A1W RENRIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 D GENERAL NOTE NO, 4 ON SHEET 3 OF 3. FIELDADDEDREBARSEEGENERALNOTEN0. 4 ON SHEET 3 OF 3, rROnuc7 3 FF.G43E-C"E'RGh6WED R791.4854"aO • iJ . GGN "' crmyiyingwi: h lko 9iaritia Ie J uiar .d wi0 Na Flutldb 4 PRODUL`7'1T8YJSBD as —plPRODUCying 1aildhigti,g trill, tltz Florid0 Building Cad- 8 Cody 8r ynol 1 id Da0di0g Cu,fc o227.1 Ac«F1nbm Nb , 0 ac 6tvTlhl6y l7oHdu ' Ar=cpmit^e lao.j.%' S f O llulltSry Q,da j AyeelanceNbD2 .) ( L-X11: pn L`Dlgp'2,4)'L2 lion iltfc 2 OJ u } • * "' AmplD"eo No` b Q Da117a6: o22 eyy /7 iE OF "CRAICIPAHNNO 'ti011onputa' fd yH li Mam1b docl s q'1 'u, 'I 2L nTu •'uyecbncyl Td1 33a a oi - a e l 1 1 P: W a 6524CR679 7 y s v R t0 •'Gi? SEPFNER, FL 33694 SEE GENERAL NOTES SHEET 3 OF 3 NO HY REVISION wrE '>>,'$ " N: CA 4yi FL P,E.LIC.N0.44758 C V 0 M E SOER OF A a", epa"up9 A, 6a..nq;pa! , y„1 „Noy L" mG.'» ' ;"i,' fdr3411tti4 tfau. CAST—CRETE 8" LINTEL FABRICATION DETAILS fft1COWO00580'N14 OWN BY, MAIO AUDIO, YX - RE0.1W, (470 60Af1 8W To ScAu WE, OB/07/96 C11ECF,ED 6R =0 FASRINO. P,E - RED, NO. +4756 I 0AYAB0 R, FOES SHUT 2 OT S I SAFE GRAVITY LOADS FOR B" PIRECASTwIZ' RECESS DOOR LI-LINTELS SAFE LOAD- POUNDS: PER LINEAR FOOT TYPE 8RU6 88F14-OBLENGTHO-18 8RF14-ID 8RFT0-IS SRFZ2-48 8 i571B eRF30-I8 4-4" (52") PRECAST 163555 3290 43;8 5421 8483 75VUBM- 09ORRO-WO-W 99 5206 6639 B060 TIM 10893 4`-8" {54° PREC4ST 149493 2992 3953 4946 5024 6SD4 590 6200 6639 8060 9470 10893 5'-8° (68") PRECAST 86670 1716 2277 28N 3492 39G8 481 447 6389 005OW 7917 9311 i 5'-14"(70") PRECAST BID 859 1653 1000 2124 264D 3174 3700 1113 2342 f242 96311(jol 8060m 740201 8708pg 6'-8" {$D) PRECAST 797 90f 1825 312D 5D40 7747 9445 73BO 901 1526 3120 5048 7915 9;7q 1084 7'-6" (90") PRECASC 689 755 1490 2459 3 76 5743 7239 5623 755 1490 2459 3i16 6743 B99B 1089 9'-8" (11S") PRECAST 4i1 4B6 999 1568 2253 1 3129 1091 3146 526 999 1508 2253 3175 4450 5691 SAFELATERAL WADS FOR. as e,e^Aar ,T ., w rFGee hnnp ru wymi 11 p SAFE LOAD PLF LENGTH TYPE SRU6 8RF6 RCMU 4`-4" (52°) PRECAST 75EI 757 1164 4'-8a (541 PRECAST 894 693 1073 5'-V (68") PRECAST 408 407 655 5'-10"(70') PRECAST 382 381 616 S'--8" (8DJ PRECAST 595 788 464 7'-S' (20') PRECAST 609 674 363 9'-9 (iIV)PRECAST 370 49D 214 THE NUMBERS iN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 x SEE GENEIK NOTE 18 FIELD ADDED REBAR, SEE GENERAL NOTE NO, 4 GENERAL NOTES 1 Mnlodoh: 12) Llabit w. manukdored th 5-t/2' boo addles at the ends U as cdak vuticd aeg '.;A' ' and gw0n9. fe e''p:rt. 1 6A.1 - 40M psi a Prnhessed thllel = 6000 psl U) Th. oxkdcr s f_ of we1e In1.12 d in "dada, rnnents (rtoeony 9, chill hara 1 a g.vl = 3000 pe) Ni``h mob aa, O B rock og9r k fdT O Per w9 ipih m1dm"m n°l a rmUng of A.—ayp9ed b .eamdanca with AST% fr926 or aWfr aypraved coo6ag. aide cosiprasxiu drams@@@@@@ I903 Pd - bar pe( ISaf A615 Crodo d9 14) Wea loaded shrAonsaudy Ydlh w1k.1 (gm¢ upfdQ e4d ha6ronld1 .1-1) he for the ioad(rg the fd.4 .9u re Iar rt° cirond nor.. A419 ar.. 270 low U.U. mirror per ASM C270 Type if w 5 lu°da aheutd cheakd combincd ldlh g Apptled xdhol Ieod Applied AodranW (aad Sore va.ltwl toad } So(. hodmatal hod 2) Al e.1. kid two ba ad do adnimam 4 twi, nisi beadnq. firrarliuu Sofa 1.6s for U1I type SU8 d SRUB m91 b. 16) For ampoule Wd hoighlo net °ha, oa. oar" Taco from —t kwo Wgbl .holm 0 dv.sd byp 20% 11 J,.dng kas h 1° k. Uron , I/2 dl,rs, 151 Far I•mlel Tanana, oat sboen. W.. sate land ham wt be9nt Ua91h ob.Ym 3) ProAdo full marl.f led .4 brad jdlds. 17) Safe load. N. wpsdms.d dlowabla loads, 4) Too a Mmf 13 poreelheals lndlmlH Ibo peNat redrcUan fm grme 40 Bod added 1-dw, 10) Sole bads based oa roliml if"N. una,5s per ACT 530 and Ag1 J16 3k..i0eale', 7'-6" 1Jdid BF3Y-in Wa yymdly lead =- 6472 on w/ ISF, reducli0d 4 6172 L.83} JS591 p11 in) M41l. wl Natal lmd c,x RJ ,pa b° abDW by @e dad4nor by p°n6rrg add .1 I) 1.) the 6nlal. Sw akaleh 61m 5) Nl llNals med ore •ty360 , mnlor.ed werate w-my up,ts .bm. fudOUvd: piea9 hgoold( floe Wd OF8 17 -i aad la9<r W. eda o0 muaac.a. PRODUCT i4 14EW:=O l , g Cod. sSoe'V.ea lI..Mt n'iopplkdde4M Aarido 80dln9 4dir 3T Cnlewsm1hd r'rsisi 8) Slwo lied Bich as acgvirel. A = , t.1 0 Z2 ifr F' m-1500psi 7) om no 17barmay be A.VibUd for Ih915 rebx F 9aahm.rd o1 Idcl macs .onP(y wlm Ue orary'Uakrd nd7a elruelurddoamrols. fly jjJ(y') Ufictivt ,. ad C'waol`'•- SEE SAFE WER4L LOAD 9 Th, d,d r may 141WL..aaedntr.bd Lido from le. safe load talfei by yn. TABLESFOR Cl1lU MATING TOR IhGi aM.Vng Ile afatlmum 1asYUrtg mpwenl ood sloe., d 4-my Iron 9,e a.: M220'I,,1t. REINFORCED CUU (RCMU} 1°ca of aDDab FULL COURSE ' PROI 10) NR, N.I Rakd 4` eom 1 i) 9otUm flew addoi r.Wr to k loc.Te4 a1 Th. belt- of the 9n1e1 aaY;y. ) 2. CLR 1YP 2) S5 REDAR Bild UR40 or OR80 Ac f Br N SAFE UPLIFT LOADS FOR 8m PRECAVrwl2°r RECESS DOOR U-LINTELS 44- 'Ae4" VVV SAFE LOAD- POUNDS PERLINEARFOOT TYPE LENGTH 8RF8- 1T811F10- 1 BRF6-2T 8ROO- BRFid-1 8AF14-27 8RFI8-IT8BF22- tT 8RFIB-21 88F22-2T 6RM-ITWSO- 17 eRF26-2T ORFJU-21 4'-4°. ( 52°) PRECA5i 905 1668 2362 3055 3751 4445 OMO 9D5 TG08 2362 3056 3751 4445 5140 4'-6" ( 54°} PRECAST I 867164 2272 2939 3607 4VS 4943 907 1604 227-4 2939 3697 4275 4943 5`-$„ (6B') PRECAST 6J6 1269 1797 2328 2054 3362 3911 B75 1269 1797 2325 2854 3382 3911 5'-10"( 70") PRECAST 855 1207 1746 22M 277.f 28G 2799 55 I= I746 2269 2773 466 2799 6 -$° (80°) PRECAST 570 929 p 1530 i 1980 d 2429 r 2679 1 Will 570 loan T5JO 108D 2429 2879 3329 7`-S ( g0°) PRECAST 742 r 1364 ' 166 Van 25b7 i P96d Boo boo 898 136f F765 21SO 2567 21SO 9'-6" ( 116') PRECAST 395 468 PH 884 1222 i$40lg I&Iq 218D ass s60 1072 Safi q01 2516 2331 j} THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM, SEE GENERAL NOTE NO. 4 TYPE DESIGNATION F = ALLFO kV011 CROUP / jjV =PEW AT WWI). . •- F 11a¢ N OFFITMR COPYn BF16-- 1 S/iT i' •d-. 90lORiHaJR79Rr .qUMMY OF S new AT TOP 4YlAl. tr 5REM AT TOP URl, (3) RFA' a maul 5 NEW AT BOTTOM 41— yJ)l • 14tt1ftCUUCTI2L•YlSGD BOTTOM RERMOBG BEN B52B ys _-• 7 S ' A9 Up PI'moln 9( Ulm 7 as complying with the l7arid; p• FAINIH WI9M (VARM) HN ' a e6aildinCnda RENINWHO '- A A, rpi nnL a:< f-'yj•L YROOUa'r12CiYfeIlU g »i[hUrc81o7ide ,^, • 7"•'TT asNmldYinglrjili1ho 14arnln lcuildiaBCado N / -oZ(, o3^-%i• /YELL" 7ud:pioneo NoJ lira d -0: 7 OF / Q-M. '0nd r uciC nrrei l;Iyrfrn![ah oalD yuZ r ; CHAiGP6124 ARRINO °r$ 10 r uetC trw '+e t`So: Cl Rla 8E-FFNER, R 99584 , "i tuei aiafY" V%;"I'l ' e...-.. ^'m PRO, 1kkP Id7_i 1' idKifT. iY YLa7,i1 IjraRa rr4?T Eatre. YAW" F \7' 1111 H-11 lA 1010.11619 1:YiirYiC11 Id CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application Into: Ie-iw(D Documented Construction Value: $ Historic District: Yes No fob .Add rasa: `- t--` ' '" Parcel ID: Residential q Commercial Alteration El Repair Demo Change of Use El Move Type of Work: New B Addition Description of Work: PIA _,Ail l T - )Ir Z Z3 Plan Review Contact Person: Phone: _. Fax: Email: Property Owner Information Phone: Name Street: Resident of property? City; State Zip: Contractor Information Name IC-t'e.'` I t_:`w-Ic t Phone: 7 Zq3 ` 3v. c t_c:.i-, :.- r'<s. Fax: q0` Street: City, State dip• State License No.: Q..FC ArchitecVEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN S PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OB FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installaticommencedpriortotheissuanceofpermitandthatallworkwillbeperformedtomeetstandardsofallawsnregulatingcons, st in this jurisdiction. I understand that a separate permit must be secured for electrical work, p g,signs, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Co Permit Application BE M has Revised: June 30.2015 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may Ifoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wat management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 71.3. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit will be applied to your permit fees when. the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work VV be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Owner/Agent's Name Signature of Notary -State of Florida Date owner/Agent is Personally Known to. Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name 2uf Simfa-ltuft of Notary -State of Florida Date PA" SUSI A, t hdY Cro v"ss10.! rF V0904 i EXPIRE . 'Au ust 25 2018 Bondediu tiolar/Puo'rcunderar=s C ' ersorally Known to Me or Produced ID Type of ID BELL V IS FOR OFFICE USE QNEY Permits Required: Building Electrical[] Mechanical Plumbing Gas[] Roof Construction Type; Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING:_ Permit Application Revised: June 30, 2015 f 9701 Bachman Road Established 1973 2"A 1 9507 state Road 52 123 Miller Road Orlando, FL 32824 wm, RXIelty. corn vair a, FL 335 State License if OF-CO2rFL34669ir, 94 L" laud on, 407-855--26S6 727-863-5486 813-561-0707 Rage: 10JrJ, K60r-=LTft PIASLOING )JEATING - COOLING Proposal Date: 712612017 Proposal No- 717-13536 Prepared For: Starlight Homes Florida, LLB Location; V4Jyridharn preserve, Sanford 064 Greenwood Blvd. Suite 124 model: s4s-ke - 2406 ake Mary FL 32746 e in accordance with specifications below for the Sum Of: $6,850-oo We propose hereby to furnish material and labor - romplet Payment to be made as follovis: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a vvorl<niall like mannaccording to standard practices. Any alteration or devlafic frog -- pecifications below involving e xtra upon writzen ordersender iit become an extra charge over and above tho estimate. P tgl— xer;uted onlyassary Insurance. ou, ar r ' '& owner to 6au fire, tornado, and other ncc involvingagrees tents contingent upon strikes, ents or d ys beyond our .at stokesCovered by worker's cOMPensatigpi-Insurance, THis Y BE WiTHDAAWINIF NOT ACCEPTED IN 301 AUTHCR[ 7-ED SiGNATUR We hereby submit specifications a StIlTIalp-S for Waster Bath Up Shower Sterling Accord Box36 Base 72270100 While With Walls And Moen Chateau 71-182 Chrome Valve Toilet Gerber Maxwell 21 912 1.28 White Elongated Lav By Builder With Moen Chateau 64925 Chrorne Faucet 2nd Bath Up terling Accord 6OX30 71140120 White With Walls And Moen Chateau TU 83 Chrome Valve ITubI Toilet Gerber Maxwell 21-912 -1.28 While Elongated By Builder With Moen Chateau 64925 Chrome Faucet, 1Lavpowder Bath Gerber Maxwell 21 -912 1 2a White Elongated IToll ' et With Moan, Chateau f4925 Chrome Faucet WhiteWI Lev Gerber Manv011 22,514 Pedestal Kitchen I Sink By Builder Faucet Moen Integra 6731. 5,Chranie Disposal ISE Badger V With Card Icemaker Line with Recessed Box nizhwasher Hook Up 1 Washer E30X 2 Host?Bibs t Wnh-r Heater Yes Yes 50 Gailon Electric Backlilling included For Sevier & Water Only (Slab Backfitfing By Others, Bachilaw Preventem Included NO Permit Fees Included 40' Water Alloviance; Additional $3 per foot Water Piping In: CPVC 40'Sewer Allcrwance; Additional $12 per fc0z Florida Statutes'713.0()1,7132T Acceptance Of Proposal - Tlie Applies to any direct non'racl bety4een an Owner contractor (RJKIt - N,o-,ice of Lion 1 aM as lsppcirisd, Payment vAl be rn dle ryandherebyacceptedyouareauffi.orized to do the,,vork aboveprices; specifications and conditions are satsfarZ event a,, legal action. A Monthly service charge of 1 1/2% will be added after: outlinedabove. I agree to pay reasonable attorney's fees court costs in the days. Any sewer taps deeper than 4 1/2 feel or requires backhoe or oewatering will be an -Ktra charge. 1 DATE OF AQCEPTANCF- & PAGE 2: SIGNED" Branch: Hudson Last Edit By: Last Edit Date: 712712017 CITY OF Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 d I cto l Documented Construction Value: $ 51,000 Job Address: 3857 Loon Lane Historic District: Yes No Parcel ID: 17-20-31-502-0000-2230 Residential Commercial Type of Work: New z Addition[] Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person. Brandon Gibbs Phone: 407-630-8119 Fax: Name Starlight Homes FL, LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 1..24 Resident of property? : No City, State zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant St., Ste. 240 City, State zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Fax: State License No.: EC 13008106 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, welts, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 l will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signawe of Notary -State of Florida Date t Signature of Contractor/Agent Da ec Y G. Y G% C) C i 73 a o 3 Print Contractor/Agent's Name a a F s Signature ofNotary a rda Dire 0-4 y N P O N M Owner/Agent is Personally Known to Me or Contractor/Agent isy Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical PlumbingEl GasEl Roof El 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: January 1, 2018 Pcrmit Application BIN 000c a- M p N jr 0 o io3 0 CO a7 CO C ` Z 0 oO 'D 0 c m :300 c SPECIFIC PURPOSE SURVEY N (FORMBOARD) n H WYNDHAM PRESERVE W LOT 234 LOT 232 2 LOT 233 DIMENSION NOTE: Proposed building dimensions shown hereon, are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 7.5' Side Street = 25' BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LOT 235 11 Q 8.0' NORTH BOUNDARY OF LOT 234 LOT 234 AREA = 8,852 S.F. +/- PROPOSED I STORY RESIDENCE z 2646 GREEN SWALLOW WAY a M DM 0 FORMBOARD 1 a m FFE=25.70 N o_ 7.3 0 0 20.0 1` r 1.7.3 I t I I I I I I I I I I I 25.5 , I I iI. I I I I I I I I I I I 25.5' a LO 2 W 53. 14' S89 43'031W o O o 0- LD - N 0 0 to 288.50 391.64 PCP wvi Oyu, rr,tlm LEGEND:AOUSSD-Access/Drainage/Utilities/SidewolkLB -Licensed usiness BFP-Backflow Preventer h /Si g t Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plat FFE-Finish Floor Elevation D. . -Deed Book 19-Water Meter O.R.-Official Records Book N-Water Valve P.B.-Plot Book Oo-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 -Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI-Grote Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer set (Falls in Water) D-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Utility Easement Coo -Clean Out FMGD--MAG NAIL & DISK CVD4-Irrigation Control Valve P.K.-Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 wD4-Gate Water Valve SPKD-Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 rr —Existing Crode 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 0 -Proposed Design Grade Monument PRM L87778 10.2-As-Butlt/Existing GradeNote: Some items in above leaen may not be aonllicablel REVISIONS Description Date I Dwn. Ck'd I P.C. Order No. i GREEN SWALLOW WAY 50' RIGHT—OF—WAY PRIVATE ROAD) _ S89'43'03"W CENTER LINE PCP cp 4 cp 0 o 0m N vJ r wQ^ uo z3 o Qoc z a r z Q a W aLov F oQ w CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 090'00'00" 39.27' 35.36' S 44'43'03" W SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. of 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 ore 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 Specific Purpose Survey is for the location and elevation of the formboards`only (THIS IS NOT A BOUNDARY SURVEY) GJ PCP 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 234, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey rmiiq hereon described property Nee mode under my the Standards 555 Wlnderley Place, Suite 109 Maitland, FL 32751ypdrViopidrpeetsof Practice set fortl,^ ttl Plt/ri>Ipbrd of Professional Phone: (321) 270-0440 , surveyors & Map p -4 p 5Jr 1, florido Administrative52.02Z. Fax: (813) 248-2266 E) code, pursua At .5eoN * a Statutes. Licensed Business No. LB 7768 " GeoPoint o Surveying, Inc. ernes D. Levjj'n••'' •''• ), 0 LS6915 FLORIDA PROFESSIOX, l '61b9a P No. .........91.... Drawn: RCA Checked:JDL P.C.: Data Fiile:BrissonEost-Plat Date:06/ 18/18 Dwg:llresonEwt-tot234 Order No.: — NOT VALID WITHOUT 'SfaMA RE AND THE ORIGINAL SEC. 17 - TWN. 20 S. - RING . 11 E. Field Bk: — 2AISFD SFAIOFAFIORInALICFNSFDSIIRVFYORANDMAPPFR Building & Fine Prevention Division PERMIT APPLICATION Application No: I -a- l q0 l Documented Construction Value: $ '5,168.00 Job Address: 3857 Loon Ln, Sanford, FL 32773 Historic District: YesF-]No Parcel ID: 17-20-31-502-0000-2230 Residential Commercial Type of Work: NewR1 Additiono Alteration Repair Demo Change of Use Move Description of Work Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pre Construction Coordinator Phone: 407-886-3729 ext 163 Fax: Email:dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? rtJ' City, `State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-781-1643 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this ,jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application AL - NOTICE: hi 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 lime 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 oft: 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. Ael— C- l L, Signature of Ourcr/Agent Date Signature of Contractor/Agent Date Print C%mer/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date $tg nturepjt¢t vASJgtk a Notary Public State of Florida Jessica Kline My, Commission GG 056367 f or ao Expires 12/1912020 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: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS` ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised:Junuary 1,2018 Permit Application WORK ORDER Job #: 34662 Date: 3/28/2018 145956 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 223 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3857 Loon Ln CITY/STATE/ZIP: Lake Mary, FL 32746 City/ State / Zip Sanford JFL 132773 Model/Bldg: 2095 S 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: Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03'600G CU-2 Date Required: T'Stat: TH6220D1002 VStat: Filter Base AHU Location N/A 2nd A 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 No Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper ZD1 Y8150A1017 Qty 1 EAI calls inspection: Yes Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 ByPass Damper #2 ZD7 Qty Yes No Qty. Yes No Grs. Stamped Stl. 17 X Flue Pipe: X Grs. Stamped Returns 7 X Filter Base X Grs. White S/A Adj. X Mery 8 'Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: EstimatedEstimatedTask - Description Hours Cost 03- Fabrication Labor 1.98 24.95 Rou hin 2,549.00 29. 46 441.83 04-Installation Labor 06- Piping Labor 7.13 121.13 Trim 2,549.00 14- Kitchen Vent Trim 02- Material/Tax 1,297.97 Permit 70.00 1, 482.48, 01-Equipment/Tax 09- Permit/Other 60.00 011- Delivery Labor 1.45 18.28 20- Pull Material Labor 2.90 36.56 Total Contract: 5,168.00 2. 501 42.50 12-Startup Labor Revision City of Sanford Response to Comments OCT 2 4 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ` Submittal Date Project Address: Contact: Ph: LAc5A- "->i M gJ1 Fax: Email: 11r'Ae.' h . CONS Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals M RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 223 - 2095 SR Builder Name: Starlight Homes BUIL iLStreet: 3857 Loon LN Permit Office: Seminole County G City, State, Zip: Sanford , FL , 32773 Permit Number: 4/VI Owner: Jurisdiction: IS - W-P I O O Design Location: FL, Orlando County:: Seminole (Florida Climate Zone f R11vIE 1. New construction or existing New (From Plans) 9. Wall Types (2438.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1131.70 ft2 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=4,1 980.00 ft2 c. Frame - Wood, Adjacent R=13.0 326.67 ft2 4. Number of Bedrooms 4 d. NIA R= ft2 5. Is this a worst case? No 10. Ceiling Types (1411.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1411.00 ft2 6. Conditioned floor area above grade (ft2) 2099 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(190.8 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: Floor 2 R ft2 6 419.8 a. U-Factor: Dbl, U=0.34 190.80 ft2 SHGC: SHGC=0.26 b. U-Factor. N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor: N/A ft2 a. Electric Heat frump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems 8. Floor Types (1316.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 929.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=0.0 387.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 62.57 Total Baseline Loads: 63.00 I hereby certify that the plans and specifications covered by Review of the plans and SrArFthiscalculationareincompliancewiththeFloridaEnergy Code. specifications covered by this indicates O- VIiE v` f'`' ` `' 'o f calculation compliance r Of ail/ with the Florida Energy Code. rro„ „ PREPARED BY: Before construction is completed w DATE: r this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. t with the Florida Energ C de. G'Ob wrz OWNER/AGENT BUILDING OFFICIAL: - DATE DATE: d, dGi 49 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. 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Gomp'i Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 223 - 2095 SR Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2099 Lot # 223 Owner Name: Total Stories: 2 Block/Subdivision: Wydnham Pres of Units. 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3857 Loon LN 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 J Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2099 18116.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 929 8639.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1170 9477 No 1 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Floor 1 --- ---- 387 ft2 0 0 0 1 2 Slab On -Grade Edge Insulatio Floor 1 105 ft 0 929 ft2 0.35 0 0.65 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1578 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1411 ft2 N N 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1411 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood Floor 2 13 38 0 8 1 307.2 ft2 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 18 0 9 4 168.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 32 0 8 1 258.7 ft2 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 32 0 9 4 298.7 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 38 0 8 1 307.2 ft2 0 0.25 0.6 0 6 S Exterior Concrete Block - Int Insul Floor 1 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Floor 2 13 32 0 8 1 258.7 ft2 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft2 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 35 0 9 4 326.7 ft2 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Floor 1 None 39 3 6 10 20.5 ft2 2 N Wood Floor 1 None 39 2 10 6 10 19.4 ftz WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 14 ft 0 in None None 3 S 5 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 1 ft 0 in None None 4 s 6 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 12 ft 0 in None None 5 s 6 Vinyl Low-E Double Yes 0.34 0.26 N 40.8 ft' 1 ft 0 in 12 ft 0 in None None 6 W 7 None Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 387 ft' 387 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2113.6 116.03 218.22 345 7 2/13/2018 10:25 AM EnergyGauge@3 USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS I V # Supply — Location R-Value Area Return -- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 419.8 ft Attic 104.95 Prop. Leak Free Floor 2 cfm 63.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb Mar HeatJan jXjFeb XMar Ventin [ ] Jan Feb [X Mar Ceiling Fans: A r Ma Jun Jul Au APr IMa l Jun Jul AuSep XJAprMayJunJulAugSe n Se Oct Nov Oct X Nov . Oct [ X Nov jXjDec Dec Dec jXjThermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling ( WD) Cooling ( WEH) Heating ( WD) Heating ( WEH) AM 78 PM 80 AM 78 PM 78 AM_ 66 PM 68 AM 66 PM 68 78 78 80 78 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 61 0 0 0 1 - Electric Heat Pump 1 - Central Unit 2/ 13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 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 (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. NIA 3857 Loon LN, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1131.70 ftz b. Concrete Block - Int Insul, Exterior R=4.1 980.00 ft2 1 c. Frame - Wood, Adjacent R=13.0 326.67 ftz 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1411.00 ft2 2099 b. N/A R= ft2 Area c. NIA R= ft2 190.80 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Floor 2 6 419.8 ft2 12. Cooling systems kBtulhr Efficiency ft2 a. Central Unit 36.0 SEER:14.00 Insulation R=0.0 R=0.0 R= ftz 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 36.0 HSPF:8.20 1.000 ft. 0.260 Area 14. Hot water systems a. Electric Cap: 50 gallons 929.00 ftz EF: 0.95 387.00 ft2 b. Conservation features ft2 None 15. Credits Pstat 1 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: (p f 8 t 9 Address of New Home: L60i;,, tgZL-9- City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/ 13/2018 10:25 AM 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 223 - 2095 SR Builder Name: Starlight Homes Street: 3857 Loon LN Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Orlando 0 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/soffitYPp9 /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/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation_ maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts; penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 airtight 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 exten behind oml2ina and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilanos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 2/13/2018 10:25 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance F 0A N." • Milli I g • • • is Performance Method Project Name: Lot 223 - 2095 SR Builder Name: Starlight Homes Street: 3857 Loon LN Permit Office; Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: Cond. Floor Area:: 2099 sq.ft. Cond. Volume: 18117 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOWN 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form.R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate. of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either SHE S-',q individuals as defined in Section y0 553.993(5) or (7), Florida Statutes or c+ uarri" , . Y individuals licensed as set forth in 0 . L 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. WE t¢ y BUILDING OFFICIAL: DATE: 2/13/2018 10:25 AM 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 223 - 2095 SR Builder Name: Starlight Homes Street: 3857 Loon LN Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2099 House Duct Total Conditioned Floor Area) System an,out}* Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 2/13/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: O - TtiE Sr INnr ;;:,.ouu tN.4cQi 0o WF 2/13/2018 10:25 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 For: Lot 223 - 2095 SR, Ashton Woods Homes 3857 Loon LN, Sanford, FL 32773 Notes: Design lnformation 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15643 Btuh Structure 16305 Btuh Ducts 2692 Btuh Ducts 4417 Btuh Central vent (61 cfm) 1737 Btuh Central vent (61 cfm) 1185 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20072 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensibleload 21907 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2365 Btuh Ducts 808 Btuh Central vent (61 cfm) 1820 Btuh Heatingg Cool" Outside air Area (ffz) 2140 2140 Equipment latent load 4993 Btuh Volume (ft') 18438 18438 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 26900 Btuh Equiv.AVF (ctm) 86 46 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR 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 24750 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual airflow 1105 cfm Actual airflow 1105 cfm Airflowfactor 0.060 cfm/Btuh Airflowfactor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 32 OF Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Boldrrtalic values have been manuallyoveiridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ft- 2018-Oct-09 08:32,36 wr ghtsc Right -Suite@ Universal 2018 18.0.11 RSU17013 Pagel ACCis....SpecifidWyndharnPreserve\Lot223-2095SRrup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: Ashton- StarlightHornes wrightsoft, Date: 10/10/2016 Entire House By: Energy Air, Inc Plan: 2095S 5401 Energy Air Ct, Orlando, FL 32810 Phone: 407-88&3729 Email: GRenner@energyaircom Web: w,vw.energyaircom For: Lot 223 - 2095 SR, Ashton Woods Homes 3857 Loon LN, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6'F Sensible gain: 21907 Btuh Entering coil DB: 77.3'F Outdoor design WB: 75.9'F Latentgain: 4993 Btuh Entering coil WB: 64.0?F Indoor design DB: 75.0°F Total gain: 26900 Btuh Indoor RH: 50% Estimated airflow: 1105 clm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cl n Sensible capacity: 23961 Btuh 109% of load Latent capacity: 6713 Btuh 134% of load Total capacity: 30674 Btuh 114% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20072 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfin Output capacity: 33800 Btuh 168% of load Capadty balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 5.6 kW 95% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. Wrightsoft" 2018-od0908:32:36 k,. •,« .. K. «w,c«..w., Right-Suite(DUniversal 201818.0.11 RSU17013 Page 1 AC(>, ...SpecifidWyndham Preserve\Lot223- 2095 SR.rup Calc= MJ8 Front Door faces: N Duct System Summary Job: Ashton -Starlight Homes wrigh$softz Date: 10/10/2016 Entire House E,r: Energy Air, Inc Plan: 2095S 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.00mVVeb:wv4w.energyair.com For: Lot 223 - 2095 S R, Ashton Woods Homes 3857 Loon LN, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.233 / 0.047 in H2O 0.096 i n/100ft 1105 cfrn 292 ft Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.233 / 0.047 in H2O 0.096 in/100ft 1105 cfm Name Design Btuh) Htg CFm) Clg clm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 C 473 25 25 0.181 4.0 Ox 0 VIFx 14.1 115.0 st1 bed.3 C 2068 90 110 0.174 7.0 Ox 0 VIFx 24.5 110.0 st1 bed.4 C 2007 44 107 0.287 6.0 Ox 0 VIFx 11.4 70.0 bed2 C 2002 79 107 0.180 7.0 Ox 0 VIFx 19.8 110.0 st1 d.4-A h 152 9 9 0.261 4.0 Ox 0 VIFx 19.4 70.0 fam.l t-din h 2016 121 115 0.134 7.0 Ox 0 VIFx 33.7 140.0 st3 fanrkit-din-A h 2016 121 115 0.141 7.0 Ox 0 VIFx 26.1 140.0 st3 fa skit-din-B h 2016 121 115 0.139 7.0 Ox 0 VIFx 28.2 140.0 st3 flex -A h 1679 101 49 0.096 7.0 Ox 0 VIFx 48.1 195.0 st4 flex-B h 1679 101 49 0.106 7.0 Ox 0 VIFx 35.5 185.0 st4 faun C 878 7 47 0.280 4.0 Ox 0 VIFx 8.4 75.0 mba C 618 30 33 0.287 4.0 Ox0 VIFx 6.4 75.0 tubed C 2560 101 137 0.289 7.0 Ox0 VIFx 5.8 75.0 pantry, -A h 1341 81 29 0.132 6.0 Ox 0 VIFx 36.7 140.0 st3 pdr-A h 462 28 16 0.144 4.0 Ox 0 VIFx 32.3 130.0 st3 wio-A h 572 34 33 0.280 4.0 Ox 0 VIFx 13.4 70.0 v"c2 C 195 10 10 0.174 4.0 Ox 0 VIFx 18.9 115.0 st1 BoldRtalic values have been manuallyoverridden wrightsoft n Right -Suite® Universal 2018 18.0.11 RSU17013 ACCP....SpecifidWyndham Preserve\Lot223- 2095 SR.rup Calc= MJ8 Front Door faces: N 2018-Od-09 08:32:36 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 675 488 0.096 632 14.0 0 x 0 VinlFlx st2 st1 PeakAVF 205 253 0.174 572 9.0 0 x 0 VinlFlx st4 PeakAVF 202 97 0.096 458 9.0 0 x 0 VinlFlx st3 st2 PeakAVF 675 488 0.096 632 14.0 0 x 0 VinlFlx Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) MaU Trunk rb1 Ox0 832 807 47.3 0.099 596 16.0 Ox 0 VIFx rb2 Ox 0 273 298 48.6 0.096 674 9.0 0x 0 VIFx Boldritalic values have been manuallyoverridden wlrgFt#Soft~ 2018-Od-09 08:32:36 Right-Suite®Universal 201818.0.11RSU17013 Paget SpecifidWyndham Preserve\Lot223-2095SR.rup Calc=MJ8 FrontDoorfaces: N Job M Ashton- Starlight Homes Performed for: Lot 223 - 2095 SR 3857 Loon LN Sanford. FL 32773 Level 1 EnergyAir, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom 3' VTW Scale: 1 /8" = 1'0" Page 1 RightSuite® Uni%ersal 2018 18.0.11 RSU17013 2018-Oct-09 08:32:44 m Presemlot 223 - 2095 SR.rup level2 In2 8x4 m bed 34 cfrn WC33cim3'VTR m ba dl4 F 8x4 10x6 4" Sup Riser 9cfrn 137 c8n e 14 4 " 4" bed.4 7" ac 6" 4'VTR RA OVER DOOR 91, la4 1loxs07cfm 12x12 8x4 298 cirn T 47 cfm 24x1 832c 9' 6.0A VTR 61CFM 14x6 hall , 0,0 10x6 7 7 14x6 107Chn 4' 8x4 \10x6 25 cfrn 110 cfrn n 14x6 3' VTR 0 8x4 cl.3 10 cim bed2 bed.3 bat wi Job #: Ashton- Starlight Homes Performed for: Lot 223 - 2095 SR 3857 Loon LN Sanford, FL 32773 AHU ON METAL STAND 3.0 TON 240V/ 5KW HP Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRennera@energyaircom Scale: 1 /8" = IV' Page 2 RightSuite® Universal 2018 18.0.11 RSU17013 2018-Oct-09 08:32:45 m Preser eTot 223 - 2095 SR.rup FINAL BOUNDARY SURVEY t v o WYNDHAM PRESERVE V) ' N LOT 223 a PB 81, PG 93) p o. r• .. N vN M 1 O V PCP S 8943'03" W A 291.64' PCP o w 8.87' rn fn o 10 N89043'03 "E 9. 14' m N 0 o N oFtiO c2 Z FANA M t0 M 7.8' O LOT 222 N 14) 7.8' FIR LOT 225vtirO Survey Note NO SOD AT TIME OF SURVEY. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' Side Street = 25' rLB —Lice ed usin LEGErgD:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed s revers8FP-8ackflow Preventer Si ht Distance Easement9 PRM-Permanent Ref. Monument S-Survey Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plat FFE -Finish Floor Elevation D.B.-Deed Book M-Water Meter O.R.-Official Records Book M-Water Valve P.B. -Plot Book iZf-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver D-Telephone Box SW -Sidewalk E -Electric Box FFE-Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) 0 -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL & DISK Cvt>4-Irrigation Control Valve P.K. -Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod LB7768 WX-Gate Water Valve SPKD-Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 11•1 -Existing Grade FIP -Found 1/2" Iron Pipe LB7768 OI -Blow-off Valve FPKD -Found P.K. Nail &Disk LB7768 ---Drainage Flow Direction FCM -found 4"x4" Concrete 10.0 -Proposed Design Grade Monument PRM LB7778 10.2 -As-Built/Existinq Grad Note: Some items in above legen may not be applicable Description I Date I Dwn.l Ck'd I P.C. I Order No. I UZ UD 15.9'-`- CONC WALK 20.0 CO \ o 18.0 ENTRY I STORY o RESIDENCE M 3857 LOON LANE t CO PRINCIPALttFFE= 27.40 0 BUILDING SETBACK t Typ,) I 38.0 A/C OR of PATIO of I PAD I 9.8 I I I LOT 223 l AREA = I 8,469 S.F. +/- SOUTH BOUNDARY OFI LOT 223 84.14' S89'43103'tiV 1 LOT 224 FMGD PCP PCP CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 75.00' 090'00'00" 117.81' 106.07' S 45"16'57" E C2 100.00' 090'00'00" 157.08' 141.42' N 45'16'57" W SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" = 20'. 7. All boundary line dimensions are field measured unless otherwise noted. 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 223, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 12 18 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Sec 'on 47 Florida Statutes. GeoPoint SUIVe ing, Inc. Kmepe,S. Leviner LS6915 Drawn: RCA Checked: JDL P.C.: Data File:BrissonEost-Plat ORID PROFESSIONAL SURVEYOR & MAPPER NO. ........... SAPIPFIR 5 Date: 12/19/18 Dwg: BriwmEast-lot923 Order No.: — NOT VALID WITHOUT THE SIGNATURE AND THE ORIGI rn rrAi nr A n ncrnA i irrucrn ci iRvFvnR Aun SEC. 17 - TWIN. 20 S. - RNG. 31 E. Field Bk: — ENVIRONMENTS FOR ' , k 0 P0(2-0&4 IS - t4or SITE ID:430215 LOT:223 BLOCK HOUSE: 3857 STREET: LOON LN CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTM.. 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM;PRESERVE COMMUNITY: WA PLAN: NDP 10/18/2017 PROGRAM: CODE1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3857 LOON LN, SANFORD, FL 32771 TEST: BLOWER. DOOR RESULT: PASS TESTER: Dave Revelle DATE: 01/042019 Plumbina IR Scan I Tester I Dave Revelle I Date .1 01/04/2019 1 Result I PASS I Iww l S u a 1 a I1, z!uH sadni 4<i i rsi rc+,r.« S' priS k6'duts N ,t;w ii) i .' i T!aTEST NAME ^ r"1' . I k t r«,o ., i;9r'- w weUelF CORRECTION , NEEDED h'" wa,. C` riBUILDER', ASS` VERIFlEDu°":; a RATER? M 1 VERIFIED.t i iNIA-''sn,r 5.1 Attic Access Panel (fully gasketed and insulated) X 5.2 Attic drop -down Stair (fully gasketed and insulated) X 5.4 Recessed Lighting Fixtures (ICAT labeled and sealed to drywall) X 5.5 Whole -house Fan (insulated gasketed to the opening X 7.3 Fresh air ventilation installed per program specs X Blower Door Room Pressure Test Met Bdrm 0 Bdrm 2 0 Bd. 3 1 0 Bdrm 5 a Rm 1 0 Rm 3 0 Other 0 Bdrm 4 0 Rm 2 0 CO Detectors Energy Star QualifiedAppliances? Efficient Lighting Package? X 80 or> Of Hardwired Lights Must Be CFL Or LED X Low Flow Faucets, Toilets etc? X Programmable Thermostat? X CerlRisd Green Program Level Requires Visual Inspection Mechanical N 3 i.Y1 II tl i Po}' Model#3IMenukclursrems= r .M odslfit Modele' 2 N2SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM WATER HEATER SYSTEM WATER HEATER SYSTEM FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO36 UNIT SYSTEM i HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP036 PUMP) SYSTEM- 2- FURNACE HVAC OUTDOOR SYSTEM UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 3 PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 4 PUMP) BUILDING SPECIFICATIONS Tb- W" R,'BUILDINGCHAR,P4 CTERISTIC3 , „., _ I r;AS'-VALUES?r 11` VALlE8'"_ AS"BUILT- "E r I ' d-COMMMENTrti'q11F n OF BEDROOMS (REM) NA NA CEILING FLAT (REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR (REM) NA 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: Dave Revelle DATE: 01104/2019 BUILDING SPECIFICATIONS gSDE816N=VALUES -`,. ASBUILT -YALUEB `,:".' COMM ME, NT. PROGRAMMABLE THERMOSTATS (PRIF) YES " WATER HEATER TYPE (PRIF) CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF) INFILTRATION (HOUSE LKG) ACH (REM) NA H(g. 5'.3CIg, 5.3 ACH (50 Pascals ': FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA ' NA VENTILATION FAN MODEL # (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION # OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME - HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S (PRIF) INTERIOR % OF CFL'S (PRIF) INTERIOR % OF LED'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFL'S (PRIF) EXTERIOR FIXTURES % OF LED'S (PRIF) GARAGE FIXTURES % OF CFUS (PRIF) GARAGE FIXTURES % OF LED'S (PRIF) DISHWASHER (PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA (PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING (REM) NA NA COOLING (REM) NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING (REM) I NA I NA TEST: DUCT BLASTER RESULT: PASS TESTER: Dove Revelle DATE: 011O4/2019 TOTAL CONDITIONED FLOOR AREA 0 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET40 00 /k n5 TOTAL DUCT LEAKAGE % TARGET 0:00%--. 12.00 % ".. SYSTEM 1 SO FT. SERVED (CFA) 0.-2,095, POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE ; I 0 186 r hi@ SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 11ti ) 49 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infimry/ CFM25) TARGET (CFM25) ACTUAL rl-,, (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 251 "q SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (%OF NaN%000% CFM25) TARGET -i (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0;, - 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE ,j SYSTEM 2 DUCT LEAKAGE TO OUTSIDE NT SYSTEM 2 DUCT LEAKAGE TO OUTSIDE r; CFM25) TARGET .". 0i 0 ; L( (CFM25) ACTUAL "SIRt (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE ; SYSTEM 2 TOTAL DUCT LEAKAGE,' SYSTEM 2 TOTAL DUCT LEAKAGE (% OF .` CFM25) TARGET 0 - `0 (CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 ' ` '`. 0 ti SCFM25M3 DUCT TARGEf LEAKAGE TO OUTSIDE 0 , p ) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE r (€ I i* SYSTEM 3 DUCT LEAKAGE TO OUTSIDE ;Lnx r CFM25) (CFM25) ACTUAL t,P (% OF CFA) ACTUAL dr r s SYSTEM 3 TOTAL DUCT LEAKAGE p `, p SYSTEM 3 TOTAL DUCT LEAKAGE fl SYSTEM 3TOTAL DUCT LEAKAGE (%OF TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Ravalle DATE: 01/04/2019 CFM25) TARGET ' „' . (CFM25) ACTUAL'' CFA) ACTUAL ` s SYSTEM 4 SO FT. SERVED (CFA) • .' 0 w 0 } SYSTEM 4 DUCT LEAKAGE TO OUTSIDE ;. SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 (CFM25) ACTUAL (% OF CFA) ACTUAL r SYSTEM 4 TOTAL DUCT LEAKAGE h i I G SYSTEM 4 TOTAL DUCT LEAKAGE ePi'' SYSTEM0CFM25) TARGET t (CFM25) ACTUAL ,yL CFA) ACTUAL BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS 4irDESIGN- VALUES, ASBUILT=VALUES COMMMENT DUCT LEAKAGE TO OUTSIDE (REM) NA 0.023 CFM25 / CFX—,:: TOTAL DUCT LEAKAGE (REM) NA 0.12 CFM25 / CFA FLOW RING (PRIF) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3857 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3857 Loon Ln (Lot 223) Jurisdiction: Cond. Floor Area: 2095 Cond. Volume: 17657 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1559 ELA: Ci—lo — kAnki Pn;M Tact nnf. HOUSE PRESSURE FLOW: 1 50 Pa 1559 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm EgLA: ACH: SLA: 86 203 5.3 04 ACH(50) " : 5.3 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Signature: Printed Name: Dave Revelle Date: 01 /04/2019 Digitally signed by Dave Revelle Date: 2019.01.04 15:09:08 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle @topbuild.com, C=US Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/25/2017 430215 This certificate is presented to for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services 04/05/2019 Certification Expires