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3884 Saltmarsh Lp 18-1034; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT 18 —1034 nqco :) I STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000161 BUILDING PERMIT NUMBER: 18-10000161 DATE: February 28, 2018 a,1,0 5 f' UNIT ADDRESS: SALTMARSH LOOP 3884 LOT 30 17-20-31.502-0000-0300 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3884 SVAET/ASFR LOOP / LOT 30 / WYNDHAM PRES----------------------------------------- ...................................... FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO;WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A nRle Fa ily Housing .00Sin 1.000 dwl unit 00 FI 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARSKSgle 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 'POP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Pa' 19 I IlIIII Iflll lllll Ilill Ilill IIIII IIII IIII THIS INSTRUMENT PREPARED BY: "' Nemo: Statli ht Homes Florida, TLC GRANT MALOY r SEMINOLE 'COUNTY y Address 1084 Greemn moo' B Su 12 CLERK OF CIRCUIT COURT L COMPTROLLER LakeMaly-c md6 BY, 9079 Ps 284 Wss ) CLERK'S A 201802004E NOTICE OF COMMENCEMENT RECORDED 02/21/2018 11:55:21 AM RECORDING FEES $10.00 RECORDED BY hdevore State of Florida County of Seminole Parcel ID Number: 17-20-31-502-0000- 02j 0 Permit Number: The undersigned hereby gives notice that Improvement win'be made to certain real property, and In accordance withChapter713, Florida Statutes, the following Information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description'of the property and address If available) GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Stern ht Homes Florida, LLC Address. 1405 Old Alabama Road Suite 200 Roswell GA 30076 Fee Slmple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Stadl ht Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Pomons within the State of Florida Designated by Owner upon whom notice or other documents may be senred .. as provided by Section 713.13(1)(b), Florida Statutes. Name.. NA Address: NA of In addition to himself, Owner Designates To receive a copy of the Uenoes Notice as Provided in Section 713.130)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) INARNlNG Tn OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENT -MUST .BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under p naltles of perjury, I declare that I have read the foregoing and that the facts stated In It are true to t knowledge and belief. Owner. Signahre Ownera Prbftd Nerve Roma statute 713.13(1)(9) The owner routs sign the nodes ar aommoncemeld and no one else may be permitted to dOn In Ns or her dead.' State of County'of ' in I The foregoing Instrument was scknowie god before me thlg day of 20 by Who Is personally known to me ® Nerve of person mamnp statement OR who has produced identification type of Identification produced: Shayhe Mangel . NOTARY PUBLIC STATE OF FLORIDA _ NalarY Signature Comm# GG113111 1 Expires Ri 2021 _ _. a7Z - 7'. A CITY OF SANFORD FEB 2 6 201 BUILDING & FIRE PREVENTION PERMIT APPLICATION 1P Application No: Documented Construction Value: $ 2114631 %o Job Address: --A2 }* Z:)Q or 1 y-s h La -a R- :)artf drA historic District: Yes No Parcel ID: 17-20-31-502-0000- p ,-OO Wyndham Preserve Lot 60 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 Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & 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: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F13C 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code W 013 43 - --- Revised: June 30, 2015 SD a O IS-. Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be.additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of , No ry-StSpgJiJprMsnge Date 1 iY q NOTARY PUBLIC STATE OF FLORIDA r;om n# GG113111 Expires /2112C21 Owner/Agent is Personally Known to Me or Contractor/Agent is // Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building W Electrical a Mechanical a PlumbingER Gas[] Roof Construction Type:_ NIP5 Occupancy Use: 913 Flood Zone: X- SCd AST •acHc'p Total Sq Ft of Bldg: 2 5(o Min. Occupancy Load: l 1-4 # of Stories: 2 New Construction: Electric - # of Amps ISo Plumbing - # of Fixtures t I Fire Sprinkler Permit: Yes No [X # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: M rG !)4- t FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 4 2.1 °/o 1roP- Wlk D scov try-U1 C—t2 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SiF 3.1(.• 1% Revised: June 30, 2015 _ _ _ _ Permit Application _ FEB 2 Zola '. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S}- Job Address: 3$ 8 4- Z u li_' aYrah L_aoe arA-orA Historic District: Yes No Parcel ID: 17-20-31-502-0000- p _-:SoO Wyndham Preserve Lot 60 Residential ® Commercial Type - of- Work Nmew-l-dditiolre lteraLiME—keppir eD D-Change o se 0 Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 .Fag: 407-647-0700 Email:. Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER:'YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there -may be -additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. k— I)., - )_ t - N % 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 aignature or notary-stEwgq#jprfmnget — Date iqy NOTARY PUBLIC STATE OF FLORIDA Y b r;omm# GG113111Y" 1E,a a Expir7Personally 121/2021 Contractor/Agent is Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: M 3-1 WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30,2015___.._.... . __ _. Permit Application .. RowPM.5 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: 3884 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0300 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ON Y 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 M The parcel is not in the: M 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# 18-1034 Reviewed by: Michael Cash, CFM Date: March 1, 2018 1 0 Application for Paved Driveway, Sidewalk or 2 I FRWalkway Including Right -of -Way Use & to 9 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 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 constructoA over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other r jurisdiction' s right-of4ay. All requested information below as well as a current survey, site plan or plat dearly identifying the ruro...rnrsbelow size and location of the existing right -of --way and use shall be provided or application could be delayed. 0211befonyoadig 1. Project Location/Address: l{- at'1 L-0 L-V Y1AY00r r4t e k P _ 3a'Z-13 2. Proposed Activity: Q Driveway Q Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Properly Ouurter Signature: - Print Name: L Address: 0064 G eenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: shayne.mangel@stadighthomes.00m Date: 8 Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stornwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read u erstand the above statement and by signing this application I agree to its terms. Signature: Date: a- "- 1 & 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: Official Use Only Application No: Fee: Date: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date: November 2015 ROW Use Oriveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a • L14 -I % Project Name:Y ry-yesQ,ve- Project Address: 2)$ 7s4 c_ \A-rY-Inr t. V-% mop 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. m clr,ciel int a wner/Tenant Signat ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print a of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # Off &5lev- 600k Print Name of El. Contractor Ignature of El. tractor E_ao03096 El. Contractor License # CALLED INTO: Progress Energy o Florida Power and Light on / Rev. 02/10/15) LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 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): The specific permit and application for _work located at: Street Ad tess) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this Aaday of UG(1 UOI 200, by Robert Willets who is u ps onally known to me or who has produced as identification and who did (did not) take an oath. Notary S elLangel NOTARY PUBLIC STATE OF FLORIDA L Comm# GG113111 Expires 61211202' Rev. 08.12) 041wiala—MM LWA ` p. 0.1 1 p& mQr Q2, Print or tWe name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED I Permit # BUILDING PERMIT Min Max Ins ection 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: 2qA4'%rv CZSt C SELEC TRICALLPERMIT" Min Max inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG)' 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MFCIirW'110 LAftRMIT' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 RECORD COPY FORM. R4054017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 30 - 2121 UR Builder Name: Starlight Homes Street: 3890 Saltmarsh Loop Permit Office: Serrli_no lle CountyCity, State, Zip: Sanford, FL , 32773 Permit Number: j 1 v - 1 0 3 4 UAP4Owner:.# } {YYti Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2379.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1236.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 912.33 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft2 4. Number of Bedrooms 4 d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (1264.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1264.00 ft2 6. Conditioned floor. area above grade (ft2) 2121 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(191.4 sgft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424.2 a. U-Factor: Dbl, U=0.34 150.42 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1264.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 853.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 411.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.090 Total Proposed Modified Loads: 62.25 PASSTotalBaselineLoads: 63.99 1 hereby certify that the plans and specifications covered by Review of the plans and STgTFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis OoHE v ___ - Off, Code. calculation indicates compliance with the Florida Energy Code. r,,,,,'••. F „ O PREPARED B Before construction is completedr r"•' ' DATE:- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. G'Op WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 2• Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/22/2018 9:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 30 - 2121 UR Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2121 Lot# '- "- '' `30 . "' " 1-" Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlalBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3890 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2121 18203.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 853 7932.9 Yes 5 0 1 Yes Yes Yes 2 Floor 2 1268 10270.8 No 0 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 97.8 ft 0 853 ft2 w 0 0 1 2 Floor over Garage Floor 2 ___ --- 411 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1414 ft' 0 ft' 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 1264 ft2 N N 1/22/2018 9:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Fldo-r 2" "' "30 " "" Blown 1264 ft' 0:1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below rnt To-IALallTType R-lLalue Ft in Fe in Area-R-valu e FractionbsorA Goad ° 1 E Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 33 3 9 4 310.3 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 9 9 4 72.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 28 9 9 4 268.3 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 4 261.3 W 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 24 9 9 4 231.0 ft' 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 8 20 ft2 2 N Wood Floor 1 None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 None Low-E Double Yes 0.34 0.26 N 15.0 ft" 1 ft 0 in 1 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft° 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft° 1 ft 0 in 3 ft 0 in None None 4 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 0 in None None 5 W 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 6 S 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 7 S 8 Wood Double (Clear) Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None 8 S 8 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 9 S 8 None Low-E Double Yes 0.34 0.26 N 15.4 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 ft' 411 W 64ft 9.3ft 0 1/22/2018 9:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH •ACH-50•, .. ., 1 Wholehouse Proposed ACH(50) 000382 2123.8 116.59 219.27 .3431 7 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 k8tu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply -- V # Location R-Value Area Return -- - Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 424.2 ft Floor 2 106.05 Prop. Leak Free Floor 2 — cfm 63.6 drn 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Feb [ j MarHeating [X] Jan Feb [X] Mar Coolin (j Jan JXJJan Feb [X Mar Ceiling Fans: Apr Ma X Jun riJul riAu riSeJunJulAugSepAprMayriJunJutAugSep 1 Oct Nov Oct Nov Dec lXl DecVenting 1/22/2018 9:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78' "' —78 ' 78 78 78 78' Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 73 0 0 1 - Electric Heat Pump 1 - Central Unit 1/22/2018 9:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor. N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3890 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1236.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 912.33 ft2 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1264.00 ft2 2121 b. N/A R= ft2 Area c. N/A R= ft2 150.42 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424.2 41.00 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=19.0 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.258 Area 14. Hot water systems 853.00 ft2 a. Electric 411.00 ft2 ft2 b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 31 o n Q Date: o Address of New Home: cJi6c rjc, l:+k%oeJk Loop City/FL Zip: kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat OF-1144E STgY, Inn NO 5 lip WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/22/2018 9:54 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 V 2017 -,AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 30 - 2121 UR Builder Name: Starlight Homes Street: 3890 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 o4o*na 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 a. In addition, inspection o log walls shall be in accordance with the provisions of ICC400. 1/22/2018 9:55 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 BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 30 - 2121 UR Builder Name: Starlight Homes Street: 3890 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2121 sq.ft. Cond. Volume: 18204 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 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. E-Jlc3J'IiI .T4 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: O THE STgT 0 0 6 •ILI a l 0 O 1/22/2018 9:55 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method i FLORIDA ENERGY EFFICIENCY CODE FOR -BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 30 - 2121 UR Builder Name: Starlight Homes Street: 3890 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2121 House Duct Total Conditioned Floor Area) System On,out)" Leaka e Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/22/2018 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)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 04-CHE STgp O. n 44. 0 )I.I Z. a I 1/22/2018 9:55 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsofte Project Summary Entire House Energy Air, Inc 5401 Energy Aif,'Cl.'Orlando, FL 32810 Phone: 407-886-3729 Email GRenner@energyair.com Web: wmmenergyair.com For: Lot 30 - 2121 UR, Starlight Homes 3890 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 68 OF Design TD 24 OF Heating Summary Structure 13698 Btuh Ducts 2634 Btuh Central vent (73 cfm) 1901 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18232 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Coolin Area (ft2 214 i 214q Volume (ft3) 18223 18223 Air changes/hour 0.22 0.11 Equiv. AVF (cfm) 67 33 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO3600008 AHRI ref 8068612 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: 8.2 HSPF 33800 Btuh @ 47*F 29 OF 1070 cfm 0.066 cfm/Btuh 0.50 in H2O Job: Starlight - Wyndham Date: 4/1812017 By: Plan: 1802 S Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 17437 Btuh Ducts 3098 Btuh Central vent (73 cfm) 1405 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21940 Btuh Latent Cooling Equipment Load Sizing Structure 1989 Btuh Ducts 654 Btuh Central vent (73 cfm) 2158 Btuh Outside air Equipment latent load 4801 Btuh Equipment Total Load (Sen+Lat) 26741 Btuh Req. total capacity at 0.70 SHR 2.6 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil F84CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1070 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.82 Input = 5 kW, Output = 17616 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft' Ri ht-Suite® Universal 2017 17.0.28 RSU02534 2018 Jan 22 0 Page 1 9 Page 1 ACCk ... Specific\Wyndham PreserrelLot 30 - 2121 UR.rup Calc = MJ8 Front Door faces: N wrigksoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyaircom For: Lot 30 - 2121 LIR, Starlight Homes 3890 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6OF Sensible gain: 21940 Btuh Outdoor design WB: 75.9OF Latent gain: 4801 Btuh Indoor design DB: 75.0°F Total gain: 26741 Btuh Indoor RH: 50% Estimated airflow: 1070 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1070 cfm Sensible capacity: 23961 Btuh 109% of load Latent capacity: 6713 Btuh 140% of load Total capacity: 30674 Btuh 115% of load SHR: 78% Design Conditions Outdoor design DB: 44.2OF Heat loss: 18232 Btuh Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Job: Starlight - Wyndham Date: 4/18/2017 By: Plan: 1802 S Entering coil DB: 76.2°F Entering coil WB: 63.6°F Entering coil DB: 66.4°F Manufacturer: Carrier * Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1070 cfm Output capacity: 33800 Btuh 185% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1070 cfm Output capacity: 5.2 kW 97% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018-Jan-22 09:50:31 wrightSoft• Right-Sufte® Universal 2017 17.0.28 RSU02534 Page 1 ACCK ... Specific\Wyndham Preserve\Lot 30 - 2121 UR.rup Calc = MJ8 Front Door faces: N DS SJob: Starlight - Wyndham wrightsoft Duct System Summary Date: 4/1812017 Entire House By: Energy Air, Inc Plan: 1802 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.com Web: www.energyaircom For: Lot 30 - 2121 UR, Starlight Homes 3890 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.141 in/100ft 1070 cfm Cooling 0. 50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.141 in/100ft 1070 cfm 199 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg.Egv Ln (ft) Trunk Fam/Din/ Kit h 2217 145 108 0.141 8.0 Ox0 VIFx 49.0 150.0 st6 Fam/Din/ Ka-A h 2217 145 108 0.141 8.0 OXO VIFx 33.3 165.0 st5 Fam/Din/ Kit-B h 2217 145 108 0.161 7.0 Ox0 VIFx 34.0 140.0 st6 Fam/Din/ Kit-C h 2217 145 108 0.142 8.0 Ox0 VIFx 31.9 165.0 st5 bathe h 497 33 27 0.185 4.0 OX 0 VIFx 26.5 125.0 st2 bedroom 2 c 1720 42 90 0.332 6.0 Ox 0 VIFx 4.3 80.0 bedroom 3 c 1546 75 81 0.306 5.0 Ox 0 VIFx 11.5 80.0 bedroom 4 h 1394 91 79 0.195 6.0 Ox 0 VIFx 23.7 120.0 st2 cl3-A h 200 13 10 0.194 4.0 Ox0 VIFx 24.2 120.0 st2 Indy C 720 7 38 0.198 4.0 OX 0 VIFx 21.2 120.0 st2 loft c 1939 41 101 0.334 6.0 Ox 0 VIFx 8.9 75.0 m, bath h 619 41 33 0.196 4.0 Ox0 VIFx 17.8 125.0 st3 m, bedroom c 2263 88 118 0.199 7.0 Ox0 VIFx 15.7 125.0 st3 pnty-A h 259 17 12 0.146 4.0 Ox0 VIFx 31.2 160.0 st6 pvAr A c 232 0 12 0.149 4.0 Ox 0 VIFx 38.2 150.0 st6 wic c 250 12 13 0.197 4.0 Ox 0 VIFx 17.5 125.0 st3 wlca h 448 29 25 0.182 4.0 Ox 0 VIFx 28.6 125.0 st2 Bold/italic values have been manually overridden 2018-Jan- 22 09:50:31 wrightsoft• Right - Suite® Universal 2017 17.0.28 RSU02534 Page 1 CICi\ ... Specific\ Wyndham Preserve\Lot 30 - 2121 UR.rup Cale = MJ8 Front Door faces: N Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk st5 Peak AVF 291 216 0.141 533 10.0 0 x 0 VinlFlx st1 SO Peak AVF 291 216 0.141 533 10.0 0 x 0 VinlFlx st6 Peak AVF 307 240 0.141 307 0 12 x 12 RectFbg st4 st2 Peak AVF 173 178 0.182 510 8.0 0 x 0 VinlFlx st3 Peak AVF 141 164 0.196 471 8.0 0 x 0 VinlAx st4 Peak AVF 307 240 0.141 564 10.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox0 1070 1070 0 0 0 0 Ox 0 VIFx Bold/italic values have been manually overridden wrightsoft• Right -Suite® Universal 2017 17.0.28 RSU02534 C.CK ... Specific\Wyndham Preserve\Lot 30 - 2121 UR.rup Cale = NU8 Front Door faces. N 2018-Jan-22 09:50,31 Page 2 us, 3 rvrw Job M Starlight - Wyndham Performed for: Lot 30 - 2121 U R 3890 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL. 32810 Phone: 407-886-3729 wwwenergyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-22 09:50:48 am Preserve\Lot 30 - 2121 UR.nip AHU ON ME 3.0 Ton 240\ Job #: Starlight - Wyndham Performed for: Lot 30 - 2121 UR 3890 Saltmarsh Loop Sanford, FL 32773 Level 2 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page 2 RightSuiteO Universal 2017 17.0.28 RSU02534 2018Jan-22 09:50:48 am Preserve\Lot 30 - 2121 UR.rup 0( Zit l 616CW V"NDHAM PRESERVE - LOT 30DIMENSIONNOTE: 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 = 5' PLOT PLAN WYNDHAM PRESERVE LOT 30 PB 81. PG 93) PCP 1 s O` r r'A Rrc qRS qSp R11"m -OF 41T p ),?o4Yg y A qI ) c C2 N29054'34 "E 12.42,,_ LOT 29 U Ur pq Mew 2' CONC pR0 CURB v°Rpsfa Q PROPOSED 5' N CONC SIDEWALK C o I' - 10' UTILITY m a —EASEMENT (P) Lb 16.Q o Jx N 6 c o t a 1y oa w v oM V C oo e, Q, o 2 .a z o 7 c . 0] 0 0 20.7 o PROPOSED PORCH 0. ZONINW4 DATE 2 STORY 7.3 Ok to construct single family homeRESIDENCEgY 2121 DISCOVERY • Z with setbacks and impervious area ELEVATION - U i shown on plan. GARAGE -RIGHT ,'; • 2121 DiSC0VQ1'y- yr Grp— FFE= 30.1 y LOT 31 i i F o ias 0 o_ A/C ; N 10.0 PAD , l I ' IL CA - -------------------- 14 j LOT 30 AREA = 4,556 S.F. t 01 ' 1 S89'40'51 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C 1 75.00' 027' 1 O' 17" 35.57' 35.23' S 73' 40'35" i E C2 50.00' 090'00'00" 78.54' 70.71' S 45' 19'09" E BFFP-Boekflow Pneventer Sight Distance Easement S -Survey PRM-Permanent Ret. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light P -Plat FFE-Flnish Floor Elevation D. . -Deed Book 19-Water Meter O.R.-Official Records Book D4-Water Valve P.B.-Plat Book Cr-Fire Hydrant Pg.-Page RCM -Reclaimed Water Meter Elev. -Elevation AC04-Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver M Telephone Box SW -Sidewalk E-Electric Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) t9-Sanitary Sewer Manhole SF -Square Feet ENvo -Electric Handhole D.U.E.-Drainage/Utility Easement Coo-Cleon Out FMGO-MAG NAIL & DISK XVD4-Irrigation Control Valve P.K.-Parker Kolon Nail b-Sign SIR -Set 1 /2' Iron Rod L87768 WD4-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 r1-Existing Grade FIP -Found 1 /2' Iron Pipe L87768 a -Blow-off Valve FPKO-Found K. Nail & Disk L.87768 -sa.--Drainage Flow Direction FCM-Found 4%4" Concrete 10.0-Proposed Desion Grade Description I Date I Dwn.ICk'd I P.C.IOrder No.11 BUICEMI LTG LAYOUT NOTE: w Contractor and owner are to verify all Itssetbacks, building dimensions, and layout shown hereon prior to any construction. and w immediately advise GeoPoint Surveying. Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. 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. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) 440110006". 01 ONLY i m ting+(>vlir7 a f LOT AREA CALCULATIONS LOT 4.556 SQ.FT. LIVING AREA= 853 SQ.FT. GARAGE - 411 SQ.FT.. ENTRY - 44 SQ.FT. DRIVEWAY - 456 SQ.FT. PATIO 100 SQ.FT. WALKWAY - 46 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS- 42-1 %6 SOD = 2.637 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 741 • SQ.FT. APRON = 112 SQ.FT. SIDEWALK = 172 SQ.FT. SOD = 78 SQ.FT. TOTAL AREA DRIVEWAY - 569 SQ.FT. SIDEWALK. = 218 SQ.FT. sOD 2.715 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone ")C" DESCRIPTION: LOT 30, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77M GeoPoint Surveying, Inc. OCHRE U.PI_GverMF Ve1-.a`•- LS6915 r rawn:MT'P Checked:JDL P.C.: Data FlIe:11eswnEast-Plat ORIDA PROFESSIONA4,$ wlfi MAPPER NO . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL ate:1/19/18 Owg:9r6sonEast-1ntT0 Order No.:' ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPEREC. 17 - TWN. 20 S. - RNG. 31 E. Fleld Bk: RECORD COPY PALLICIMIRFM V.v. .WltrwrvA CELECTRIC Starlight Homes 2121 Discovery LOAD CALCULATION December 12, 2017 I. HVAC LOADS (NEC2014-220.82(Cl(31-(411 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NEC 2014 - 220.82(B1(11- (41) LIGHTING 2121 Sq Ft @ 3VA/Sq. Ft 6.36 KVA Qry KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT # 1 pv 3 5.00 4 KVA 5 STACK WASHER/DRYER 0 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER UFO 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 36.86 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.75 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(Bl) 20.75 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.75 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)l 31.13 KVA MINIMUM SERVICE SIZE 129.71 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® RE(-u&u COPY RE: W P0030 - W P0030 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0030 Model: 2121 Tampa, FL 33610 4115 Lot/Block: 30 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 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 18 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date::] No. Seal# I Truss Name Date 1 I T12960804 1 CJ1 1/15/18 118 1 T12960821 V5 1/15/18 12 1 T129608051 CJ3 1 1/15/18 I 1 S 1 1 1 1 1 I 1 1 1 13 1 T129608061 CJ5 1 1/15/18 14 IT12960807I EJ7 1 1/15/18 15 IT129608081 EJ7G 1 1/15/18 16 1 T 129608091 H 1 1 /15/18 17 1 T12960810 1 H2 1/15/18 18 1T12960811 1 H3 1 1/15/18 19 1T129608121 H4 1 1/15/18 10 1 T12960813 HJ7 1/15/18 111 IT12960814IT1 11/15/18 112 1 T1 2960815 1 T1 GE 11/15/18 113 I T12960816 I T2 1 1 /15/18 114 I T12960817 I T3 1 1/15/18 115 I T12960818 I T4 _ 1 1/15/18 116 IT12960819IT5 1/15/18 117 1 T 129608201 V3 1 1 /15/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with 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 verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. i - 1 0 3 4 80 ATE OF • U/ do 6 FS O R `O P``. Thomas A. Alban) PE No.39380 M ak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2018 Albani, Thomas 1 of 1 Job Truss Truss Type i Qty Ply T12960804 WP0030 CJ1 Jack -Open 6 1 WP0030 001 Job Reference (optional) Builders HrSISOurCe, i ampa, flan city, Menge JJbba a.I JU s aep 10 du t / IYe t ex rrtau5urei, 1W. rVrup Jdll I a 14.4 I.W Gv 10 raV1 i I D:KIjyNX6mvAV ulacMbjrx9kpz4RS4-XxSFcOUh3zQZoOvg4aGsGjg22DYKeRPjOtGXSvzv6Na 1.0.0 1.0.0 1.0.0 1.0.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 8CLL 0.0 Rep Stress Incr YES W8 0.00 Horz(CT) 0.00 3 rVa We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8). 2=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10'. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. WARNING- Verify dosrpn paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1144711 rev. 100113MIS BEFORE USE Design valkl for use only vAth Mllek®conneclors. Inls design is based only upon parameters shown. and Is lot an hdlvidual balding comiwnenl. not a truss system. Wrote toe. the building designer must verify the o"AlCatAlly of design Ixxarrnetets and property IncoWotato this design Into the overall lxAding design. Bracing Indicated is to prevent 1xtclding of Individual Russ web aril/or chord members only. Additional tempofory and permanent bracing M iTek' S diways required for stalAlty and to rxevenl collapse vAth posa)le persotial k*,Ty and properly damage. Fot general guidance regarding me fabrication. storage, delivery. erection and tracing of trusses and truss systems, S00ANSVINI Quality Cribetla, OSB-89 and 8CS1 Building Component 6904 Pork& East Blvd. Safely Information avallatxe Oom truss Plate Institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314 Tomps. FL 33610 Job Truss Truss Type Qty Ply T12960805 WP0030 CJ3 Jack -Open 6 1 WP0030 002 Job Reference (optional) Builders FirslSource, Tampa, r Plant fay, Florida 335bb 6.136 s Sep 1 a zv i r mi i ek inuubimm, im mvn aan i u rc.a i.av cv i o rayo 1 ID:KifyNX6mvAVukxMbjix9kpz4RS4-?70dgmUJgHYQQYU 1 dlnSpwNDMdtKNufsfX?5_Lzv6NZ 1.0.0 3.0.0 1.0.0 3-0.0 20 = Scale a 1:10.8 3-0.0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) -0.00 2.4 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 2-4 999 ISO BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0.3-8, 4=28/Machanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 8) Max Grav 3=63(LC 1). 2=178(LC 1), 4=56(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) 3, 2. Q WARNING - Vadfy dedpn parameram and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE MIF7473 rev. 1003MIS BEFORE USE Design valid for use only with Mllekl9 conraclons. 011s design Is based only upon pararnelers shown. and Is too an individual Folding component. rat a truss syslem Before use, the l"ding designer must verily the cpprkalmllly, anddesignparametersapiop ily incorlorale this design Into the overall building design. ®achg Ind icalod Is to prevent IrocklbV 01 IndhAduat buss web ands/or chord members only. Addlllon l temparary and permanent tracing M iTek' is always required lot s"Ally and to prevent collapse Win possllxe personal trrpny and prop erty damage. Fa general guldahce regaoding Ida fabilcafkxr. slonage, delivery. erection and lractrlg of trusses and truss syslems. seeANSI/IPI I Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from buss Nato Institute- 218 N. Lee Sliee1. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0030 T12960806 WP0030 CJS Jack -Open 6 1 003 Job Reference (optional) Builders FSfstsource, I ampa, Plant l:rty, Felraa 33bba o. r w o Qnp r a cv 11 . , — -aa„ca' — ..,v,, ,.u,, , ..yo ID:Kf1YNX6mvAVukxMbjrx9kpz4RS4-?70dgmUJgHYOOYU 1 dln5pwN60dgHNufsfX?S__Lzv6NZ 1.0.0 6.0.0 WOO5.0-0 O N N 3x8 = Scale = 1:14.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ven(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Ven(CT) -0.06 2-4 >909 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2= 67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. O WARNING - Vody dodgn perametwe and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD-7472 rev. I66MIS BEFORE USE Design valld for use orgy vAth W lek®conneclas Ihls deslgt is based orgy upon parameters shown, and Is la an txlMdal building cornponenl, tat a truss system. Before tee, the btaalng closlgnar must verify She a><xkabli fy design paofdesirrnnelers and properly Incorporate thk design Into the overall btBdklg design. Bracing Indicated Is to prevent buciding of Individual truss web and/or chard members orgy. Aadllonal temporary and permanent bracing M!Tek' is always recµlied for stability and to rxevenl collapse Win possible personal trVtay and rxoperty damage. Fm general gtldance regarding the fabrication. storage, delivery. erection and btocing of fntses and truss systems, se(ANSI/tPl I Quality Criteria. DS8-89 and 6CSt Building Component 6904 Parke East Blvd. Safety Informa9on available horn truss Rate knsllMe. 218 N. Lee Street. Stile 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WP0030 T12960807 WP0030 EJ7 Jack -Open 8 1 004 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mf f etc industries, Inc. Mon Jan i a t z:0 t:oa ee t o 12age i I D:K fjyNX6mvAVukxMblix9kpz4RS4-TKa? 16VxbagH2i3DB,7JKLBvB913V6LvOuBIeW ozv6NY 7.0.0 1.0.0 7-0-0 ' i 3x8 = Scale = 1:18 8 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Well L/d PLATES • GRIP TCLL 200 Plate Grip DOL 1.25 TC 1.00 Ven(LL) 0.16 2-4 >514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Ven(CT) -0.21 2.4 >394 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 23lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=165/Mechanleal, 2=318/0-3-8, 4=81/Mechanical Max Harz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15h; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 6-11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=Ib) 3=104. O WARNING - Verily dedpn pen meters end READ NOTES ON TNIS AND INCLUDED MREK REFERANCE PAGE M/F7473 rev. IQ413/2016 BEFORE USE Deskjn vaikl for use only wilh Mllelf®cordoclofs. IMs deslgn is lined only up»n porameters shown. and Is lot an hallvldual buldklg component, no a buss system. Before use, the "ding designer must verity the aWicablril plty ofdesignpxxametersaoopeilyIncorpoialeS1ltdesignIntotheoverallcingIndicated Is to Ixovenl buckling of Individual Inweb anal/or chard members only. Addilkxatemporary and temand p etmanenl IxacIncilx9dingdesign. BIndividualns MiTek' Isalwaysrequfedfor stability and to Ixevenl collapse with possible personal Injury and Ixopeny damage. For general guidasco tegardng the falxk:atkxt, storage. delivery- erection aind bracing of trusses and lens systems, soeANSI/rPtl Quality Criteria, OS849 and SCSI 8ullding Component 6904 Parke East Blvd Safety Infomnatlon ovallab ie fain Muss Pule Institute. 218 N. too Sheaf. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0030 T12960808 WP0030 EJ7G Jack -Open Girder 1 f2 Jwob Reference (optional) Builders First5ource, I ampa, mant fitly, 1-lortda a3bbb a. i O V 5 oup i D cV i / — l an IfluuDU iva, n w. mV" eau ,.a i c .+ .w av . 3x4 = 2x4 11 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.11 1-3 719 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Ven(CT) 0.21 1-3 389 180 BCLL 0.0 Rep Stress Incr NO WS 0.02 Horz(CT) 0.00 Na n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Scale a 1:20.0 PLATES GRIP MT20 244/190 Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1162/0-3-8, 3=1533/Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-309(LC 8), 3=-454(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 24 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This Ines has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except Ot=1b) 1=309, 3=454. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 732 lb down and 216 lb up at 2.0-12, and 732 lb down and 216 lb up at 4-0-12, and 734 lb down and 214 lb up at 6.0-12 on bottom chord. The design/selectlon of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 1.3=-20 Concentrated Loads (lb) Van: 4=-732(F) 5=-732(F) 6=-734(F) A WARNING. VMIy dadyn panmatan and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE MI17473 rov. IOAMMIS BEFORE USE Design valld for use only vAlh MIIek'S connectors. Ibis design Is based only upon parameters shown. and Is for on trxlMcl al building component. not a tnass system. Belore use. the building designer must verify the clpp Ilca lilty of design parameters and properly kmcogwrate this design into the ovetall txAdkng design. ®acing Indicated Is to prevent b uclding of kWlvkkKA truss web and/or chord members orgy. Additional lempotay and permanent IxactrQ M iTek' Is always required for slalxllly and to prevent collapse wllh possible personal "and properly damage. for General guidance regarding the fabrication. storage. delivery. ereclW and bracing of trusses and truss syslerim seeANSI/fPI I Quality Criteria. DS8-89 and SCSI Building Component 6904 Parka East Blvd Safety Information avdlable from Luss Rate institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tama. FL 33610 Job Truss Truss Type City Ply WP0030 T12960809 W P0030 HI Hip 2 1 006 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:31:57 201 a Page i I D:KflyNX6mvAVukxMblix9kpz4 RS4-PiiISnXC7Cw?H?DcJOLoOZ?dZgm3aA91LV Elbgzv6N W 1.0.0 S9.14 11.0.0 17•0.0 22.2.2 28-0 0 29.0.0, 1.0-0 5.9-1a 5.2.2 fr00 5.2-2 5.9.14 1.0.0 5x8 = 4x6 = Scale = 1:48.9 3xa = - - - 3xe = 2x4 II 3x4 = 3x4 - 3x8 = 2x4 II LOADING (psf) SPACING- 2-0-0 CST. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) 0.12 10-12 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.60 Ven(CT) -0.23 10.12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.08 7 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 136lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-6.14 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1087/0-3.8, 7=1087/0.3-8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC 12). 7=-273(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2169/1441, 3.4=-1658/1105, 4.5=-1488/1072, 5.6=-1659/1105, 6-7=-2168/1442 BOT CHORD 2-13=-1253/1938, 12-13=-1253/1938, 10.12=-775/1488, 9-10- 1159/1938, 7-9=-1159/1938 WEBS 3-12=-513/533, 4-12=-187/377, 5-10=-173/377, 6.10=-513/534 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsh h=15ft; Cat. II, Exp C; End., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 29.0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces S MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=273, 7=273. Q WARNING - Verify dedgn perereetem end READ NOTES ON TNfS AND INCLUDED MJTEK REFERANCE PAGE M&7479 rev, I&MMIS BEFORE USE. Design valid for use only with Mliek®cornectofs. fr fe deslgn 6 based ordy upon ry.IIamelers shown. and is for an Individual IxRdlrng component, not a truss system. Before tne. the Ixadmust designermstveritythe aWlcatAlly of design dxxamelers and Ixopedy Incorporate this design Into the overall txddkV design. Bracing ndlcaled Is to txevent txickllrng of Individual truss web and/or chord members orgy. Additional temporary and petmaneni Ixocing M iTek' is dways required for stability and to rxevent collapse wllh possible personal Wi+y and INoperty damage. for general guidance regarding the fatxlcatbn, storage, delivery, erecllon and txocing of Misses and Inns systems. seeANSI/TPI I Quality Criteria, OSS-89 and SCSI augdlng Component 6904 Parks East Blvd. Safety Information avdlotxe from Truro Plate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Oty Ply T12960810 W P0030 H2 Hip 2 1 IWP0030007 Job Reference loptionall Builders FirstS0urce, Tampa, Plant City, Florida 33566 C.1 sus aep I O ZUI / ml1 ex 1maa5trle5, 4m. mull Jail Iu 1Z4I:50GV to rays 1 ID: KfjyNX6.AVukxMbfix9kpz4RS4•NG7f7XquV2sv9oos7s 1 zmXm4E5MJYcSa9zl76zv6NV 1. 0.0 69.14 13.0.0 15-0.0 21.2.2 28.0.0 29.0.0, 1~ 0.0 6.9.14 6.2.2 2.0 0 I 6.2.2 6-9.14 1-0 Ol 4x6 = 44 = Scale - 1:48.9 3x8 = I J I c w - 3x8 = 2x4 11 LOADING ( psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1087/0.3-8, 7=1087/0-3-8 Max Horz 2=-81(LC 13) Max Uplift 2=-286(LC 12), 7_ 286(LC 13) 3x4 = 30 = 3x4 = 2x4 II CSI. DEFL. in (loc) Wall L/d PLATES GRIP TC 0.76 Vert(LL) -0.13 9.10 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.25 9-10 >999 180 WB 0.64 Horz(CT) 0.08 7 rVa rVa Matrix- SH Weight: 133 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 4.9.11 oc bracing. FORCES. ( lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/1416, 3-4=-1481/1012, 4-5=-1308/993, 5-6=-1481/1012, 6-7=-2130/1416 BOT CHORD 2-13=-1214/1899,12-13=-1214/1899,10.12=-646/1308,9-10=-1120/1899, 7- 9- 1120/1899 WEBS 3-13=0/287, 3-12=-702/631, 4.12=-225/349, 5-10=-225/349, 6.10=-702/631, 6.9=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCp1-. 18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 286, 7=286. Q WARNING • Vedly dedyn panwWwa end READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE M67473 rev. 1601/2015 BEFORE USE Design valid loi use only with Pill lek®coruecfors. Ihls design is based only upon paanelers shown. aril is la an Individual building component, nor a Inrss sysletri. Belore uso, the b uildng designer must vally Ito applk<1bAlty of <leslgn lxnamelets aril ptopeltyWogorate Ihh design into the overall binding design. Bracing Indicated It to prevent buckling of Individual in=web and/ot chord members only. Additional temporary and p emonenl lracing MiTek' B always required for stability and to prevent collapse with possibite personal tripay and property damage. For general guidance regarding the labk;atkr6 storage. delivery, election and bracing of Irtmas and trim systems. seeANSVTPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallable from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0030 T12960811 W P0030 H3 Hip Girder 1 1 008 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.13o s Sep 15 2017 Mi t etc industries, Inc. noon .Ian i 5 1c31:5a 20i s rage n ID:KflyNX6mvAVukxMbfi4kpz4RS4-M5pW tTYSfpAj WJN_OrNGV_4t4eMc2zKboojsfZzv6NU 1.0.0 3.9.14 21.0.0 34.22..22 3.9.14 19.0.0 0.010.03.9.14 948I 4. 8. 9 , FITC•18 5.00 12 18 20 if 3x8 = 19 5 20 21 6 22 23 4x6 = Scale - 1. 48.9 5x8 = I 1C 24 25 t5 26 14 27 io 28 29 r` 5x8 = 2x4 11 3x4 = 5x8 = 4x10 MT20HS = 2x4 11 3x8 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 13-15 >983 240 MT20 244/190 TCDL 7. 0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.64 13-15 >522 180 MT20HS 187/143 BCLL 0. 0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.18 9 We rVa BCDL 10. 0 Code FBC2017/fP12014 Matrix-SH Weight: 141lb FT=209b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9.5 oc bracing. BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=2106/0-3-8, 9=2106/0.3.8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9_ 688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4669/1511, 3-4=-4546/1537, 4-5=-5409/1845, 5.6_ 5409/1845, 6.7=-4245/1452, 7-8=- 4547/1536, 8-9— 4668/1511 BOT CHORD 2-17=-1362/4227, 16-17=-1362/4227, 15-16=-1344/4207, 13-15=-1756/5409. 12-13=- 1756/5409,11-12— 1344/4226,9.11_ 1344/4226 WEBS 4- 16=-81/584, 4-15=-482/1464, 5-15=-526/322, 6.13=01383, 6-12=-1432/474, 7-12=- 311/1283 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=4.2ps(; BCDL=3.Opsf-, h=15ft; Cat. II; Exp C; Encl., GCpl=0. 18; MW FRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) 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 lb uplift at joint(s) except Qt=lb) 2=688, 9=688. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 206 lb up at 7-0- 0, 111 lb down and 110 lb up at 9-0-12, 111 lb down and 110 lb up at 11.0.12, 111 lb down and 110 lb up at 13-0-12, 111 lb down and 110 lb up at 14.11.4, 111 lb down and 110 lb up at 16-11-4, and 111 lb down and 110 lb up at 18-11-4, and 210 lb down and 206 Ib up at 21.0.O on top chord, and 340 lb down and 113 lb up at 7-0.0, 85Ib down al 9.0.12, 85Ib down al 11-0-12, 85Ib down at 13-0-12, 85Ib down at 14.11.4, 85Ib down at 16-11-4, and 85Ib down at 18-11-4, and 3401b down and 1131b up at 20.11- 4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE( S) Standard WARNING • Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rov. 10,0=016 BEFORE USE. Design vdkl for use only wllh MllekO connectors. tnls design is txised only upon pmametefs shown, and blot an Individual building component• net o Ints system. Before use, the IxBdng deslgnoi mull verify the a Alcablity of design parameters and plop etly lncoir"ate this design Into the oveldl building design. Bracing Indicated Is to rxevenl budding of IndWual Truss web and/or chord membet3 only Addllond temporary, and permanent txocing M iTek' 6 dways reraulred let stability and to ptevenl callaryse with POURAe persorol hpay and properly damoge. rot general guidance regarding the k0x1catlon. storage. delivery. erectlon <md txachng of Trusses and Ints systems, seeANSVrPl I Quality Criteria, DSS-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable horn bus Plane Institute, 218 N. Lee Slteel. SWte 312. Alexandria. VA 22314. Tanya, Fl. 33610 Job Truss Truss Type City Ply T1298081i WP0030 H3 Hip Girder 1 IWP0030t008 Job Reference (optional) tsuriaers I-ustbource, i ampa, rtant t,iry, r-ronaa aa000 o. . r - -- - - _- -- -- - - 10:KffyNX6mvAVukxMbfix9kpZ4RS4-gHNu4pZ407la8TyB YuV2Bd2g2irn0a11SSPC?zv6NT LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.7=-54, 7-10=-64, 2-9=-20 Concentrated Loads (Ib) Van: 4=-163(F)7=-163(F)16=-340(F) 12=-340(F) 18— 111(F) 19=-111(F)20=-111(F)21=-111(F) 22— 111(F)23=-111(F)24=-61(F)25=-61(F)26=-61(F) 27=-61(F) 28=-61(F) 29=-61(F) Q WARNING. Vadly dedgn parantotere and READ NOTES ON THIS AND INCLUDED MHEK REFERANCE PAGE AM74n rev. rdWMIS BEFORE USE Design vaild for use orgy with MilekSconrectors. Ms design Is based orgy upon parameters shown. and Is fa an hdNkhal bulding comporanl, not a Was system Beloro ttse. the, btMdirtg desloner mttst verify trio applicability of aofdesignanetersandproperlyIncoipolo this design Into the oveall txtedtrtg design. Bracing Indicated 1s to prevent txtckiklg of irldiNdual Russ web and/of chord members only. Additional temporary and permanent bracing MiTek7 6 always negtlred lot sWAI$y and to prevent cdigxe wllh possB3le personal k*" and properly damage For general guldalce tegading the fabrication, slotoge, deltvery, erection and txocka of tnmos and Inns systems. seeANSI/IPI I Quality Crtedo. OSa-89 and &CSI Building Component 6904 Parke East Blvd. Safety Information ovdbabte Ran truss Plate Institute. 218 N. Leo Slreot. Sidle 312. Alexandra. VA 22314. To npo. FL 33610 Job Truss Truss Type Oty Ply WP0030 T12960812 WP0030 H4 Hip 1 1 009 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 1 b 2U1 / mi I ex Industries, Inc. Mon Jan 15 12:12:01 ZU la rage I I D:KffyNX6mvAVukxMbinx9kpz4RS4•I UxG19aiSOORmdXNYGOkbP9KsS3yW OTuG6CykRzv6NS 1.0.0 4-9.14 9.0.0 14.0.0 19.0.0 23.2.2 28.0.0 z9.0-0, 11.0-0 4-9-14 a•2-2 5-0-0 5-0.0 4.2.2 4.9.14 , 0-0 4x6 = 3x4 = 4x6 = 4 5 6 14 Scale = 1:48.9 j8 3x6 = 14 , 3x6 = 3x8 = 4x6 = 3x8 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) -0.17 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(CT) -0.38 10-12 >877 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.09 8 n/a We BCOL 10.0 Code FBC2017f rP12014 Matdx-SH Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=108710.3-8, 8=1087/0-3-8 Max Harz 2=58(LC 16) Max Uplift 2=-278(LC 8), 8=-278(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 2146/1493, 3-4=-1854/1182, 4.5=-1684/1142, 5-8_ 1684/1142, 6.7_ 1854/1182, 7-8=-2146/1494 BOT CHORD 2-12=-1320/1939, 10-12=-1039/1874, 8-10=-1225/1939 WEBS 3.12= 304/474, 4-12=-250/473, 5-12=-340/236, 5-10=-340/236, 6-10=-251/473, 7-10=-304/475 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., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=278, 8=278. WARNWO • Verily design paremerere end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAOE MIF7QJ rev. MOSM15 BEFORE USE valid tot use only with IAIek® connectors. Ra design Is bawd orgy upon Irsameteis shown, and Is nor an Individual WdI ng canponenl. not EtDesignoIndssystem. Before the, the building designer must verily the applicability pityofdesignaranelersarilpropertyIncorolalethisdesignIntotheoverall btaalng design. ®Odin Indicated Is to prevent buckling of Individual Iarss web and/or chord members only. Addltlonal temporary and permanent txocing MOW is always recalled for stability and to prevent collapse with possible personal missy and property damage. for general guidance legadlrlg the k"Icatlon, storage, dellvery, erection and bracing or busses and plus systems seeANSI/TPI I Q mfly Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Iran truss Plate Instlkde. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T12960813 WP0030 HJ7 Diagonal Hip Girder 3I 1I IWP0030010 Job Reference (optional) 8uilders 1-ustsource, i ampa, rtam 1ary, mortaa s:l000 o. r- o .oN 1 v 1, ,n, • a i " . a ID:KffyNX6mvAVukxMbpx9kpz4RS4-mgVeVVaKykYl Nn5Z5zxz7ci W RrVnFSy2VnucW Guzv6NR 1.5.0 5.2.9 9.10.1 1.5-o 5-2.9 4.7-8 Scale = 1:21.2 2x4 = 5.2-9 4-7-8 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.04 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ven(CT) 0.08 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight:41 lb FT =20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP NO.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=129/Mechanlcal, 2=449/0-4-9, 5=307/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-88(LC 4), 2— 144(LC 4), 5=-86(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 811/243 BOT CHORD 2-7=-2e5(750, 6-7=-285l750 WEBS 3-7=0/296, 3.6=-798/303 Structural wood sheathing directly applied or 6.0.0 oc puffins. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=151t; Cal. if: 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 ps(bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qtab) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1-4-15. 64 lb, down and 80 lb up at 1-4-15, 29 lb down and 44 lb up at 4-2-15, 29lb down and 44 lb up at 4-2-15, and 53 lb down and 92 lb up at 7-0-14, and 53 lb down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 lb down at 1.4-15, 19 lb down at 4-2-15, 19 lb down at 4.2.15. and 39 lb down at 7.0.14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54, 2.5— 20 Concentrated Loads (lb) Vert: 8=42(F=21. B=21) 10=-91(F=-46, B= 46) 13=-39(F=-20, B=-20) WARNING - VaAIy design persawfma and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MD-7472 rev. rd419Rer6 BEFORE USE. Design valld for use only wllh MUlek® connectors. 0* design B tamed only upon parameters shown. and Is for an kxllvIdual txAdtng component. not a Russ system. Before use, the txAdng designer must verify the appllCabklty of etoskpe 1XVamelets and Ixoperly kx:aporote Ihk doslgn Into the overall 1xAldng design. Bracing Indicated Is 10 prevent bucldhV of lndWual Rpm web aril/or chord members only Additoral lemporary and permanent txocing M iTeW Is always rec>Nted for statAlty and to prevent collgne with posslhle personal k*Ry and Ixoperty damago. for general glldance tegadng the tabdcatkxL storage. delNery. erection anrf Rxocing or tames and Rtm systems, sreeANSI/TPI I Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke Eest Blvd Safety Informatlon ovdlatele Rom truss Rate Institute. 218 N. lee Skeet. Sulle 312. Alexandria. VA 22314. Tompa. FL 33610 Job Truss Truss Type Oty Ply T12980814 WP0030 T1 Common 4 IWP00301Oil Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.13u s sep 15 201 / mt i ex Industries, mc. men ,Ian 1 a 1 z:az:ua 2018 rage r ID-KfjyNX6mvAVukxMbjix9kpz4RS4•Es3Oirbzl2g9?wglfhSCggFf LFgT_wDBlOh3oKzv6NO 1.0.0 4 5.5.14 10.4.0 15.2.2 20.8.0 21.8.0 1.0.0 5.5.14 4.10.2 -10-2 6.5.14 1.0.0 Scale = 1:36.3 4x6 = Ig 3x6 = 3x4 = 30 = 3x4 = ` = — LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.09 2-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.16 6.8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.04 6 rVa n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.5-15 oC purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.7-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=816/0-3.8, 6=816/0.3-8 Max Horz 2=-66(LC 13) Max Uplift 2=-222(LC 12), 6=-222(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1486/1296,3-4=-1308/1206,4-5=-1308/1206,5-6=-1486/1296 BOT CHORD 2-10=-1091/1318, 8-10=-577/884, 6-8=-1099/1318 WEBS 4.8=•411/466, 5-8=-285/461, 4-10=-411/466, 3-10=-285/461 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=15f1; Cat.11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 10-4-0, Corner(3) 10-4-0 to 16.4.0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=222, 6=222. Q WARNING • Verify design pamnietan and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M47473 rev. 1 131201S BEFORE USE Desks vdkt far use only with MllekO connectors. INK design Is based only upon parameters shown. and is for an individual txRdUV component. not a Russ system. Before use, One txNdng dosigner must verity the agllcatAlty of design parameters and lxopedy Incorpxxalo the design Into the ovetatl IxAding design. tracing Indicated is to rxovent buckling of Individual tnra wet) and/or chord membets only. Addlllonal temporary and permanent txacing M iTek' 6 always required for sfaNllly and to prevent colialm with possible personal Injury and prq>erly damage. For general guidance regarding the sses d truss systems, seeANSIflPII AuaIIM Criteria, OSS-69 and SCSI WIWIng ComponentlotAcclion. storage. delivery, eteclion and txacing Misses 6904 Parka East Blvd. Safety tnfamatlon available from test Rape Institute. 218 N. Lee Slteel. SLlta 312, Alexandria. VA 22314 Tampa. FL 33610 Job Truss Truss Type City Ply T12960815 W P0030 T 1 GE Common Supported Gable 1 1I IWP0030012 Job Reference (optional) e_ Builders FlrsiSource, Tampa, Plant City, Florida 33566 SA 30 s cep 1 D 2017 mi l ex industries, inc. man Jan 15 1 c.ac.vr 401 a raga ID:KfiyNX6mvAVukxMbjix9kpz4RS4•i3dPwBcbULo?d4FyDOzRC1 nx3flTIP6Ky4QdLmzv6NP 1.0.0 10.4.0 20-8-0 21.8.0 1-0-0 10.4.0 10.4-0 1-0 0 Scale = 136.3 4x6 = 3 g 3x4 — 23 22 21 20 19 18 17 16 15 14 3x4 3x4 = 20.8-0 2"-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 12 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 12 rVr 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a IVA BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All Clearings 20.8-0. lb) - Max Horz 2=-66(LC 13) Max Uplift All uplift 100 lb or less at joint(S) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 19. 20, 21, 22. 23, 17, 16. 15. 14, 12 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 7-8— 71/252 Structural wood sheathing directly applied or 6-0.0 oc puffins. Rigid ceiling directly applied or 10-0-0 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; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 10-4-0, Corner(3) 10.4-0 to 16-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" Wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 Ib uplift at joint(s) 2, 20, 21. 22, 23, 17, 16, 15. 14, 12. Q WARNING . VpHy dedpn paramefore and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 11,07473 rev. 14003/=015 BEFORE USE Design valld lot use orgy VAth Ml lek®Conneclors. lW design is based oNy upon faaamefels Mown. and Is for on it dtvldual building Component, not a truss system. WI oral uso. Ina IxAdlng designer must verity the appxlcalblity of design pxaramolon and property Inconbotate this design Into the overall Addillonat temporary and permanent bracing MiTek' lx6ding design. 0acing Indicated Is to prevent budding of InclMdual buss web and/or chard members only. is always regaled for slabllly aril to prevent collapse with possible personal Injury as property damage. for general gukdalce regarding the fabk:drtbn. storage, dellvery, ereclion and bracing of Intssos and truss sysloms. soeANSI/IPI I Quality Criteria, OSS-69 and 8CSI Building Component 6904 Parke East Blvd. Tampa. FL 33610 Safety Information avallable from truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply 030T12960816 WP0030 T2 Common 4 1 3JopboReterertce optional) tiuuaersmrstbource, Iampa, rmantr.try,rtonoaaaooc =r• w •••-••-•• •- •-•------ - -a- ID:KfjyNX6mvAVukxMbjlx9kpz4RS4•AFBn7W dDEfxsEEg8n6UgIFK93W sSgbUBkAAtCzv6NO 1-0.0 5-5-14 10.4.0 15.2.2 20.8.0 1.0.0 5.5.14 4-10.2 4.10.2 5.5.14 Scale = 1:34.9 4x6 = lg 3x6 = 3x4 = 3x4 = 3x4 = 4M — LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES Code FBC2017/TPI2014 CSI. TC 0.58 BC 0.54 WB 0.24 Matrix-SH DEFL. In Ven(LL) 0.10 Ved(CT) -0.16 Horz(CT) 0.04 loc) Well Ud 6.7 >999 240 6-7 >999 180 6 n/a We PLATES GRIP MT20 244/190 Weight: 89lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 6=752/0-3-8, 2=817/0-3-8 Max Horz 2=72(LC 16) Max Uplift 6=-196(LC 13), 2=-222(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1490/1335, 3.4_ 1312/1241, 4-5=-1319/1289, 5-6=-1487/1378 BOT CHORD 2-9=-1153/1322, 7-9=-633/888, 6-7— 1153/1331 WEBS 4-7=-423/476, 5-7=-290/466, 4-9=-408/465, 3-9= 286/461 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.Ops1; h=1 Sit; Cat. 11; Exp C; Encl.. GCpi=0.18: MIN FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0.0 to 10-4-0, Corner(3) 10.4.0 to 16-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=1b) 6=196, 2=222. Q WARNMG . Vedry design peremeton and READ NOTES ON THIS AND MCLUOEO MrrEK REFERANCE PAGE NO-7479 rov. 1"3,201S BEFORE USE. Design vdld tot use only wllh Mllel9 connectors. Bds design Is b ased only upon porameters shown, and Is lot an Individual buldfrng component, not o urns system Befoto use. the 1xlldln0 designer must verity the appllcd791ty of design pxlrrlrnelors and Ixolxxly Incorporate this design Into the overall only Addllonal lemporary and permcmenl lxocu>A MiTek' txA Wng design. Bracfrng Irsdlcaled Is to pxevent Ixtcklfrng of Individual IRM web aril/or chord members is always tegreted for stabBey and to Ixevent collopx a with possUe persond IlnAsy and pxopedy damage for general guidance regarding the lalxlcallon. storage. dellvery. erecllofn andf bracnng of misses and truss systems, soeANSIfFP11 CuaOty Cdterlo, 00-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtdlle from truss Bale Institute. 218 N. Lee Stteel. Sulle 312, Alex<xxM. VA 22314 Tampa. FL 33610 Job Truss Truss Type City Ply T12960817 WP0030 T3 Roof Special Girder 1 1 IWP0030014 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12.32.07 2018 4x6 = Scale - 1:50.8 3x6 = I w w — •_ .. 3x12 M12UH5¢ 2x4 II 5x8 = 7x10 = 3x8 = 7x10 = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(L-) 0.26 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.48 13-15 >695 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.09 9 Na rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 165lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1553/0-3-8, 9=2465/0-3-8 Max Horz 2=66(LC 31) Max Uplift 2= 424(LC 8), 9=-768(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3377/884, 3.4=-2959/860, 4-5=-2933/852, 5-6=-5062/1569, 6.7=-5062/1569, 7-8_ 5545/1737, 8-9=-5598/1726 BOT CHORD 2.17=-817/3063, 16-17=-817/3063, 15.16=-1265/4618, 13-15=-1264/4620, 12-13=-1530/5197,11.12=-1540/5120,9-11=-1540/5120 WEBS 3-16=-442/224, 4-16=-566/2004, 5-16— 2557/832, 5-13=-345/679, 7-13_ 479/578, 7-12— 58WI983 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 Q Encl., GCpi=O 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 psi 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 100lb uplift at joint(s) except Qt=1b) 2=424, 9=768. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 96lb up at 21-0-0 on top chord, and 1512 lb down and 474 lb up at 20.9-8, and 279 lb down and 114 lb up at 21-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-5=-54, 5-7=-54, 7-10= 54, 2-9— 20 Concentrated Loads (lb) Vert: 7=-52(B) 12=-1791(B) Q WARNING - 114ft doarpn paramaten and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MD7473 rev. 1"30015 BEFORE USE. Design valld lot use only with Mliek9 connectors Ills deslpn is used orgy 1113011 Ixaamelers shown. and Is la on lndMdral building component Ial a truss system. Befomust use, the txilding designer mst verity tho q) llcaIAIty of design parameters and properly Incorporate this design Into the overall only. Addlllael temporary and permanent Ixacing M iTek' mfica gdesignBracingIrclicaledIstopevenltxrcklkngofInclNklualtrusswet) and/of chord members is always required for slabll0y and to prevent collgxe vAth possUe personal Irnluay and properly damage. For general guidance regarding the storage. delivery, erection arKI Ixackng of Inrssos and truss systems, seeANSI/IPI I Quality Crilmlo, OSS-69 and SCSI Building Component 6904 Parks East Blvd Safety information available from fruss Plate Institute. 218 N. Lee Street. SuBe 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply 3 T12960818 W P0030 T4 Roof Special 1 1 5000Reference (optional) MT - d t 1- KA- tnn I 19.19-AR 9n1A Pnna 1 Builders FirstSource, Tampa, Plant City, Florida 33566 01 s Sep 15 20t 7 t e n us roes, 4-1 5x6 = 5x6 = Sx8 = Scale = 1:49.7 3x8 = w sxs we= 2x4 II 6x8 = 3x4 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 043 10-12 >781 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Ven(CT) 0.63 10.12 >524 ISO BCLL 0.0 Rep Stress Incr YES W B 0.38 Horz(CT) 0.06 8 n1a n/a Weight: 136 lb FT = 20°0 BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0.3-8, 8=1087/0-3-8 Max Horz 2=-66(LC 17) Max Uplift 2=-268(LC 12), 8=-318(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2112/1652, 3-4=-1860/1471, 4-5=-1785/1502, 5.6=-1688/1409, 6-7=-1895/1477, 7-8=-2157/1797 BOT CHORD 2.14=-1414/1886, 13.14=-1414/1886, 12-13=-1090/1715, 10-12=-1118/1728, 8-10=-1556/1935 WEBS 5-12=-693/614, 6-10=-221/458, 7-10=-248/487, 4-13=-785/989, 3-13=-376/384 NOTES- 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. It: Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-", Exledor(2) 5-0-0 to 10.4-0. Comer(3) 10-4-0 to 25-0-0. Exterior(2) 25-0.0 to 29-0.0 zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load noncoflcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Ot=1b) 2=268, 8=318. Q WARNING - V*d1y dedpn peremetem end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7477 rev. MV12015 BEFORE USEDesignvalidlotuseonlyvAthMllek® connectors. this design is based only upon fxaatneters sown. and 1s for an Indlvldual building component. not a Inns systern. Before too, the bxlidkng designer must verify the afVIcab8lty of design Paramolets and popetty traorporate this design Into Ina overall txMdhg ds-•sign. 0acing indicated Is to ixovent buckling of hidNklualnsInweb an d/or ctard members only Additional lemporary and permanent bracing M O W l Injury and pxopetty damage. for general guidance tegarding the isalwaysrequlted (of stability aril to pevent collapse vAlh pwssble persorwan falxicallon, storage, delivery. eteclion and bracing of lrttses arKl truss systems. seeANSI/TPI I Guaf ry Cdterlo. DS8-89 and SCSI 8ullding Component 6004 Parke East Blvd. Safety Information ovaliahle Dorn Truss Rate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tempo. FL 33610 Job Truss Truss Type Oty Ply T12960819 W P0030 T5 Common 6 1 IWP0030016 Job Reference (optional) Builders FrrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:09 2018 Page 1 10:KfjyNX6mvAVukxMbjix9kpz4RS4-30OIzuglluRlls8vOxZcv5UcLgndOY036MSN0_zv6NK 1.0.0 7.3.14 14.0.0 20.8.2 28-0.0 29.0-0, 1.0-0' 7-3-14 6.8-2 6.8.2 7.3.14 1.0.0 5.00 12 4x6 = Scale: 1/4'-1' ig 3x8 = 3x4 = 3x6 = 3x4 = 3xB = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) -0.24 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT) -0.45 8-10 >742 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.07 8 rJa n/a BCOL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 1221b FT=20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3.8 Max Horz 2=87(LC 12) Max Uplift 2= 292(LC 12), 8-292(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2047/1640, 3-5=-1814/1540, 5-7=-1814/1540, 7-8— 2047/1640 BOT CHORD 2.12-1387/1837. 10-12-755/1214, B-10-1395/1837 WEBS 5.10=-495/655, 7-10=-403/562, 5.12=-495/655, 3-12=-403/562 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl-0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Extedor(2) 5.0.0 to 14-0-0, Corner(3) 14-0-0 to 20.0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed (or a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members, With BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except QI=lb) 2=292, 8=292. WARNING - WAty design perometero and READ NOTES ON 1MS AND INCLUDED M/rEK REFERANCE PAGE A07479 rov. 140MIS BEFORE USE Design valid for use only vAth Mltek®conneclors. INs design is used orgy upon parameters shown. and is fat an WMckKd building component. not a tnrss system. Berate use. the Ixlldlng designer must vedfy the q)p1IcatA11y of design Ixtramelersonal tmoloody incosppoiale th6 design Into the overall tx® dktg design. Bracing Indicated Is to prevent bucaing of Individual miss web and/or chard mernbefs only. Adcllllorlal temporary and permanent tracing WOW It always tegfdted lot stability and to prevent collapse with posslxe personal Iryuay and properly, danage. for general guidance fegarding the falxicalbR storage. delivery, erection and txacirg of trUsm and truss systems, seeANSI/tPl I Quality Cdteda, DSB-69 and IICSI Building Component 6904 Parke East Blvd. safely Information avoButxe from truss Wale Institute. 218 N. Lee Street, Sulto 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0030 T12960820 W P0030 V3 Valley 1 1 017 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MPTek Industries, Inc. Mon Jan 15 12:32:10 2018 Page 1 ID:KtjyNX6mvAVukxMbjtx9kpz4RS4-XC_gAEhM3BZ9L?j6Zf4rSI 1 yo4Ld77dDKOtxYOzv6NJ 3.1.8 318 Scale = 1:9.3 0d b 2X4 !::- 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a rJa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a IVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na IVa BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 9lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1.8 oc puffins, 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) 1=82/3-0.14, 3=82/3-0-14 Max Horz 1=42(LC 11) Max Uplift 1=-23(LC 12), 3=-29(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psh h=15fl; Cal. 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. WARNING. Vadly design parametam and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M1167473 roV. Ian IM16 BEFORE USE Design valkl for use only with Mllek® connectors. INs design 6 txaed oNy Won Parameters shown. and Is for an fravldual building component. not a hum systom Before use. Ih a IxNdno designer i nursl verily the a r*AIccd)8lty of design pxuamelers and prop edy Incorporate, Btk design Into the overallonly. Additional temporary and permanent txachg MiTek' lxlldng design. Broths Indicated Is to pxevenl b ucalrlg of Individual truss web aril/or chord meinbers k always required la sIdAlly and to txevenl collapse wllh possllle perso of Injury and Ixoperty damatge. rot general guidance regarding Rio fdxk:alkm, storage. delivery. etectlon and Lxacing of Innses and truss systems seeANS1/1PI I Quallly Cdlerlo. DSB•!9 and SCSI Building Component Safety Information ovdklsle train truss Wale Institute. 218 N. Lee Shool. Suite 312. Alexandria. VA22314. 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Qty Ply T12960821 WP0030 V5 Valley t 1 WP0030 018 Job Reference (optional) Bullders.FlrslSource, Tampa, g d Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:10 2018 Page 1 ID:KfjyNX6mvAVukxMbfix9kpz4RS4-XC_gAEhM3BZ9L?j6Z(4rSl 1 sO41477dDKOtxYQzv6NJ 5.1.8 5.1.8 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 7.0 Lumber DOL 1.25 BC 0.22 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P DEFL. in (hoc) I/defl Ud Vert(LL) IVA nta 999 Vert(CT) n/a - rVa 999 Horz(CT) 0.00 3 rVa rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5.0-14, 3=156/5-0.14 Max Harz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3= 56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-122/256 Scale - 1.13.5 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% Structural wood sheathing directly applied or 5-1-8 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=4.2psh BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 0 WARNING. Vedly dedyn paminotas end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MO.7473 rev. fa009Qe1S BEFORE USE. Design valid la use only with Mliek®conneclors. IMs design b based only upon Parameters shown, and Is lot an Individual building component. no, a trusssystem. Before use, the txltdklg designer mtisl vedfy the cyKxlcalllltvof clesdgn parcaneteus arks ixolxady incorporale this design Into the ovelcll bu lldklg design. Bracing Indlcaled Is to it bxuclding of Individual It= web and/or chord membets only. Additional lemlxxary and permanent bracing MiTe k' Ixeve balways reCludted (of stabxllly ancd to Ixevent collapse wilh possible personal k*ffy and Ixoperty damage poi general guidance tegaialng the 6904 Parke East Blvd. WWlcotbn, storage, delivery, erection and Ixacdrlg of irtisses and Inns systems seeANSI/IPII duality Cdteda, OSS-89 and SCSI Building Component Safety Information available horn Bus Rate Institute. 218 N. Lee Street. Sidle 312, Alexandria. VA 22314. Tanya. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/ 1 dr K For 4 x 2 orientation, locate plates 0•1n6 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 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS 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. 2012 MiTek® All Rights Reserved M1C MiTek 0 MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A 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-1:)rocing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. Individuol lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design kwding shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested ponies 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 ore 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, preservotive treated, or green lumber. 10. Comber is a nonstructural consideration and is the responsibility of truss fabricator. General practice is to comber for dead bad deflection. 11. Plate type, size, orientation and location dimensions Indicated ore minimum ploting requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better man mat specified. 13. Top chords must be sheathed or purfins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing of 10 ft. spacing, or less. If no ceiling Is installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicoted otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review oil 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. y Jl' t$-UU-UU 1-3/4" X lb" VLKJA-LAM-f cf.0 31UU NVd 2 FJ2 29-00-00 16' BCI? 6000s-1.8 1 1 FA 28-00-00 16' BCI? 6000s-1.8 1 6 FJ4 26-00-00 16' BCI? 6000s-1.8 1 12 17J5 25-00-00 16' BCI? 6000s-1.8 1 14 FJ6 21-00-00 16' BCI? 6000s-1.8 1 5 FJ7 8-00-00 16' BCI? 6000s-1.8 1 1 FJ8 6-00-00 16' BCI? 6000s-1.8 1 1 FJ9 5-00-00 16' BCI? 6000s-1.8 1 8 FJ10 4-00-00 16' BCI? 6000s-1.8 1 1 FJ11 3-00-00 16' BCI? 6000s-1.8 1 1 Rml 16-00-00 1 1/8' x 16' TJ? RIM Board 1 5 Bk1 2-00-00 16' BCI? 6000s-1.8 1 31 as-n-n W List H1 HM HZ NS 237/16 H3 H0.15M NOTES: 1) REFER 1 M TT&C V106 FOt W MI' C0IVEITT@ ILL, MTRPLAcni ,°ua °m xvl im A BW. ILL0 T a NM ALL W OM lQIEIIm TEAWWAKWI.QI M ON) III E SHOP DRAWING APPROVA TRIISEET NO VUZ ALL F VM AEpulESIOIAL ER I mu umn RFM Alm APPIOVAL OF M um MW M TIII K KMM ONO TWIT WLL 1E kp"MwjLMl aBuildersFirstSource Orlando PHONES 407-851-2100 FAX, 407-851- Plant City PHONES 813-759-5951 FAXi 813-75 Starlight Homes 2121 Lot 30 N INC 27/171 Josh 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 SYSTEMS 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 SYSTEMS So Simple? 0 Floor and Roof Framing with BCI® Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. 0 Ceilings Framed with BCI® Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. O 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. Q 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. Product Profiles, BCI'O Architectural Specifications ......... 3 VERSA -LAM'* Products, Specifications, Allowable Holes..... 26 i About Floor Performance, BCIO Residential Floor Span Tables, VERSA-LAAP Details, Multiple Member Connectors ........ 27 One Hour Floor/Ceiling Assembly ........................ 4 VERSA-LAM11 Floor Load Tables 100% Load Duration 28 1 BCI• Floor Framing Details 5-6 c VERSA-LAAP Snow Roof Load Tables (115% Load Duradon) ..... 29 o i BOO Joist Hole Location 6 Sizing, Large Rectangular Holes ... 7 t VERSA-LAAP Non -Snow Roof Load Tables (125% Load Duration). 30BCIOCantileverDetails, Web Stiffener Requirements ..... 8-9 r BCI• Floor Load Tables ............... VERSA-LA&P Closest Allowable Nail Spacing ............. 31 c 10 - 12 U BCI® Roof Framing Details 13 - 14 VERSA -LAIN Design Values ........................... 31 BCIO Roof Span Tables ... 15 - 18 VERSA -LAM® 1.8 2750 Columns, VERSA-STUDO 1.7 2650 .. 32 BCIO Roof Load Tables .... . . ...... . . . ............ 19 - 23 Computer Software: BC FRAMER®, BC CALC• ............ 33 Ir= 1 BCIO Design Properties, BCI•Allowable Nail Spacing ....... 24 Framing Connectors: Simpson, USP ................ 34 - 35 Boise Cascade Rimboard Products/Properties ............ 25 Lifetime Guarantee ........................... Back Cover Boise Cascade EWP - Eastem Specifier Guide - 08/04/2015 r _ _ _ ___ ___ ___ _ ____._ _ _ _ __ _ Eastern -Product.Pr_ofiles BCI®J01 - VERSA -LAM® VERSA -LAM® VERSA -LAM® BCI® 4500s 1.8 BCI® 5000s 1.8 *BCI® 6000s 1.8' BCI® 6500s-f98 ' 8CI®60OO "''` BCI® 90s 2.0 1.72650 1.82750 2.03100 I ly 1,„ "4' I 9'/:' I 9'/z' 91/2" 11'/i' 11 %i' 'I 3'/i' 11761, 9'/:' a 11 %11 a 11791, % 14" % 14" I 3'/i' n 3/=' ' to 14„ N." 11'/i' /a / 1 W, 14" 16" 16" to 16" I k N to N." I 24" la/' 2" 25/4' 2s/te" 25he" 3'/' 1'/i', la/ 3'/=" 3'/i" to 5'/V 1'/2", 1a%", Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/s", W." BCI° and VERSA -LAM* products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports. BCI®_J_oist_,Ar_chitectural_Specifications_______ _ Scope: This work includes the complete furnishing and installation of all BCIO Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI® Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue Design: The BCI® Joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The BCI® Joists and section properties shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: The BCI® Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI® Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the BCI® Joists straight and plumb as required and to assure adequate lateral support for the individual BCI® Joists and the entire system until the sheathing material has been applied. Codes: The BCI® Joists shall be evalu- ated by a model code evaluation service. joint at that junction. Boise Cascade EWP • Eastem specifier Guide • 08/04/2015 Residential Floor Span Tables About Floor Performance Homeowner's'expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue -and -groove subfloor, install the joists vertically plumb with level -bearing supports, and install a direct -attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. Joist Depth BCN Joist Series THREE STAR * * * FOUR STAR * * * * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE CAUTION Live Load deflection limited to L/480: The common industry and design community standard for residential floor joists, 33% stiffer than L/360 code minimum. However, floor performance may still be an issue in certain applications, especially with 9'W and 11M." deep joists without a direct -attached ceiling. Live Load deflection limited to L/960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to 1_/360: Floors that meet the minimum building code L/360 criteria are structurally sound to cant' 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. 12" o c. 16" O.C. 19.2" o.c. 24" o c 32" O.C. 12" o C. 18" o.c. 19.2" O.C. 24" O.C. 32" O.C. 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. 32" O.C. 4500s 1.8 16'-11" I 15'-6" 14'-0" 13'-7" 11'-9" 11'-6" 11'-6" 10'-0" 10'-o.. 9,-7„ 18'-9•1 16'-8" 15'-3" 13'-7" 11'-91. 5000S 1.8 1T-0' IW-W 15-2" 14'-1' 1T-5" 11'-W 11'-0 10-0" 10'-0" T-11" 19'-4" 1T=9" 16'-4" 14'-r 12'-5" 9. W, 6000s 1.8 18'-2" 16'- s- 16-8- 14'-0" 1 Y-4" W-6- I 1l'-0" W-4- 10'-0" W-W 2a-2" 18'-5" 1 r-W 15'-9' 6500s1. 8 18'-0' 1T-1" 18'-1' 16-4 1Y-8" 11'-6 11'-6 1a-a la-4 la-.W 2U-8 18'-11" 1T-10" 16-7" 14'-3" 4500s 1.8 20'-0" 18'-4" 17,-3" 15'-5" 13'-4" 15'-0" 14'-3" 13,-5" 12'-6" 114" 21,-10" 18,-11" 17'-3" 15'-5" 13'4" 5000s 1.8 2a-9" lg-a. 1T-11" 18'-T' IY-4" 16-6" 14'4" 13'-11' 12-11" ll'-9" 23'-0- 20-4" 18'-W 16-7' 1Y-4" 6000s 1.8 21'-r 19-8" 18'-r 17-4" W-10- 1S-W 15-4" 14'-0" 13'-5' 12--1- 23'-10' 21'-10' 20'-0" 1T-11" 14--io- 11'/ i' 6500s 1.8 22'-2" 20'-0" 19-2" 1T-10" 14'-10" 16'-0' 16-10" 14'-11" 13'-10" 12'-T' 24'-0" 22'-5" 21'-1" 18'-10" 14'-10" 60s 2 0 2Y-r 21'-0' 20'-4- 18'-11- 16-4" 18'-0' 16'-9- 16-9" I 14'-W IY-W 26!-1- 23'-10" 27-0" 21'-0- IV-4" 90s 2.0 26'-r 24'-X 22'-1a' 21'-0" 19'-4" 19-a- 18'-10- 1T-8" 16-5" 14'-10" 29-6- 26-10" 26-3- 23'-W 19'-4" 4500s 1.8 22'-9" 20'-7" 18,-9" 16'-9" 13'-11" 17,-10" 16'-3" 15'4" 14'-3" 13'-0" 23,-10" 20,-7" 18,4„ 16'-9" 13'-11" 5000s 1 8 23'-r 21'-7" 2U-r W-C 13'-11" 18'-0" 16-10" 15'-11" 14'-.v 1Y-5" 2s-r 22'-l" 20'-2" 18'-0" 13'-11" 8000s 1.8 24'-0" 27-0" 21'-2" 19--W 1S-W 19-2" 1T-0" 18'-0" 16-4- 13'-11" 27'-1" 23-11" 21'-10" 19'-0" 15'-5" 14" 6500s 1.8 25-2' 2X-0" 21'-0" 20'-2- 16-5" 194' I 1T-11- 18'-11" 16-8" 14'-W 2T-9" 25'-2" 22'-11" 2a-W 16-S' 60s 2.0 26--T 24'--5" 2Y-W 21'-5" 16-4" 2U-11" 19'-0" 1T-11" 16'-T' 16-1" 29-T' 2r-W 26-6" 21'-10" 16-4" 90s 2.0 30'-1" 2r-w 25'-10' 24'-W 19'-W 2T-8" 21'-4" 20'-0" 1t1'-0" 16-W 33'-0" 30'-4" 28'-7' 2W-W 19-W 4500s 1.8 25'-2" 22'-0" 20,-1" 17'-11" 14,-1" 19'-9" I 18'-0" 1 17'-0" 15'-10" 14,-1" 25'-5" 22'-0" 20,-1" 17,-11" 14-A.- 6000s 1.8 2T-0" 24'-9' 2Y-4- 20'-10- 16-9" 21'-2" 19-4" 18'-2" 18'-11" 16-4" 29-W 2T-W 23'-" 20'-10' 16-.9" 16" 6500s 1.8 2T-9" 25'-4" 23'-11" 21'-1" 15'-9" 21'-9" 19-9" 18'4" 1T-4" 15'-0" W-8- 26'-11" 24'-0" 21'-l" 16-9" 60s 2.0 29-7' 2T-W 26,: ' 21'-10" 16-4- 23'-T' 21'-1" 19-10" 18'-5" 16-4- 3T-0" 11-10" 27'-4" 21'-1W 16'-4" 90s 2.0 3Y-4" 30'-4- 1 2v-r 28'-2" 19'-7- 26-W 23'-T' 22'-2" W-W 18'-r 36-IT 33'-r 31'-0" 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 23/3 ' 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 -'/;' 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 the will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) One- H-our-Fir-e-Resistive-Assembl-y----- 1 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 Va" Type X or two layers'/2" Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: EST561 54 IIC=68 or Add 3'/2" glass fiber insulation to fire assembly: 55 IIC=46 or Add an additional layer of minimum Ve" sheathing IIC=50 and 9'/z" glass fiber insulation to fire assembly: Boise Cascade EWP - Easter Specifier Guide • 08/04/2015 r_ _. . . __ _ _ _Floor_ Framing . _ . r .. ., .:, .NOTE .. 14.,.•:. .ram",.:...:, The IIIustradon below Is showing several suggested applications for the Boise Cascade EWP products. It is not Intended to show an actual house under construction. NO MIDSPAN BRIDGING IS REQUIRED FOR BCI° JOISTS FOR INSTALLATION STABILITY, Temporary strut lines (1.x4 min.) Won center max. Fasten at each joist with ZScl nails minimum. \ Dimension lumber is not suitable for use as a rim board in BCIe floor systems. fi 4040 BCI° rim joist. - See page 6. 0 BOISE CASCADE° Rir See pages 6 and 25. For load bearing cantilever details, see page 00.. BCI• blocking or 2x4 "squash" block on each side required when supporting a load -bearing wall above. BCI• Joists, VERSA -LAM* and ALLJOISTO 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*, ALLJOIST°, and BCI• Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM•, ALLJOISr and BCIa Joists are intended only for applications SAFETY WARNING 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, BCI° blocking panels, and x-bracing must be completely installed and properly nailed as each BCIO 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 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. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI• Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. When installing Boise Cascade EWP. products with treated wood, ' use only connectors/fasteners that are approved for use with the corresponding wood treatment. VERSA -LAM° header or an BCI° header. 1%" knockout holes at approximately 12" o.c. are pre -punched. F15 J' 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^, ALLJOISTO, and BCI• Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. PRODUCT HANDLING TO AND AT JOB SITES There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI• joists in the flat direction. VERSA -LAM• is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. Boise Cascade EWP - Eastern Specifier Guide • 08/04/2015 Floor Framing Details Additional floor framing details available with BC FRAMER® software END BEARING 49 Bel • BCI• Joist rim Joist. blocking. Dimension lumber Is not suitable for NaIn use as rimboard Ca with BG• Joists. RI BCDimension Blocking may be requiredlumberIsnotperpendiculartowall, 8dltable each flange. for use as rim consult design professionalboardwitheclaJoists. of record and/or local building aHlelal. Use of BCI dmJolst requires 2x6 g wall for minimum oist bearin Rmmboard BOISE CARE• Top Flange or Face tad nail Mount Joist Hanger h side atJb.%ring Solid block Note: 8CI•floor A 13A* I minimum bearing all posts from above tobearIng Joist must be designed to carry wall above when I II lenjith (is/4' required for below. not stacked over 18 and deeper Joists) wall below. VERSA LAM• To limit splitting flange, start nails at least 13A' Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. professional of record. INTERMEDIATE BEARING DETAILS BCI.loist Slope Cut Reinforcement nnta,l hnlnw r<etnrae nriainal allnwahln 1 . For load bearing wall above stacked over wall below). A Blockingmaybe required at Intermediate hearings for floor diaphragm per IRC In high seismic areas, consult local building official. Load bearing Double Squash Block Vertical Load ObNO sheaactir/reon value to cut end of BCI•joisL BCI• Joist shall not be used as a collar or rafter tension tie. 2 x 6 min. rafter. Rafter shall be supported by ridge beam or 0therupper bearing support AlVil\ 6 12 116' Size J01st Spaein pnj 12 16 19.2 24 2x4 4463 3347 2789 2231 2x6 7013 5259 4383 3506 wall above' min max. stacked Over 1. Squash blocks are to be In full contact _ BCI• wall belovq with upper floor and lower wall plate. Meel depth act* f 2. Capacities shown are fors double Depth blocking. squash blocks at each Joist. SPFor table 2xblock. better. below) 24• 2x blocking required at bearing (rat shown for clarity). j Backer block Double BCI• Joist "/o min. plywood/OSB rated sheathing as reinforcement minimum 12• Connection Sheathing or Install reinforcement with face gain horizontal. Install on wide} Nall with rimboard both sides of the joist, bi ht to bottom flange. Leave Joist 10-10d nails. Filler Block closure minimum V4 gap between reinforcement and bottom of Hanger • ( see chart below top flange. Apply construction adhesive to contact BCI• Joist surfaces and fasten with 3 rows of min.10d box nails at J I blocking 6' o.a Alternate nailing from each side and dinch. required for Filler block. Nall with 10-10d nails. requlredwheretop( large Joist hanger load exoecds 250lbs. 1nn° 11 aaht to tnn Rana. Web - Filler Nailing 12" • on- center Connection valid for all applications. Contact Boise Cascade CUM Cndinaarina Mr a Iflp -11finne cantilever. For load bearing cantilever, see pages 8 and 9. Uplift on backspan shall be considered In all cantilever designs. Minimum Heel Depth End Roof Pitch Binear6112 7H2 8/12 9/12 10112 12/12 2 x 4 43h" 41Ae 4Y." 4%" 4Y." 4Y." 2 x 8 334- 3346" 1 23Aa' 2%- 12011C I 2Y." LATERAL SUPPORT BCI. Joists shall be laterally supported at the ends with handers, 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 per IRC In high seismic areas, consult local bulldingo clal. MINIMUM BEARING LENGTH FOR BCI° JOISTS Minimum end bearing: 1%" for all BCI•Joists. 3%" Is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC• software. NAILING REQUIREMENTS BCI• rim Joist, rim board or closure panel to BCI• Joist: Rims or closure panel 1% Inches thick and less: 2-8d nails one each In the top and bottom flange. BCI.4508s/ 5000s rim Joist: 2-10d box nails, one each In the top and bottom flange. BCI.6000s/ 60s rim Joist: 2-16d box nails, one each In the top and bottom flange. BCI.65 0s/90s rim Joist: Toe -nail top flange to rim BCIDist with 2-10d box nails ,t one each side of flange. rim joist, rim board or GCI• blocking panel to support: Min. 8d nails @ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. act*foist to support: 2-8d nails, one on each side of the web, placed flit Inches minimum from the end of the BCI9 Joist to limit splitting. Sheathing to BCI• Joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12 o. c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacingthan IRC. Maximum bracing spacing for full lateral stabilittyy 18' for BCI.4500s & 500s, 24" for larger BC - 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 1.8 SS° or 3/." wood aneIs Two 4i" w9od panels or 2 x 5000S 1.8 Y4" or %' wood panels Two 3/.' wQod panels or Z x 6000s 1.8 1%" or two %" woodpanels fit_+ %'" ar wood panel 1' b° or two a wood anels 2 x + 5i° or N, w3od anel L i iortwo wood anels 2x_+'/ I$" or wood anal 2 x _ lumber Double 2 x _ lumber Cut backer and tiller blocks to a maximum aeptn equal to the web depth minus Y4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI® JOISTS FROM THE WEATHER BCIo 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 oa Capacity pig Depth in] Series No W.S.01 W.S.m 4500s 1.8, 5000s 1.8, 6000s 1.8 6500s 1.8 2300 N/A 4500s 1.8, 5000s 1.8, 6000s 1.8 6500s 1.8 2150 N/A 60s 2.0, 90s 2.0 2500 N/A 14" 4500s 1. 8, 5000s 1.8, 6000s 1.8 6500s 1.8 2000 N/A 60s 2.0, 90s 2.0 2400 N/A 16" 4500s 1. 8, 6000s 1.8, 6500s 1.8 1900 2500 60s 2.0, 90s 2.0 2300 2700 1) No weu stiffeners requirea. 2) Web stiffeners required at each end of blocking, values not applicable for rim Joists. N/A: Not applicable Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 BCI® Joist Hole Location & Sizing BCI® Joists are manufactured with 1'/2" round perforated knockouts in the web at approximately 12" on center Minimum spaoing - 2x greatest dimension D of largest hole (knockouts exempt) D 00 NOT ` y see table below) (see table below) out or notch an,.,.:we•..nawiv ..••o..•. .. . ..... tlartpe O 0 C. momNo holes (except knockouts) allowed In bearing zones A 1%* round hole may be cut anywhere In the web. Do not cut holes Provide at least 31 of larger than iW clearance from other holes, round In cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1Y2' MINIMUM DISTANCE D) FROM ANY SUPPORT TO THE CENTERLINE OF THE HOLE Round Hole Diameter [in] 2 3 4 5 6 6'/2 7 8 8% 9 10 11 12 13 Rectangular Hole Side 3 5 6 7 m- 8 1'-0" 1'-1" 1'-5" 2'-1" 2'-9" 3'-1" T-5" Any 12 1'-0" 1'-2" 2'-2" T-2" 4'-2" 4'-8" 5'-2" 9'A• Spftl Joist 18 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter [in] 2 3 4 5 6 6'h 7 8 8% 9 10 11 12 13 Rectangular Hole Side 2 3 4 5 7 8 in8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" T-10" 3'-4" T-9" Any Sri]" 12 1'-0" 1'-4" 2'-1" 2'-10" T-7" T-11" 4'-3" 5'-0" 5%8" 1 t'/: 1 Joist 16 1'-0" 1'-10" T-10" T-9" 4'-9" 5'-3" 5'-9" 6'-9" 7%7" 20 1 1'-1" 2'-3" T-6" 4'4" 5'-11" 6'-7" T-2" 8'-5" 9'-6" Round Hole Diameter (in] 2 3 4 5 L 6 6%: 7 1 8 i 8% 9 i 10 1 11 'I 12 13 Rectangul[ ar]Hole Side r_ 1 2 3 3 5 I 6 t 6 8 9 I- T m I i 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" T-4" T-8" 12 1'-0" 1'-1" 1'-3" VAT T-6" 2'-10" T-1" T-9" 4'-3" 4'-4" 5'-0" 5'-7" Any 14• Spt 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" 3'-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5" Joist 20 1'-0" 1'-1" 2'-1" T-2" 4'-2" 4'-8" 5'-2" 6'-3" T_2" 7'_3" 8'-4" 9'4„ 24 1'-0" 1'4" T-6" 3'4" 1 5'-0" J 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'-0" 11'4" Round Hole Diameter [m] 2 3 4 5 6 6'/2 7 8 8% 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 10 Cn]. - 8 1'-0" 1'-1" 1'-2" ' 1'-2" ; 1'-3" , 1'-3" , 1'-3" ; 1'-7" 1'-11" 2'-0" 2'-5" 2'4" T-2" T-7" 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" . 1'-6" ' 1'-10" 2'-5" T-11" T-0" 3'-7" 4%2" 4'-9" ' 5'-4" Any span ti te• 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" 2'-1" 2'-7" i T-1" 4'-1" .4'-11" 5'-1" 6'-0" . I 7% 0" 8'-0" '8'-11" 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" 3'-1" 3'4" 4'-11" 5'-11" 6-1" 7'-3" 8'-5" 9'-7" 110'-9" 00 cut in web area as szed 0 Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the Flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter ( or longest side) of the largest hole. 1' W' 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 IW' knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALC° software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC• software. Large Rectangular 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 See Max Hole Size an Q hob Chart for Joist Depth Joist Span I Nlnlmum 2x diameter/ wldth of largest ink Simple Span Joist V-W Min W Notes: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed using BC CALC• sizing software. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 Maximum Hole Size Simple Multiple JoistDepth Span Span 9' W, 6" x 14" 6" x 12" 11'/ V 8" x 16" 8" x 13" 14' 9" x 18" 10" x 17" 18" 12" x 18" 10" x 14" Multiple Span Joist t hole See Max Hale Slat on hole I% Joist —I Chart for Joist Depth %Joist I SoonSpanmom Multlpk Span Joist i2'4' MI I Multiple Span Joist 12 01 Mtn Larger holes may be possible for either Single or Multiple span joists; use BC CALC• sizing software for specific analysis. Reinforced Load Bearing Cantilever Table dh Gc N '5 2c He 310 N Roof Total Load sf r 35 . ... 45 55+= Joist Spa in 18 19.2 24 16 19.2 24 16 119.2 24 m m 0 c 24 0 0 1 0 0 0 1 X 1 0 1 X X 26 0 0 0 0 0 X 0 X X 28 00 X 0 X X x X X 30 0 0 X 0 X X X X X 32 0 0 X 0 X X X X X 34 0 0 X 0 X x X X X 36 0 X x X X x X X X 38 0 X x X x X X X X 40 o 1 x x I x x I x 1 x I x 1 x 42 0 1 X X I X X I X I X I x I x m a 0 24 0 0 0 0 1 0 X 1 0 1 X I X 26 0 0 0 0 0 X 0 X X 28 0 0 1 0 X X X X X 30 0 0 1 0 X X X X X 32 0 0 X 0 X X X X X 34 0 0 X X X X X X X 38 0 0 X X X X X X X 38 0 X' X X X X X X X 40 0 X' X X X X X X X m 0 0 ro 24 0 0 0 0 0 0 0 X X 26 0 0 0 0 0 X 0 X X 28 0 0 0 0 0 X X X X 30 0 0 0 0 0 X X X X 32 0 0 0 0 X X X X X 34 X X X X X 36 tw X X X X X 38 X X X X X 40 0 x x x x x m 0 24 0 0 0 0 1 0 0 0 0 1 X 26 0 0 0 0 10 0 0 X X 28 0 0 0 0 1 0 0 0 X X 30 0 0 0 0 0 X 0 1 X X 32 0 0 0 0 0 X 0 X X 34 0 0 0 0 X X X I X X 36 0 0 X 0 X X X X X 38 0 0 X 0 X X X X X ao 0 o x 0 x x x x x a? 0 v 24 0 0 0 0 0 WS 0 0 X 26 0 0 0 0 0 WS 0 0 X 28 0 0 0 0 0 X 0 M X 30 0 0 0 0 0 X 0 tn1S x 32 0 0 WS 0 0 X 0 X X 34 0 0 WS 0 0 X 0 x X 36 0 0 WS 0 WS X 0 X X 36 0 0 x o X X X X X 40 0 0 X 0 X X X X X 42 0 o x o x x x x x m 0 10 24 0 1 0 1 0 1 0 0 1WS1 0 1 0 1 26 0 0 0 0 0 WS 0 0 1 28 0 0 0 0 0 WS 0 0 X 30 0 0 WS 0 0 1 0 0 X 32 0 0 WS 0 0 1 0 1 X 34 0 0 WS 0 WS X 0 X X 36 0 0 WS 0 WS X 0 X X 38 0 0 WS 0 WS X X X X 40 0 0 1 0 1 X X X X 0 0 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0 0 X 32 0 0 0 0 0 1 0 WS X 34 0 0 WS 0 0 1 0 1 X 38 WS 0 0 1 0 X X 38 WS 0 0 X 0 XX40 10WSXXXXBCI® Joists o N H N y c O 10 c N Roof Total Load JRsq 35--- T 45 55 Joist Spacing in 16 19.2 24 1 18 119.2 24 16 19.2 24 m 0 m 24 0 0 0 1 0 1 0 0 1 0 0 1 26 0 0 0 0 00 0 0 X 28 0 0 0 0 0 0 0 0 X 30 0 0 0 0 0 1 0 0 X 32 0 0 0 0 0 1 0 0 X 34 0 0 0 0 0 X 0 1 X 36 0 0 0 0 0 X 0 1 X 38 0 0 I 0 0 0 X 0 1 X 40 0 0 1 1 0 1 0 X 0 X X c y 24 0 0 0 0 1 0 0 0 0 1 26 0 0 0 0 1 0 0 0 0 1 28 0 0 0 0 1 0 WS 0 0 X 30 0 0 0 0 0 1 0 0 X 32 0 0 0 0 0 1 0 1 34 0 0 0 0 0 X 0 136 00WS00X01IX3800100X0140 0 0 1 0 1 X 1 X m m 24 0 1 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 2 0 c 0 v 24 0 1 0 1 0 0 1 0 0 1 0 1 0 1 WS 28 0 0 0 0 1 0 WS 0 0 WS 28 0 0 0 0 1 0 WS 0 0 1 30 0 0 0 0 1 0 WS 0 WS X 32 0 0 0 0 1 0 WS 0 WS X 34 0 0 WS 0 0 1 0 WS X 36 0 0 M 0 0 x 0 WS X 38 0 o WS 0 WS x o X X 4a 0 0 WS 0 WS x WS x x 42 0 0 WS 0 WS X I WS x I X 24 0 0 1 0 1 0 1 o IWSI o 1 o 1WS 26 0 0 1 0 1 0 1 0 WS 0 0 WS 28 0 0 1 0 1 0 1 0 WS 0 WS 1 1n c m 30 0 WS 0 1 0 WS 0 WS 1 32 0 L 0 WS 0 L WS 0 Ws 2 34 0 0 WS 0 WS 1 0 WS X 36 0 0 WS 0 WS 1 0 WS X 38 0 0 WS 0 WS 1 WS 1 X 40 0 0 WS 0 WS 2 WS 1 X 24 0 0 1 0 1 0 1 0 0 0 0 WS 26 0 0 1 0 1 0 1 0 0 0 WS 28 0 0 1 0 1 0 1 0 WS 0 L 0 WS m 30 0 0 1 0 1 0 1 0 WS 0 0 1 1 0 m 32 0 WS 0 WS 1 34 0 WS 0 WS 1 38 0 WS0 WS 0 WS 1 38 0 1 0 1 2 40 0 1 0 1 2 0 0 24 0 0 1 0 0 0 0 0 0 WS 26 0 0 1 0 0 0 0 0 1 0 IWS 28 0 0 1 0 0 L WS 0 1 0 JWS 30 0 0 1 0 0 0 WS 0 1 0 1 1 32 0 0 WS 0 WS 1 34 0 0 WS 0 WS 2 10 36 0 WS 0 WS 0 WS 2 38 0 0 1 0 1 2 40 0 WS 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 21/32" plywood/OSB-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist flanges. 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use the BC CALC° software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC• software. v y dRoof Total Load sfI o c N M 10:N c o 1O 35 45 55 Joist Spacing in 18 119.2124 1 18 119.2124 1 16 119.2124 24 0 0 1 0 1 0 1 0 0 1 0 1 0 JWS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 1 0 1 0 0 0 WS 0 30 0 0 0 0 0 WS 0 L 0 1 H 32 0 0 0 0 0 WS 0 0 1 34 0 0 0 0 0 WS 0 0 1 36 0 0 0 0 0 WS 0 WS 2 38 0 0 0 0 0 1 0 WS X 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 28 0 0 0 0 0 0,0 0 0 0 30 0 0 0 010 0 0 0 0 CIA 32 0 0 0 0 0 0 0 0 0 m 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 1 0 1 24 0 1 0 1 0 0 1 0 0 0 0' WS 28 28- 0 0- 1 0T_+ 0t0 0 T.9L 0 I 0 WS WS 0 0 05 0 WS 0 0 WS 0 m300010WS WS H 0 32 34 0 0 0 0 0_ 0 10 0 0 WS WS 0 0 WS i 1 WS 1 X WS0v3600! WS 0 0 IWS WS • X 38 0 WS0 1 0 WS X_ 40 r WS 0 WS 1 W5 WS' X 0 _0- 1 42 0 0 WS 0 WS X WS 1 X 24 0 i 0 0 1 0 0 1WS m 28 28 0_ 1 0 0 0 1 —+— 0 0_+ 0 0 0 0 INNO 0 0 WS 0. WS S00 30 32 0 0 0 0 0 0 0 o 00 0 WS WS 0 0 0 WS WS WS 34 0 0 i0 0 0 0 WS WS 0 0 WS; 1 36 38 0 0 0 Ws 0 i 0; 0 WS 1 W- 1 2 WS000 00 , WS 0 WS Ws 0 WS 1 2 24 0 0 1 0 1 0' 0 0 0 0, WS 0 0 280010000 WS 0 0 1 0 10+0 S 0 O ,WS m280 30 0' 0 0 0 0 0 WSI WS 0 0 0 WS_ WS 1 3200000 34 36 0 0 0} 0 0 : WS o 0+ 0 WS WS 0 0_ WSr2 WS 1 38 40 0 - WS 0 WS r 0 10, WS WS WS 0 0 WSt 2 WS' 2 0 0; 24 0 O I O 0 0 0 0 0: WS 26 28 0 0 I 0- 0 0 0 O f 0 1 0 r0rwS 0 0 o ws 0 0 S m 30 0 0 0 0_ 0 0 O t 0 0 0 0 0 0 { WS 0_ IWS m 32 34 0 1 0 010000 WS WS 36 38 0 0 O y 0 0 0 0 { 0 1 0* 0 0 WSJ 1 WS 1 040 0 0 I WS 10 0 WS 0 WS 1 24 0 0 1 0 o I o 0 0 0 0 I260o_ o o 0 0 0 0 0 28 30 D 0 0 r0 0 r0 0i0 0 t 0 0 0 0 0 0 O t 0 0 t 0 H 32 0 1 0 0 0 0 0 0 0 0 34 0 0 t 0 0 0 0 WS 0036 t 0 0 0-, 0+ 0 0 0 0 I 0 WS 38_ 0 0 0 0 0 046 1 40 0 0«0I -0 oi0 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 Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 Reinforced Load Bearing Cantilever Detail f 2'-0' 2'-0' The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of 2'-0". Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALCo software. PLYWOOD / OSB REINFORCEMENT If Required per Table on page 8) 23/32" Min: x 48" long plywood I 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 CALL• 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/OS8 or rimboard.dosure..Nall with Bid nail Into each act* Joist flange. blocking required for Structural Panel cantilever reinforcement block Uplift on back span shall be considered In all cantilever designs Non -.Load- Bearing- Wall -Cantilever Details - - BOO Joists Joists are intended only for applications that provide permanent protection from the weather. BCI•Jolst blocking t Wood Structural r \ I I Panel Closure Fasten the 2x8 minimum to the BCI° Joist by nailing through the backer block and joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCI° 90s 2.0 joists. Clinch all nails. Wood backer block 2x Closure See page 6 of Eastern 2x8 minimum Specifier Guide BCI Joist r /blocking 4$.1— I `Drywall Ceiling or Back Span I Maximum wood Structural Panel Soffit 1/s Back Span Not to exceed 4'-0' 3%1 min. These details apply to cantilevers with uniform loads only. bearing It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALCe software. Web- Stiffener See Web Sti ener Small Gap: min., 2; Schedule Webhart Stiffener 2' min. Width 4' max. Gap Clinch 2' min. Nails T161itFlt WebStlffener required when concentrated load exceeds 10001bs Web stlffeners applied to both sides of the joist web Stiffener Specifications For Structural Lateral oBCI Joist Capacity Restraint Minimum Series Min. Thick) in Hanger Width 4500s 1 8 W. W Vhs' 5000s 1.8 W. W, 21he" 6000s 18 xi:' 6500S 1.8 4 1" or 1'/i' Vhs" 60s 2.0 23he" 90s 2.0 2x4 lumber (vertical) SectionZ.— View Minimum 1%71mes Cantilever Length Back Span Maximum 1/3 Back Span not to exceed 4'-0' uirements - - NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI® Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof framing Details on page 14. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCI® 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI® Joist's reaction capacity at a specific bearing location. Lateral Restraint in Hanger. Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness e.g., BCI®6500s, double'/2' panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI° Design Properties on page 24 or the BC CALC® software. e BCI° Joist Series Stiffener Nailing Joist Depth Schedule Bearing Location End Intermediate 4500s 1.8 9'/2' 2-8d 2-8d 11'/s' 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d 5000s 1.8 9%' 2-8d 2-8d 11'/e' 2-8d 3-8d 14" 2-8d 5-8d 6000s 1.8 9'/2' 2-8d 2-8d 117/s' 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d 6500s 1.8 9Y:" 2-8d 2-8d 117/e' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 60s 2.0 117/e' 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" 1 6-16d 6-16d Boise Cascade EVNP • Eastern Specifier Guide - 08/04/2015 Floor Load Tables q Allowable Uniform Floor Load 4 < (in pounds per lineal foot [PLF]) - 1 1 ' % Load BCI® 4500s 1.8 Series 13/4' Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 4500s 1.8 117/e' BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/2" BCI® 5000s 1.8 live", 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 89 131 144 150 156 158 99 140 150 156 1311412 71 111 115 138 144 146 79 128 129 138 144 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 1 112 118 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 1 91 20 49 71 66 81 55 82 21 43 65 57 74 48 74 22 50 67 42 68 23 1 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 CALL® software. Boise Cascade EWP • Eastem Specifier Guide • 08/04/2015 Floor Load Tables - Allowable Uniform Floor Load r' .. (in-pound5 piwlinealfoot [PLF]) 11'% Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16" Flange Width 29/16" Flange Width 9Y2" BCI® 6000s 1.8 11781, BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/" BCI® 6500s 1.8 117/e' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load LiveLoadI Total Load Live Load I Total ILoad Live Load Total Load Live Load Total Load 6 320 333 346 353 320 333 346 353 7 274 285 297 302 274 285 297 302 8 240 250 260 265 240 250 260 265 9 213 222 231 235 213 222 231 235 10 183 192 200 208 1 - 212 192 200 208 212 11 141 174 181 189 192 153 174 181 189 192 12 112 160 166 173 176 121 160 166 173 176 13 89 147 144 153 160 163 97 147 153 160 163 14 73 129 117 142 148 151 79 137 129 142 148 151 15 60 112 97 133 138 141 65 124 106 133 138 141 16 50 98 81 125 117 130 132 54 109 89 125 127 130 132 17 42 84 68 112 99 122 124 46 92 75 117 107 122 124 18 58 100 84 115 112 117 64 110 91 115 117 19 50 89 72 106 96 111 54 99 78 109 104 111 20 43 81 62 96 83 106 47 89 68 104 90 106 21 54 87 72 99 41 81 59 96 78 100 22 47 79 63 90 51 88 69 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 44 70 47 77 26 42 72 27 28 29 30 Boise Cascade EWP - Eastem Specifier Guide • 08/04/201 Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) ........ 11'r Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16" Flange Width 3'/2" Flange Width 117/e' BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 117/e' BCI® 90s 2.0 141' BCI® 90s 2.0 16" BCI® 90s 2.0 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 366 366 366 450 453 456 7 314 314 314 385 388 391 8 275 275 275 337 340 342 9 244 244 244 300 302 304 10 220 220 220 270 272 274 11 200 200 200 245 247 249 12 183 183 183 225 226 228 13 169 169 169 207 209 210 14 155 157 157 157 192 194 195 15 128 146 146 146 180 181 182 16 107 137 137 137 152 168 170 171 17 90 129 129 129 129 158 160 161 18 77 122 110 122 122 110 150 151 152 19 66 115 95 115 115 95 142 134 143 144 20 57 110 82 110 109 110 83 135 117 136 137 21 50 100 72 104 95 104 72 128 102 129 130 22 43 87 63 100 84 100 63 122 90 123 119 124 23 55 95 74 95 56 112 79 118 105 119 24 49 91 65 91 49 99 70 113 94 114 25 43 87 58 88 44 88 63 108 83 109 26 52 84 56 104 75 105 27 47 81 50 100 67 101 28 42 78 45 91 61 97 29 41 82 55 94 30 50 91 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0 50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software Boise Cascade EWP • Eastern Speaeer Guide • 08104/2015 FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. I /. I Blocking not shown ' 1 for clarity. H Roof Framing BCI® Rafters SAFETY WARNING DO NOT ALLOW WORKERS ON BCI6 JOISTS UNTIL ALL HANGERS, BCI° RIM JOISTS, RIM BOARDS, BCI° BLOCKING PANELS, X-BRACING AND TEMPORARY 10 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCI• blocking panels, and x-bracing must be completely installed and properly nailed as each BCIe 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. ER1 I I When installing Boise Cascade W I EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding wood treatment. BCI• Rafter Header Multiple BCI° Rafters may be required. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within'/2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. 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 ix4 Nailer ® Max. 4'-0• o.c. Rafter Strut! o.c.Maxlmurn Roof Rafter 2'6- o.c. or ea• asoos) Ceiling Loads: 3'-0• o.c or eG• 6 eF Live Load =10 psfMlnlmumHeDepth Dead Load = 7 fseetabb •t npn ps 12 2x Blocking MIn.B 9Vi•, ]SWeb BCI.45003/50005 Filler Caning Joist ® 23%' Mlnlm( 2x4 Wal Maximum Span Lengths Without Roof Loads 9'1X BCIe 4500s 18 / 5000s 18 / 6000s 1.8 / 6500s 1.8 20'-0" 11'/:' SCIO 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI* 4500s 1.8 / 50005 1.8 / 8000s 1.8 / 6500s 1.8 24'.6" It roof loads present, see Notes 2 & 3 at right) Minimum Heel Depths Joist Depth End Wall 2 x 4 2 x 6 951" 2'b„ 1W 111/81' 31W 2'1W 14" 4W 3',6" 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 6112. 5) Nail roof rafter to BCI° top flange with 1-10d (3' long) box or larger nail. 6) 1x4 milers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI° Joist at beveled ends. Nail roof rafter to BCI• Joist per building code requirements for ceiling joist to roof rafter connection. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 Roof Framing Details Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope®1 Rimboard / VERSA -LAM* blocking. V' greater than'/4/12. Ventilation cut: 1/3 of length, 1/2 of depth Rimboard / VERSA -LAM• blocking. Ventilation 'V" cut: 1/3 of length, 1/2 of depth 2x4 blocking Tight fit Flange of BCI• Joists may for sofFlt for lateral be birdsmouth cut only at support. I stability. the low end of the joist. 2-.6- max. Birdsmouth cut Bd• Joist Simpson VPA or USP TMP connectors or equal can Flange of BCI.lolst5 maybe birdsmouth cut only at I flange must bear fully on plate, web stiffenerbeusedInIleuofbeveledplateforslopesfromthelowendoftheolst. Birdsmouth cut BCI• Joist 2'-0" max3/12 to 12/12. flange must bear fully on plate, web stiffener required reaulred each side. each side. Bottom flange shall be fully supported. 10d I Simpson or USP LSTA24 strap, nailingper I . Simpson or USP LSTA24 strap where slope palls 2x4 one side for 135 PLF max. at 6' o.c. governing building code. exceeds 7/12 (straps may be required for lower 2x6 one side for 240 PLF max. BCI• blocking slopes In high -wind areas). Nailing per governing VERSA -LAM* LVL Holes cut building code. support beam. for ventilation. VERSA -LAM* LVL support beam. Backer block. o Thickness per corresponding BCI• series. 2x block BCI• blocking Holes cut ouble-bevele Beveled web stiffener 4'-0• horiz. for ventilation. wood plate. on each side. Blocking on both sides of ridge may be required for 2 " hlorf shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. g L Double joist may be Backer block L required when L exceeds i minimum 121 wlde} 2'-0- rafter spacing. i Joist Nailwith1.0-lOdnails. ma I Hanger Blocking as required. Nall i outrigger i through BCI• web. DO NOT bevel -cut Joist liter block. Nall beyond inside face of wall, except with 10 - iOd nails. for specific conditions In details 2' x _ outrigger shown on pages 6 and 13 of the Backer block required where top flange notched around BCI• Eastern Specifier Guide. joist hanger load exceeds 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 -LAM*, BOISE CASCADE' Rimboard or BCI• Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI. Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCI® JOISTS Minimum end bearing: lib' for all BCI' Joists. 3%* Is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALL• software. NAILING REQUIREMENTS BCI• rim joist, rim board or closure panel to BCI• joist: Rims or closure panel 1% Inches thick and less: 2-8d nails, one each In the top and bottom flange. BCI.4500s/5000s rim joist: 2-10d box nails, one each In the top and bottom flange. BCI' 6000s/60s rim joist: 2-16d box nails, one each In the top and bottom flange. BCI.6500s/90s rim joist: Toe -nail top flange to rim Joist with 2-10d box nails, one each side of flange. BCI• rim joist, rim board or BCI' blocking panel to support: Min. 8d nails @ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. SCIO joist to support: 2-8d nails, one on each side of the web, placed 1% inches minimum from the end of the BCI• Joist to limit splitting. Sheathing to BCI• Jolst: Prescriptive residential floor sheathing nailing requires 8d common nails ® 6' o.c. on edges and @ 12' o.c. In the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability. 18" for BCI.4500s and 5000s, 24' for larger BCI• Joist series. 14 gauge staples may be substituted for 8d nails If the staples penetrate at least 1 Inch Into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS SeriesRlock ac r Filler Block Thickness 4500s 1.8 or'/'" wood anels Two W wood panels or 2 x _ 5000s 1.8 wood anelA` o',/nes Two IM wood panels or 2 x_ 6000s 1.8 1%" odr toner," woo6500s 2x_- I/,,- or %- wood panel 1. 8 1 woodanelyys• 2 x - + W of 'A' wood panel 60s 2.0 iwuodr toners* 2 x _+ 7/1a' or %" wood panel 9Os2. 0 2x_lumber Double 2x_lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus V4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI® JOISTS FROM THE WEATHER BCI° Joists are intended only for applications that provide permanent protection from the weather. Bundles of BCI° Joists should be covered and stored off of the ground on stickers. MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 In 12 or less. VENTILATION The 1% Inch, pre -stamped knock -out holes spaced at 12 inches on center along the BCI• Joist may all be knocked out and used for cross ventilation. Deeper Joists that what Is structurally needed may be advantageous In ventilation design. Consult local building official and/or ventilation specialist for specific ventilation requirements. BIRDSMOUTH CUTS BCI' Joists may be birdsmouth cut only at the low end support. BCI• Joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support. The bottom flange must sit fully on the support and may not overhang the Inside face of the support. High end supports and Intermediate supports may not be birdsmouth cut. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. M 115% and 125% Load Duration BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 9'/2' BCI° 4500s 1.8 4/12 4/12 8/12 or , to to Less 8/12 12/12 11'/:' BCI° 4500s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 14" BCI° 4500s 1.8 4/12 4/12'8/12 or to I to 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' BCI° 5000s 1.8 11YS" BCI° 5000s 1.8 14" BCI05000s 1.8 4/12 orto Less 4/12 8/12 8/12 to 12/12 4/12 or Less 4/128/12 to 8/12 to 12/12 4/12 or Less 4/12 to 8/12 8/12 to 12/12 Non- 20 10 23%10" 27.6" 20'-t0" 2s.5" 26'-9' 24'-10" 37-T 39-5" 28-T 3S-9' UZ 31'-3' 4'-10' 23'-5" 21'-9" 29'-T' 2T-11' 25'-11' 33'-8" 31'-9" 29'-5" Snow 20 15 I - -7" 21'.3" 19.7" 126-11" 26-3" 274". 30'-7" 28'-T 26-T 33-6' 31'-10" 29'-4" 23%6" 22'-1" 20'-5" 28'4" 26'-4" 24'-4" 1'-10' 29'-11' 27'-7" 125% 20 20 21'-7" 20'-2" 18'•T' 26-8" 24'-0" 27-1" 29-2" 27'-0" 26-1" 31'-4" 30-T 27-10" 22'-5" 21'-0" 19'-4" 26'-9" 26-0" 23'-0" 30'-S' 26-5" 264, 25 10 27-0" 21'-S' 19-11" 26-11" 25'-T 23'-0" 3U'-2" 29-0" 26-11" 37-3' 31'-7" 29-10" 23'-7" 274" 20'4' 28'-1" 26'-T' 24'-9" 1'-11'' 30'-2" 28'-1" 25 15 21'-T' 20'-4" 264 24'-2" 27-5" 28'-2" 2T-5" 26-T W-t" 294' 26-T 22'-6" 21'-2" 19'-7" 6'-10' 26-3" 23'-4" 30'-3" 28'-8" 26'-7" 12" O.C. 30 10 21'-0" 20'-0" 25-9' 24'-5" 27-T 28'-3" 2T-T 26-11" 30-T 29- 28-r 274" 21'-4" 19'-11 6'-10" 25'-5" 23'-9" 30'-4" 28'-11" 27'-0" Snow 30 15 20'-T 19-7" E17-IT 24'-5" 23'-4" 21'-0" 26'-7" 26-11" 24'-T' 285" 2T-T 26'-10" 21'-7" 20'-5" 18'-11' 25'-9" 24'-4" 274" 28'-6" 2T-8" 25'-8" 115% 40 10 19-0" 19-11" 23'-2" 27-0" 21'3" 26-3" 24'-11" 24'-7' 27-0' 25-0" 26'-1" 20'-6" 19'4' 18'-7" 24'-5" 23-5" 22'-2" 27-2" 26-8" 264' 40 15 19-S' 194" 27-1" 2V-6. 2174" 24'-1" 1 23-7" 27-11" 26-0" 25-T 2*-6' 20'-2" 19'-1" 17'-10 23'-8" 22-9" 21'-Y' S-10' 25'-4" 24'-1" 50 50 10 _ 15 16-T 1T-11"I 1Tf" 1 T4" 16'-7" 16-3" 21'.2" 2iY 4" 20'-10 19 9" 23' 1" 2_7-10 22-5" 24' 8" 24'-4" 24'-0" 19'-0" 19'-0" 18'-3" 18'-1" 17'-3" 16'-11' 2_2'-8" 1'-10 i 21'4' 21'-5" 20'-T' 20'-7' 4'-10"224'-6" 23'-9" 123'-4" 23'-5" 27-10' 204 19" 27-7' 21'-9" 21'-3' 234r.23-3" 27 9' Non-M20 10 21'•7" 20'-5" 16-11" 26-9' 24'-3" 27.6" 29-3" 2T-7" 26-7' 31'-5" V-T' 26-4" 274' 21'-3" 17-8" 6'-10 2T-4" 23'-6" 30'-6" 28'-9" 26'-8" Snow15 2a-6' 19-3" IT-9- 24'4" 22'-11" 21--1" 27'-2" 26-T 24'-0" 29-0" 29-7' 26'-7" 21'-4" 20'4" 18'-0" 25'-5" 3'-10' 22'-0" 8'-11' 27%1" 25'-0" 125%20 19-0" 16-3" 16'-10" 2Y-T 21'-9" 20'-0" 264- 24'-5" 27-9' 27-1" 26'-7' 24'.11" 20'-4" 1T-O" IT-6" 24'-3" 27-8" 0'-10' 27'-2" 6-10' 23'-9" 25 10 2U-6- 19-5" 19-1" 24'-0' 23'-1" 21'-0" 264' 26-7" 24'-S' 27-11" 2T4' 26'-7' 21'-4" 20'-2" 18'-10' 25'-0" 24'-1" 22'-5" 28'-1" 27'-4" 25'-6" 25 15 19-7" 16-5" 17'-1" 22'-4" 21'-9' 20'4" 24'-4" 23'-9' 22'-11" 26'-0' 264' 24'-5" 20'-5" 19'-2" 17'-9" 24'-0" 27-10' 21'-2" 26'-2" 264' 24'-1" 16' O.C. 30 10 19.7" 18'-7" 1T-4" 22'-T 27-0' 20'-7" 24'-5" 24'-0" 23-5" 264" 264" 2S-0' 20'-5" W-4" 18'-1" 24'-1" 23'-1" 2V-6" 26'-3" 26-9" 24'-5" Snow 30 15 16-7" 17'-9" 16-6' 21'-1" 20'-7" 19-7" 2Y-O' 22'-5" 21'-9' 24'-7" 24'-0" 2Y-T 19'-7" 18'-6" 17'-2" 22'-8" 22'-0" 20'-5" 24'-0" 24'-1" 23'-3" 115% 40 10 1T-0" 1T-1" 16'-2" 20'-1" 19-9' 19-3" VAT 21'-7" 21'-1" 23-4" 23-0" 27-7" 18'-7" 17'-10 16'-10' 21'-7" 21'-3" 20'-1" 23'-6" 23'-2" 27-8" 40 15 16-10' 16-T 15W 194" 19-8" 19-2" 20-19' 20'-5" 19-10" 27-3" 21'-10' 21'-0" 18'-t" 17'-4" IVA" 20'-0" 20'-1" 19'-3" 274" 21'-11" 21'-4" 50 10 16-2" 15' '10' 1S-0" 18'-4" 1IN" 1T-9" 19-11" 19-9" 19-5" 21'-4" 21A" 20'-9' 1T-2" 16-6" 15'-0" 19'-8" 19'-5" 18'-8" 21'-5" 21'-2" 50 15 16 15'-3" 1 14'-0" 1T-7" 17-3" 15-10' 19-2" 18-10" 18'-5" 2Q-5" 2Q-1" 194' 16-8" 16'-4" 164" IVA0 i 18'-0" 1 18'-l" 20'-7" 20'-7'I 19'4' Non- 20 10 20.4" 19-7 1 17'-9' 24'4' 27-10" 21'-2" 26-10 26-11" 24'-1" 28'-0" 2601 26-8" 21'-2" 19'-11' 18%6" 25'-2" 23'-9" 22'4" 28'-8" 27'-0" 25'-1" Snow 20 15 19-3" 19-1" 16-6' 22-9' 21%T 19-10" 24'-9' 24'-0" 27-T' 26-5" 26-9- 24'4r 20'4" 18'-10' 17'-4" 3-10 22'-5" 20'-8" 26'-T- 25'-6" 23'-6" 125% 20 20 194" IT-2"16-T 21'-7' 20'-5" 18'-9' 27-1" 27-4" 21%3" 24'$" 23'-IT 22'-T 19'-1" IT-10' 16'-5" 22'-9" 21'-4" 19'-7" 4'-10' 23'-11' 22'-3" 25 10 19-3" 18'-3" 17'-0 21'-111' 21'-5" 20-2" 23-10" 23'4" 27-0" 26-0" 24'-11" 24'-3" 20'4' 19'-0" 1T-8" 23%6" 22'-7" 2VA" 25'-T' 26-1" 23'-11' 25 15 194' 17'4" 16-0' 20'-5" 19-11T 19-1" 27-T 21'-0" 20'-10" 23-9' 23-l" 22'4" 19'-2" 18'-0" 16-8" 21-11' 21'-4" 19'-11' 3'-10' 23'-3" 22'-5" 19.2" O.C. 30 10 18'4" 17'-5" 16'-3" 20'-5" 29-1" 19-5 22'-T 21'41" 21'-4" 23-10" 23-5" 27-10' 19'-2" 18'-2" 16'-11' 22'-0" 21'-7" 20'-7' 3'-11" 23'-0" 27-11' Snow 30 15 16-11" 16-T' 15-0" 193" 18-9' 18-2" 20 11" 20 5" 1910 27-5 21'-1Q' 21'-2' 18'-3" 17'-4" 16'-1" 20'-8" 20'-2" 19'-7' 22'-6" 22'-0" 21'-3" 115% 40 10 16'-2" 15'-11" 15-2" 18'-3" 18-0" 1T4" 19-11" 19-0" 19-T 21'-4" 2Nr 29-7" 17'-4" 16'-9" 15'-10' 19'-8" 19'-4" 18'-10' 21'-5" 21'-1" 20'-8" 40 15 164" 16-0" IV-T 1T-5" 1T-1' 16'-T' 18'-11" 18'-T 19-1" 20'-3" 19-10" 19-e 16'-0" 16'-2" 15'-2" 18'-8" 18'-4" 1T-10' 20'-4" 20'-0" 19'-5" 50 50 10 15 loll-9' loll-1" 14-0" . 14'-1" 13'-10"! 13'-i 16-9' ie-a, 16-6" 16-716 2" ig-a' 17'-7' 1T-0" 16-9' 19-5' Is -el 19-3' 18' 4" 18 11" 1T-11" 5'-10' 15'-2" 15-814'" 14'-11 ;14W 17'-11" 17'-2",16-11 17'-9" 17'-5" i 16'-6" 19'-7" 19'-4" 19'.0" i6-9 16-4, 17'-5" Non- 1 20 1 10 16-10 IT-9' 16.6" 22'-0" 11'-1" 19-7" 24'-0" 23-5" 27 4' 26-T' 26-0" 24'-3" 19'-7" 18'-0" 1 17'-2" 23'4" 22'-0" 20'-5" 25'-9" 26-0" 23'-3" Snowl 20 1 15 17'-10 16-9' 16-S' 20'-T 19-6' 164" 27-1" 1 21'-S' 20-7" 23-8" 27-11" 22'-0' 18'-0" 17'-5" 16'-1" 1'-10' 20'-9" 19'-7' 23'-9" 23'-1" 21'4" 125% 20 1 20 16-r 16-11" 14'-7" 18'-11" 16-3" 17'-5" 2U-V' 19-11" 19-T 27.1" 21'-3" 20'4" 17'-8" 16'-7" 15'4" 20'4" 19'-8" 18'-2" 22'-7' 21'-5" 20'-5" 25 10 17'-T 16-10 16-9- 19-T 19-2" 18'-7" 21'4" 20'-l(r 29-3" 27-T 27-3' 21'4' 18'4" 17'-7" 16'4" 21'-0" 20'-T' 19'-6" 7-10' 27-6- 21'-9" 25 15 16'-1" 15'-T' loll-10" 18'-2" 1T-9' 1T-l" 19-111' 194" 16-T 21'-3" 20-6" 19-11" 17'-3" 16-8" 15'-5" 19'-7" 19'A" 18'4" 214' 20'-9" 20'-0" 24' O.C. 30 10 16-1" 16-10" 15'-1" 19-3" 1T-11" 17'-T 19-11" 19-7" 19-1" 21'-3' 20-11" 29-5' 17'4" 16-10' 15'-8" 19%7" 19'-3" 18'.9" 21'-5" 21'-0" 20'-6" Snow 30 15 16-2" 14'-9" 14'4" 1T-7' 16-T 16-T 19-T 16-T 1T-0" 29-0' 19-0" 18'-11" 164, 15'-11' 14'-11 18'-5" 18'-0" 17'-5" 20'-1" 19'-8" 19'-0" 115% 40 10 14-5" 14'-2" 13'-11" 164" 16-1" 15-9' IT-W 17'-7" 1T-7' 194" 16-9" 19-5" 16-6" 15'-3" 14'-7" 17'-7" 17'-4" 16-11' 19'-7' IVA0", 18'-6" 40 15 13-8' 13'-5" 13'-1" 1S-0" 16-T 1,00" 16'-11" 16'-T' 15-2" 18'-1" 1T-T 1T-3" 14'-9" loll-5" 14'-0" 16'-8" 16'-4" 16-11' 18'-7' 1T-10' 17'-4" 50 50 10 _ 15 13'- " 17-7" ! IL-9117-9' 17" 12'-1" 14'41" 14'-9' 14'-0 16'-3" 15-7" 16'-1" 15'" 15-91 1T 4" 16-T 17'-7 16-0" 16'-10" 15' 3' 14'-2" IT-6" 13'-11" 13'-4" 13'-7" 13'-0" 16'-0" 15'-?0'i 15'-4",14'-11 j 15'-7" 14'-3" 17'-5" 16'-2"! 17'-2" 15'-8" 16'-7" 14'-11' 14'-3' loll 0" 13' 9' loll-11' Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastem Specifier Guide • 08/04/2015 L61 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psfl Ipsq 115% and 125% Load Duration BCI® 6000s 1.8 Series 25/16" Flange Width 2 BCI° 6000s_1.8 —__- 4/12 4/12 8/12 or to i to Less 8/12 12/12 BCI° 6000s-1.8 _ 4/12 4/12 8/12 or I to to Less ; 8112 12/12 BCI° 6000s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 BCI° 6000s-1.8..___-__ 4/12 4/12 ' 8/12 or to ( to Less 8/12 i 12/12 Non- 20 10 26'-0" 24'-6" 27-9" 30'-11" 29'-2" 27-0" 35'-2" 33'-2" 30'-9" 38'-10" 36'-7" 34'-0" Snow 20 15 24'-7" 23'-1" 21'-4" 29'-3" 27'-6" 25'4" 33'-3" 31'-3" 28'-10" 36'-9" 34'-6" 31'-10" 125% 20 20 23'-6" 22'-0" 20'-2" 27-11" 26'-1" 24'-0" 31'-9" 29'-9" 2T4" 36-1" 32'-10" 30'-2" 25 10 24'-8" 234" 21'-8" 29'4" 27'-9" 25'-10" 33'4" 31'-0" 29'4" 36'-10" 34'-10" 32'-5" 25 15 23'-6" 22'-2" 20'-6" 28'-0" 264" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" 17' 0.a. 30 10 23'-7" 22'4" 20'-10" 28'-0" 26'-T' 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" Snow 30 15 22'-7" 21'4" 19'-9" 1 26-11" 25'4" 23'-0" 30'-7" 2T-10" 26'-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" 20'-7" 19-5" 25'-6" 24'-6" 23'-1" 29'-0" 2T-10" 26'-3" 31'-4" 30'-9" 29'-0" 40 15 21'-1" 20'-0" 18'-7" 25'-1" 23'-9" 22'-7' 27'-11" 27'-1" 25'-2" MAW 29'-3" 27'-10" 50 10 19'-10" 19'-1" 18'-1" 23'-7" 27-8" 21'-6" 26-9" 25'-9" 24'-0" 28'-8" 28'-3" 2T-1" 50 15 19'-10" 18'-11" 17'-8" 23'-7" 27-0" 21'-0" 25'-8" 25'-3" 23'-11" 2T-5" 27-0" 26'-5" Non- 10 23'-0" 22'-2" 20'-7" 28'-0" 26'-5" 24'-0" 31'-10" 30'-0" 2T-10" 35'-2" 33'-2" 30'-10" Snow,15N20 22'-3" 20'-11" 19'-4" 26'-6" 24-11" 23'-0" 30'-2" 28'-4" 26'-2" 33'-4" 31'-4" 28'-11" 125%20 21'-3" 19'-11" 16 4" 25'-3" 23'-8" 21'-9" 28'-9" 26-11" 24'-9" 31'-5" 29'-9" 27'-5" 25 10 22'-4" 21'-1" 19'-8" 26-7" 2T-1" 23'-5" 30'-3" 28'-7" 26'-7" 32'-5" 31'-7" 29'-5" 25 15 21'4" 20'-1" 18'-7" 25'4" 23'-10" 22'-1" 28'-3" 27'-2" 25'-2" 30'-3" 29'-5" 27'-9" 16" 0.c. 30 10 1 21'4" 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 284" 27'-4" 25'-0" 30'4" 29'-9" 28'-3" Snow 30 15 20'-0" 19, 4" 17'-11" 24'4" 23'-0" 21,4" 26,-8„ 26-0" 24'-3" 28,-6" 27'-10„ 26-10„ 115% 40 10 19'-5" 18'-T' 17'-T' 23'-1" 22'-2" 20'-11" 25'-5" 25'-0" 23'-10" 27'-2" 26-9" 26'-2" 40 15 19'-1" 18'-1" 16-10" 27-2" 21*-6" 20'-1" 24'-2" 23'-8" 22'-10" 25'-10" 25'4" 24'-8' 50 10 18'-0" 1T-3" 16'4" 21'-3" 20'-0" 19'-6" 23'-2- 22'-11" 22'-2" 24'-9" 24'.6" 24'-1" 50 15 17'-11" 1T-1" 16'-0" 20'4" 20'-0" 19'-0" 27-2" 21'-10" 21'4" 23'-9" 23'4" 27-10" Non- 20 10 22'-1" 20'-10" 19, 4" 26-3" 24'-10" 23'-0" 29'-11" 28'-3" 26'-2" 33'-1" 31'-2" 28'-11" Snow 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'4" 26'-7" 24'-7" 1 30'-8" 29'-5" 27'-2" 125% 20 20 19'-11" 18'-8" 17'-2" 23%9" 22'-3" 20'-5" 26-10" 25'4" 23'-3" 28'-8" 27'-8" 26-9" 25 10 21'-0" 19'-10" 18'-6" 24'-11" 23'-7" 22'-0" 27'-8" 26'-10" 25'-0" 29'-7" 28'-11" 27'-8" 25 15 2a-0" 18'-10" 17'-5" 23'-8" 22'-5" 20'-9" 25'-9" 25'-1" 23'-7" 27-7" 26-10" 26-11" 19.2" O.C. 30 10 20'-1" 19'4" 17'-9" 23'-9" 22'-7" 21'-1" 25'-10" 25'-5" 24'-0" 27-8" 27'-2" 26'-6" Snow 30 15 19'-3" 18'-2" 16'-10" 22'4" 21'-7" 20'-0" 24'4" 23'-9" 22-10" 26'-0" 25'-5" 24'-7" 115% 40 10 18'-3" 17'-0" 16'-6" 21'-3" 2a-10" 19'-0" 23'-2" 22'-10" 22'4" 24'-9" 24'-5" 23'-11" 40 15 17'-10" 17'-0" 16-10" 20'-2" 19-10" WAG' 22'-0" 21'-7" 21'-0" 23'-0" 23'-1" 27-0" 50 10 16-10 16'-2" 15'-4" 19'-5" 19%2" 18'-3" 21'-1" 20'-10" 20'-6" 22-7" 22'4" 21'-11" 50 15 164" i 16-1- 15'-0" 18'-T' 18'-3" 17'-10" 20'-3" I 19-11" 19'-5" 21'-8" 21'-3" 20'-10" Non- 20 10 20'-6" 19'4" 17'-11" 24'4" 23'-0" 21W 27%9" 26-2" 24'-3" 29'-9" MA I" 26-10" Snow 20 15 19'4" 18'-2" 16-10" 23'-0" 21'-8" 20'-0" 25'-8" 24'-8" 22'-9" 27'-5" 26'-7" 25'-2" 125% 20 20 1 18'-V' 17'-3" 15'-11" 22'-0" 20'-7" 18'-11" 23'-11" 23--1" 21'-7" 25'-7" 24'-9" 23'-7" 25 10 19'-5" 18'4" 17'-1" 22'-8" 21'-10" 20'4" 24'-8" 24'-2" 23'-2" 26'-5" 25'-10" 26-2" 25 15 18'-6" 17'-5" 16'-2" 21'-2" 20'-7" 19'-3" 23'-0" 22'-5" 21'44 24'-8" 24'-0" 23'-2" 24" O.C. 30 10 18'-7" 1T-7' 16-5" 21'-2" 20'-10" 19'-6" 23'-1" 27-8" 22'-2" 24'-9" 24'-3" 23'-8" Snow 30 15 17'-7" 16'-9" 15'-7" 19'-11" 19-6" 18'-7" 21'-9" 21'-3" 20'-6" 23'-3" 27-8" 21'-11" 115% 40 10 16'4' 1644 15'-3" 19'-0" 18'-8" 18'-2" 20'-8" 20'4" 20'-0" 22'-1" 21'-9" 21'4" 40 15 15'-11" 15'-7" 14'-8" 18'-0" 17'-8" 17'-2" 19'-8" 19'-3" 18'-9" 21'-0" 20'-7" 191-8" 50 10 ITT 14'-11" 14'-3" 17'-4" 17'-1" 16'-10" 18'-10" 184-8" 18'-4" 19'-10" 19'-5" 18'-9" 50 15 14'-7" 14'-4" 13'-11" 16'-T' 16'-4" 15'-11" 1T-11" 1T-4" 16'-0" 18'-3" 17' 8" EWP - Eastern Specifier Guide • 08/04/2015 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psfJ [psfJ 115% and 125% Load Duration BCI® 6500s 1.8 Series 29/16" Flange Width 9%' BCI° 6500s 1.8 1 V/V BCI° 6500s 1.8 4/12 4/12 8/12 or to to Less 8/12 12/12 14" BCI.6500s 1.8 16" BC_I° 6500s 1.8 4/124/12 8/12 or to to Less 8/12 12/12 4/ 12 or Less 4/ 12 to 8/ 12 8/ 12 to 12/ 12 4/ 12 or Less 4/ 12 to 8/ 12 8/ 12 to 112/12 Non- 1 20 10 26'40" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-8' 35'-0', Snowl 20 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-1" 34'-3" 32'-2" 29'-8" 37'40" 35'-7" 32'40" 125% 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26-11" 24'-9" 327-8" 30'-7" 28'-2" 36'4" 33'-10" 31--1" 25 10 25'-5" 24--1" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" 30'-3" 37'-11" 35'-10" 33'-5" 25 15 24'-3" 22'-10" 21'-2" 28'-10" 27'-2" 25'-1" 32'-9" 30'-10" 28'-7" 36'-2" 34'-1" 31'-7" 12" O. C. 30 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 25'-6" 32'-10" 31'-1" 29'-0" 36'-3" 34'-4" 32'-1" Snow 30 15 23'-4" 22'-0" 20'-5" 27'-8" 26'-2" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'40" 30'-6" 115% 40 10 22'-2" 21'-3" 20'-0" 26'-4" 25'-3" 23'-10" 29'41" 28'-8" 27'-1" 33'-0" 31'-8" 29'-11" 40 15 21'-9" 20'-7" 19'-3" 25'41" 24'-6" 22'-10" 29'-5" 27'-10" 25'-11" 31'-5" 30'-9" 28'-8" 50 10 50 15 20'- 6" 20'- 6" 19'- 8" _18'-8" 19'- 6" 18'-3" 24'- 4" 24'- 4" 23'- 4" 23'- 2" 22'_ 2" 21'- 8" 27% 8" 27'- 0" 26'_ 7" 26'- 4" 25'- 2" _ 24'- 8" 30'- 2" 28'.' 29'- 4" 28'- 5" 27'_ 10" I 27'-3" Non- 20 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34%2" 31'-9" Snowl 20 1 15 23'-0" 1 21'-7" 19'41" 27'-4" 25'-8" 23'-8" 31'-1" 29'-2" 26'-11" 34'-4" 32'-3" 29'-9" 125% 20 20 21'-11" 20'-6" 18'-11" 26-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 28'-2" 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 31'-2" 29'-5" 27'-5" 34'-1" 32'-6" 30%3" 25 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 29'-8" 27'41" 25'-11" 31'-10" 30'41" 28'-7" 161 O. C. 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23--1" 29'-9" 28'-2" 26'-4" 31'41" 31'-2" 29'-1" Snow 30 15 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-1" 26'-11" 25'-0" 30'-0" 29'-4" 27'-7" 115% 40 10 20'-0" 19'-3" 18'-2" 23'-10" 22'-10" 21'-7" 26'-9" 26'-0" 24'-6" 28'-7" 28'-2" 27%1" 40 15 19'-9" 18'-8" 1 17'-5" 23'-4" 22'-2" 20'-8" 25'-5" 24'-11" 23'-6" 27'-2" 26'-8" 25'-11" 50 10 18'-6" j 17'-9" 17'- 8" 16'- 11" 22--1" 21'- 5" 21'- 2" 21'- 0" 20'- 1" 24'-5" 24'-1" 220" 126'-1" I 25'-9" 25'-3" I 24'-7" i 24'-0" 16'-6" 19'-8" 23'-5" 23'-0" 22'-4" 25'-0" Non- 20 10 22'-10" 21'-6" 20'-0" 27'-1" 25'-7" 23'-9" 30'-10" 29'-1" 27'-0" 34'-0" 32'-1" 29'-10" Snow 20 15 21'-7" 20'-3" 18'-9" 25'-8" 24'-1" 22'-3" 29'-2" 27'-5" 25'-4" 32'-3" 30'-3" 27'-11" 125% 20 20 20'-7" 19'4' 17'-9" 24'-6" 22'-11" 21'-1" 27'-10" 26'-1" 24'-0" 30'-2" 28'-9" 26'-6" 25 10 21'-8" 20'-6" 19'4" 25'-9" 24'-4" 22'-8" 29'-1" 27'-8" 25'-9" 31'-1" 30'-6" 28'-5" 25 15 20'-8" 19'-5" 18'-0" 24'-6" 23--1" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26'-11" 19. 2" 0. C. 30 10 20'-8" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" 27'-3" 26'-6" 24'-8" 29'-1" 28'-7" 27'-4" Snow 30 15 19'-10" 18'-9" 17'-5" 23'-6" 22'-3" 20'-8" 25'-7" 25'-0" 23'-6" 27'-5" 26'-9" 25'41" 115% 40 10 18'-10" 18'-1" 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 23'-0" 26'-1" 25'-8" 25'-2" 40 15 18'-6" 17'-6" 16'-4" 17'- 5" 16'-8" 16-10" r - - r --- - 17'- 3" 16'-7" 15'-6" 21'- 3" 20'-10" 19%5" 23'-2" 22'-9" 22'-1" 24'-9" 24'-4" 23'-8" 23'- 6" 23'-1" i 22'-2" 21'-2" 50 10 50 15 20'- 5" 19'- 7" 19'- 10" 19'- 3" 18'- 10" 18'- 5" 22'- 3" i 22'-0" 21'-5" 2' -- —" — - 21'- 4" 21'-0" 20'-6" 23'- 9" 4- 22'- 10" Non- 20 10 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-6" 26'-11" 25'-0', 31'4" 29'-9" 27'-7" Snow 20 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'41" 28'-0" 26-11" 125% 1 20 1 20 19'-1" 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26'-11"' 26'-0" 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'4" 25 15 19'-1" 18'-0" 16'-8" 22'-3" 21'-5" 19'-101, 24'-3" 23'-7" 22'-6" 25'41" 25'-3" 24'-4" 24' o. c. 30 10 19'-2" 18'-2" 16'-11" 22'-4" 21'-7" 20'-1" 24%4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" Snow 30 15 18'-4" 17'-4" 16-1" 21'-0" 20'-6" 19'-1" 22'-10" 22'-4" 21'-7" 24'-5" 23'-11" 23--1" 115% 40 10 17'-5" 16'-8" 15'-9" 20'-0" 19'-8" 18'-9" 21'-9" 21'-5" 21'-0" 23'-3" 22'-11" 22'-3" 40 15 50 10 50 15 - 16'- 9" 16-- 1" 15'- 5' i 16'- 2" 15'-1" 15% 5" I 14'-8" 15'- 2" , 14'-4" 19'- 0" 18'-7" 18'-0" 20'-8" 20'-4" 19'-3" 21%7" 20'-9" 19'-8" 18'- 3" 17'- 3" 18'- 0" 16'- 8" 17'- 5" 15'- 11" 19'- 6" 17' 41" 1 19'- 0" 1 17'4" 18'- 5" 16'- 6" 19'- 10'_ 18'- 3" 19'- 5" 18'-9" 17'- 8" , 16'-10'- Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALL° 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 CALL° software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EVVP • Eastem Specifier Guide • 08/04/2015 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 25/4' Flange Width Duration BCI® 90s 2.0 Series 3Y2' Flange Width I I%" BCIo 60s 2.0 14" BCI° 60s 2.0 16" BOO 60s 2.0 11Ya" 4/12 or Less BCI° 90s 2.0 4/12 8/12 to to 8/12 12/12 14" BCI° 90s 2.0 1--r-- 4/12 4/12 8/12 or I to I to Less , 8/12 ;12/12 16" BCI° 90s 2.0 4/12 or Less 4/12 to 8/12 8/12 to 12/12 4/12 or Less 4/12 I to 1 8/12 8/12 to 12/12 4/12 or Less 4/12 to 8/12 8/12 to 12/12 4/12 or Less 4/12 to 8/12 8/12 to112/12 Non- 20 10 34'-l" 32'-2" 29'-10' 38'-9" 36'-7" 33'-11" 42'-11" 40'-6" 37'-7" 39'-0" 36'-10" 34'-2" 44'-3" 41'-9" 38'-9" 49'-0" 46'-3" 42'-11" Snow 20 15 32'-4" 30'-4" 28'-0" 36'-9" 34'-6" 31'-10' 40'-8" 38'-3" 35'-3" 37'-0" 1 34'-9" 1 32'-1" 41'-11" 39'4" 364" 46%5" 43'-7" 40'-3" 125% 20 20 30'-10' 28'-10' 26'-6" 35'-1" 32'-10' 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 39'-11" 37'-5" 34'-5" 44'-3" 41'-5" 38'-l" 25 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'-11" 37'.1" 35'.0" 32'.7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0" 40'-11" 25 15 30'-11" 29'-1" 26'-11" 35'-2" 33'-1" 30'-7" 38'-11" 36'-8" 33'-11" 35'-4" 33'-3" 30'-10' 40'-1" 37'-9" 34'-11" 44'-4" 41'-9" 38'-8" 12" O.C. 30 10 31'-0" 29'-4" 27'-4" 35'-3" 33'.4" 31'.1" 39'.0" 36'-11" 34'-5" 35'-5" 33'-7" 31'-4" 40'-2" 38'-0" 35'-6" 44'-6" 42'.1" 1 39'-4" Snow 30 15 29'-8" 28'-0" 26'-0" 33'4" 31'-10" 29'-7" 37'-5" 35'-3" 32'-9" 34'-0" 32--1" 29'-9" 38'-6" 36'-4" 33'4" 42'4" 40'4" 37'4" 115% 40 10 28'-2" 27'-0" 25'-6" 32--1" 30'-9" 29'-0" 35'-6" 34'-1" 32'-2" 32'-3" 30-11" 29'-2" 36'-6" 35'-0" 33--1" 40'-6" 38'-10" 36'-8" 40 15 27'-9" 26'-3" 24'-6" 31'-7" 29'-10' 27'-10' 34'-11" 33'-1" 30'-10' 31'-9" 30'-0" 28'-0" 36'-0" 34'-0" 31'-9" 39'-10" 37'-9" 35'-2" 50 50 10 15 26'-1" --------------- 26'-1" 25'-0" 24'-10' 23'-9" 23'-3" 29'-8" 29'-8" 28'-6" 28'-3" 27'-0" 26'-5" 32'.11" 32'-11" 31'-6" 31'-4" 29'-11" 29'-3" 29'-10" 29'-10"128'-5" 28'.8" 27'.2" 26'-7" 33'-10" 33'-10" 32'-5" 32'-3" 30'-10' 30'-1" 37'-6" 37'-6", 35'-11" 35'-8"133 34'-2" 5" Non- Snowl 125%1 1 20 20 20 1 10 1 15 1 20 30'-11" 29'-3" 27'-il" 29'-2" 27'-6" 26'-2" 27'-1" 25'-5" 24'-1" 35'-2" 33'-4" 31'-9" 33'-2" 31'-3" 29'-9" 30'-9" 28'-10' 27'-4" 38'-11" 36'-11" 35'-2" 36'-9" 34'-8" 32'-11" 34'-1" 32'-0" 30'-4" 35'-4" 33'-6" 31'-11" 33'-4" 31'-6" 29'-11" 31'-0" 29'-1" 27'-6" 40'-1" 37'-11" 36'-2" 37'-10" 35'-8" 33'-11" 35'-1" 32'-11" 31'-2" 44'-5" 42'.0" 40'-1" 41'-11" 39'-6" 37'-7" 38'-11" 36'-6" 34'-7" 25 1 10 29'-4" 27'-9" 25'-10' 33'-5" 31'-7" 29'-5" 37'-0" 34'-11" 32'-7" 33'-7" 31'-9" 29'-7" 38--1" 36'-0" 33'-6" 42'-2" 39'-10" 37'-1" 25 15 28'-0" 26'-4" 24'-5" 31'-10" 30'-0" 27'-9" 35'-3" 33'-2" 30'-9" 32'-0" 30'-2" 27'-11" 36'-3" 34'-2" 31'-8" 40'.2" 37'.10" 35--1" 16" O.C. 30 10 28--1" 26'-7" 24'-10' 31'-11" 30'-3" 28'-2" 364" 33'-6" 31'-3" 32--1" 30'-5" 28'-4" 36'-4" 34'-5" 32'-2" 40'-3" 38'-2" 35'-8" Snow 30 15 26'-11" 25'-5" 23'-7" 30'-7" 28'-10' MAT 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10" 32'-11" 30W" 38'-7" 36'-5" 33'-10' 115% 40 10 25'-6" 24'-6" 23'-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10' 29'-2" 29'-2" 28'-0" 26'-5" 33'-1" 31'-9" 30'-0" 36'-8" 35'-2" 33'-3" 40 15 25'-1" 23'-9" 22'-2" 28'-7" 27'-1" 25'.3" 31'-8" 30'-0" 27'-11' 28'-9" 27'-2" 25'-4" 32'-7' 30'-10" 28'-9" 36'-1" 34'-2" 31'-10" 50 10 23'-7" 22'-8" 21'-6" 26'-10' 25'-9" 24'-6" 29'-9" 28'-7" 27'-1" 27'-0" 25'-11" 24'-7" 30'-7" 29'-5" 27'-11" 27'-3" 33'-11" 33'-11", 32'-7" 30--11" 50 15 23'-7" 22'-6" 21'-0" 26'-10' 25'-T' 23'-11" 28'-7" 27'-8" 26'-5" 27'-0" 25'-9" 24'-1" 30'.7" 29'-2" 32'-4" 30'-3" Non- 20 10 29'-1" 27'-5" 25'-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29'-1" 37'-8" 35'-6" 33'-0" 41'-8" 39'-4" 36'-7" Snow 20 15 27'-6" 25'-10' 23'-10" 31'-3" 29'-5" 27--1" 34'-8" 32'-7" 30--1" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-1" 34'-3" 125% 20 20 26'-3" 24'-7" 22'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 28'-6" 30'-0" 28'-1" 25'-10" 34'-0" 31'-10" 29'-3" 37'4" 35'.3" 32'-5" 25 1 10 27'-7" 26'-1" 24'-3" 31'-4" 29'-8" 27'-7" 34'-9" 32'-10' 30'-7" 31'-6" 29'-10' 27'-9" 35'-9" 33'-10' 31'-6" 39'-7" 37'-5" 34'-11" 25 15 26'-3" 24'-9" 22-11" 29'-11" 28'-2" 26'-l" 33'.1" 31'-2" 28'-11" 30'-1" 28'-4" 26'-3" 34'-1" 32'-1" 29'-9" 37'-9" 35'-7" 32'-11" 19.211 O.C. 30 10 26'-4" 25'-0" 23'-4" 30'-0" 28'-5" 26'-6" 33'-2" 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" VAT 35'-10" 33'-6" Snow 30 15 25'-3" 23'-10' 22'-2" 28'-9" 27'-1" 25'-2" 31'-10" 30'-0" 27'-11" 28'-10" 27'-3" 25'-4" 32'4" 30-11" 28'-8" 36'-3" 34'-3" 31'-10" 115% 40 10 24'-0" 23'-0" 21'-9" 27'-3" 26'-2" 24'-8" 30'-2" 29'-0" 27'-4" 27'-5" 26'-3" 24'-10" 31'-0" 29'-10" 28'-2" 34'-5" 33'-0" 31'-2" 40 15 23'-7" 22'-4" 20'-10' 26'-10' 25'-5" 23'-8" 28'-1" 25'-10' 23'-9" 27'-0I 25'-7" 26'-11" 25'-6" 23'-10" 30'-7" 28'-11" 27'-0" 33'-10" 32'4" 29'.11" 50 50 10 15 22'-2" 22'-2' 21'-3" 21'-2" 20'-3" 19'-9" 25'-3" 23'-9" 24'-2" 23'-0" 23'-0" 21'-11" 25'-3" 23'-0" 24'-5" 21'-11" 25'4" 25'-4" 24'-4" 24'-2" 23--1" 22'-7" 28'-8" 27'-7" 267-2" 25'-7" 31'-10" 29'-8"I i 30'-7" 28'-8"t27'-5" 1 29'-1" 28'-8" 27'-5" Non- 20 10 26--11" 25'-5" 23'-7" 30'-7" 28'-10' 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27--0" 34'-10' 32'-11" 30'-7" 38'-7" 36'-5" 33'-10' Snow 20 15 25'-6" 23'41" 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' 30W" 28'-8" 26'-4" 27'-9" 26'-0" 23'-11" 31'-5" 29'-6" 27'-1" 34'-10" 32'-8" 30'-1" 25 10 25'-6" 24'-2" 22'-6" 29'-0" 27'-6" 25'-7" 32'-2" 30'-5" 28'-4" 29'-2" 27'-7" 25'-9" 33'-1" 31'-4" 29'-2" 36'-8" 34'-8" 32'-4" 25 15 24'-4" 22'-11" 21'.3" 27'-8" 26'.1" 24'-2" 30'.8" 28'-11" 26'-9" 27'-10" 26'-3" 24'-4" 31'-6" 29'-9" 27'-6" 34'-11" 32'-11" 30'-6" 24" O.C. 30 10 24'-5" 23'-1" 21'-7" 27'-9" 26'-3" 24'-6" 30'-9" 29'-1" 27'-2" 27'-11" 26'-5" 24'-8" 31'-7" 29'-11" 28'-0" 35'-0" 33'-2" 31'4" Snow 30 15 23'-4" 22'-1" 20'-6" 26'-7" 25--1" 23'-4" 27'-4" 26--1" 24'-5" 26'-9" 25'-3" 23'-5" 30'-3" 28'-7" 26'-7" 33'-7" 31'-8" 29'-5" 115% 40 10 22'-2" 21'-3" 20'-1" 24'-9" 24'-1" 22'-10' 24'-9" 24'-1" 23'-1" 25'-4" 24'-4" 23'-0" 28'-8" 27'-7" 26'-1" 30'-11" 30'-0" 28'-10' 40 15 10_ 15 21'-10" 20' 8" 19'-3" 22'-5" 21'-6" 20'-5" 22'-5" 20'-8" 19'-0" 21'-6" 20'-2" 18'-4" 20'-5" 19'-6" 17'-6" 24'-11" 23'-5" , 23'-4"22'-4" 23'-7" 22'-0" 27'-9" 26'-8" 25'-0" 28'-0" 26'.11" 25'-6" 50 50 20'-6" 19'-0" 19'-8" 18'-4" 18'-9" 17'-6" 20'-8" 19'-0" 20'-2" 18'-4" 19'-6" 17'-6" 22'-6" 21'-5" 20'-11" 25'-7" 23'-6" 24'-11" 22'-9" 24'-1" 21'-8" 25'-9" 23'-8" ; 25'-2" 22'-11, 24'-4" 21'-10" VIA t Boise Cascade EVJP - Eastern Specifier Guide - 08/04/2015 Roof Load Tables , Allowable Uniform Roof Load in ourfds- er lineal foot PLF and 125% Load Duration Use of these tables should be limited to roof slopes of 31/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 1 %" Flange Width 91/2' BCI® 4500s 1.8 11 W BCI® 4500s 1.8 14" BCI®4500s 1.8 16" BCI® 4500s 1.8 Total Load I Deflect. Total Load I Deflect. Total Load Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125% U240 Snow 115% Non- Snow 125% U240 Snow 115% Non- Snow 125% U240 Snow 115% Non - Snow 125% U240 6 315 343 338 367 353 383- 356 387 7 270 294 289 315 302 329 305 332 8 236 257 253 275 264 287 267 290 9 210 228 225 245 235 255 237 258 10 189 205 202 220 211 230 214 232 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 14 108 118 107 139 151 151 164 152 166 15 94 102 88 121 131 141 153 142 155 16 83 90 73 106 115 126 137 133 145 17 73 80 61 94 102 111 121 125 136 18 65 67 51 84 91 99 108 113 123 19 58 58 44 75 82 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 56 61 47 66 72 76 82 23 51 54 1 42 61 66 69 75 24 47 48 37 56 60 54 64 69 25 1 43 43 32 51 56 48 59 64 26 47 51 42 54 59 27 44 48 38 50 54 28 1 41 44 34 47 51 46 29 1 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 CALL® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least %4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade E" • Eastem Specifier Guide - 08/04/2015 i Roof Load Tables ,} Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Use of these tables should be limited to root slopes of 3'/s" per toot or less. For steeper slopes, see pages 15-18. BCI® 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 5000s 1.8 11 W BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load Deflect. Total Load I Deflect. Total Load Deflect. Span Length Snow 115% Non - Snow 125% U240 Snow 115% Non - Snow 125% U240 Snow 115% Non - Snow 125% U240 6 315 343 338 367 353 383 7 270 294 289 315 302 329 8 236 257 253 275 264 287 9 210 228 225 245 235 255 10 189 205 202 220 211 230 11 172 187 184 200 192 209 12 157 171 169 183 176 191 13 145 158 156 169 162 177 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 1 48 27 51 55 43 28 1 1 47 50 38 4 Boise Cascade E1nP . Eastern Specifier Guide . 08/04/2015 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) use of these tables should be limited to root slopes of Jmv per toot or less. . For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16" Flange Width 9'/z" BCI® 6000s 1.8 11'/e' BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125% L/240 Snow 115% Non- Snow 125% L/240 Snow 115% Non- Snow 1250/6 L/240 Snow 115% Non - Snow 125% L/240 6 360 392 375 408 390 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 188 180 196 183 199 14 145 158 135 161 175 167 182 170 185 15 126 137 111 150 163 156 169 159 173 16 111 121 92 140 153 146 159 149 162 17 98 101 78 126 137 137 149 140 152 18 86 86 66 112 122 108 130 141 132 144 19 74 74 56 101 110 92 120 130 125 136 20 63 63 48 91 99 80 108 117 119 129 21 55 55 42 83 90 69 98 107 1 - 112 122 22 48 48 36 75 79 60 89 97 88 102 111 23 42 42 1 32 69 70 1 53 82 89 78 93 101 1 - 24 61 61 47 75 81 68 86 93 25 54 54 42 69 75 61 79 86 26 49 49 37 64 69 54 73 79 27 1 43 43 33 59 63 48 67 1 73 65 28 1 1 55 57 44 63 1 68 58 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least'/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC 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 - 0810412015 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) use or tnese taDies snouia 4e nmitea to TOOT slopes or Sit- per root or less. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 29/16" Flange Width 91/2" BCI® 65OOs 1.8 117/e" BCI® 65OOs 1.8 14" BCI® 65O0s 1.8 16" BCI® 65OOs 1.8 Total Load I Deflect. Total Load I Deflect. Total Load Deflect. Total Load Deflect. Span Length Snow 115% Non- Snow 125% L/240 Snow 115% Non- Snow 125% L/240 Snow 115% Non- Snow 1250% L/240 Snow 115% Non - Snow 1250% L/240 6 360 392 375 408 390 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 188 180 196 183 199 14 154 168 147 161 175 167 182 170 185 15 140 152 121 150 163 156 169 159 173 16 123 132 101 140 153 146 159 149 162 17 109 111 85 132 144 137 149 140 152 18 94 94 72 125 135 118 130 141 132 144 19 80 80 61 112 122 101 123 134 125 136 20 69 69 53 101 110 87 117 127 119 129 21 60 60 46 91 99 76 108 118 113 123 22 52 52 40 83 87 66 99 107 96 108 118 23 46 46 35 76 76 58 90 98 84 103 112 24 41 41 31 67 67 51 83 90 74 95 103 25 60 60 45 76 83 66 87 95 26 53 53 40 71 77 59 81 88 79 27 47 47 36 65 69 53 75 81 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 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 36 35 43 43 33 Boise Cascade EWP • Eastem Specifier Guide • 08/04/2015 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/z' per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3Y2' Flange Width 11'/s' BCI® 60s 2.0 14" BCI® 60s 2.0 16" BOO 60s 2.0 11'/a" BCI® 90s 2.0 14" BOO 90s 2.0 16" BCI® 90s 2.0 Total Load NflAct 1TotalLoad Deflact Total Load indAct- Total Load IDeflactellect. Total Lo all Ineflect- Total Load IlDeflect- Span Length Snow o Non- Snow 0 Snow 0 Non- Snow 0 Snow 0 Non- Snow 0 Snow 0 Non- Snow 0 Snow 0 Non- Snow 0 Snow 0 Non - Snow 0 6 413 449 413 449 413 449 507 551 510 555 514 559 7 354 385 354 385 354 385 434 472 437 476 441 479 8 309 336 309 336 309 336 380 413 383 416 385 419 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 92 127 138 128 139 25 73 73 56 99 106 81 99 107 107 107 82 122 133 117 123 134 26 1 65 65 50 94 94 72 95 103 1 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 53 100 100 76 106 115 1 102 30 43 43 32 62 62 47 82 84 64 63 63 48 91 91 69 102 111 93 31 56 56 43 76 76 58 57 57 44 82 82 1 63 99 108 85 32 51 51 39 69 69 53 52 52 40 75 75 57 96 101 77 33 47 47 36 63 63 48 48 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 53 53 41 40 40 31 58 1 58 44 78 1 78 59 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Boise Cascade EVVP • Easeem Specifier Guide .0810412015 Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least'/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC yALg• software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI® Design Properties BCI® Joist Series Depth inches] Weight plq Moment ft-Ibs] El x 10e lb-in2] K x 106 Ibs] Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 1'/:" Bearing TR Bearing 3'h" Bearing ! 5'/." Bearing No WS'i • WSi2i No WSi'i WS« NoWSMWSj2iNoMMWSi2i9'/ 2 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 ' 2525 2750 4500s 11% 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 14 2525 3000 1. 8 14 2.7 3585 380 8 1825 950 1525 1450 1725 2350 3050 1 2525 3200 16 3.0 4090 515 9 1975 950 1625 1475 1975 2400 3200 i 2525 3350 9'/ 2 2.3 2725 175 5 1475 950 1125 1125 1275 2100 2350 j 2525 2750 5000S 11% 2.6 3485 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.9 4130 430 8 1825 950 1525 1475 1725 2350 3050 2525 3200 16 3.1 4715 580 9 1975 950 1625 1500 1975 2400 , 3200 12525 3350 9'/ 2 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11% 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 1 2650 3350 2950 3350 9'/ 2 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% 143.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 2. 0 016 3.8 8520 895 9 2175 1175 1625 1550 1975 2750 3650 ; 3200 3750 4. 3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 i 4000 4350 90s11% 144.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 2. 0 016 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) A - 5W1' W12 384 EI + K deflection [ in] w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb-in2] 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'e x 2.5') 2 1 %2 4 1'/2 8d Common 0.131'o x 2.5' 2 1'/2 4 3 10d & 12d Box (0.128'0 x T, 3.25') 2 11/2 4 3 16d Box (0.135'e x 3.5') 2 1'h 4 1 3 10d & 12d Common & 16d Sinker (0.148'e x 3% 3.25') 3 2 6 4 16d Common 0.162'e x 3.5' 3 2 6 4 BCI® DiaDhraam Table (') Dia hragm Capacity r2101 Ib/ft BCI° Series Unblocked 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 spacing no closer than 3" o.c. If more than one row of nails is used, the rows must be offset at least 2 inch. Simpson Strong -Tie A35 connectors may be attached to the side of BCI° 60s & 90s joist flanges only. Use nails as specified by Simpson Strong -Tie; do not attach connectors on both sides of a flange at the same location. NOTES: 1) See table 6 of ICC ESR 1336. 2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2306. 3.1 of the IBC or Table 23-II-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Boise Cascade EWP • Eastem Specifier Guide • 08/04/2015 Boise Cascade Rimboard Boise Cascade Rimboard Product Profiles 91/2' 117/e" 14" 16" 15/,s" 13 BC RIM BC RIM VERSA -LAM® VERSA -LAM® BOARD® OSB BOARD®* 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. 0 Perpendicular See chart for vertical load capacity. Min. 8d nails at 6' o c, per IRC. Connection per design professional of record's specification for shear transfer. 0, Parallel See chart for vertical load capacity. 0 Exterior Wall Sheathing Max. "/n• thickness eG•/AJs• Joists \ Perpendleular or parallel to dm A 1 dla through bolts (ASTM A307 Grades Aga, SAE J429 Grades 1 or 2. or higher with washers and nuts) or W dla lag screws (full penetratlon), staggered Yin -u 1" #r AAHAM4A 1rA1n Deck Joist Length Connection 12'-0• d Im 2 rows W bolt or lag saew, 24• oa 300 Pif max 12'-1•-19'-0' 2 rows W bolt or lag screw. 16' o c. (450 plf mat) Note: For snow, bads greater than 40 psf, and/or dead bads greater than 10 psf, size connedion per mac pff values sham above. Treated Ledger - use onry fasteners that are approved for use with corresponding wood treatment. BOISE CASCADE* Rimboard Notes: ',m Design of moisture control by others (only structural components shown above). For information on deck lateral load connections to meet the 2009/2012 IRC, contact Boise Cascade EWP Engineering. Min. 8d nails at 61 D.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 Lural Stress Elasticity Shear to Grain Product I Ib Ib/ft Ib/in2 Ibftn2 Ib/in2 Ibftn2 1" BC RIM BOARD° m 3300 I 3500 180 Limited span capabilities, see note 2 1" BC RIM BOARD ° OSB (2j 1'/a" BC RIM BOARD° OSB (2) 4400 3500 180 Limited span capabilities, see note 2 15/is" VERSA -LAM* 1.4 1800 (') 6000 4450 Permitted per building code for all nominal 2' thick framing floor diaphragms 1800 1.400,000 225 525 13/4" VERSA -LAM° 2.0 3100 (') 5700 4300 Permitted per building code for all nominal 3100 2,000,000 285 750 2' thick framing floor diaphragms Notes Product Closest Allowable Nail Spacing - See ICC ESR 1040 for further 1" BC RIM BOARD° m 1'W' BC RIM 15ha" VERSA -LAM 13/4" VERSA -LAM° Narrow Face (in] product information. 1" BC RIM BOARD° OSB (2) BOARD° OSB (2) 1.4 1800 01 2.031000) 2. See Performance Rated 8d Box (0.113'e x 2.5') 3 3 3 3 Rim Boards, APA EWS W345K for further product information. 8d Common (0.131'o x 2.5') 3 3 3 3 10d & 12d Box (0.128'e x 3', 3.25') See publication in note 2 for further nailing information. 3 3 16d Box (0.135'e x IT) 3 3 10d & 12d Common & 4 4 16d Sinker (0.148'e_x_3_', 3.25'). 6 616dCommon (0.162'ta x 3.5') Boise Cascade EWP • Eastern Specifier Guide - 08/04/2015 VERSA -LAM® Products O 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 -LAM® beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSA -LAM* beams shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: VERSA -LAM® beams, if stored prior to erection, shall be stored on stickers spaced a maximum of 15 ft. apart. Beams shall be stored on a dry, level surface and protected from the weather. They shall be handled with care so they are not damaged. VERSA -LAM* beams are to be installed in accordance with the plans and Boise Cascade EWP's Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to assure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSA -LAM* beams shall be evaluated by a model code evaluation service. Allowable -Holes .-in -VERSA -LAW 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" W, 7'/4" 1" 9W and greater 2" 1/s Depth 1/s Depth 1/s Depth 1/3 Span 1/s Span —` End Bearing Intermediate Bearing 6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification for Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 VERSA -LAM® Beam Details Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrier and lateral restraint air space Strap per code If top plate Is not continuous over heafler.—' Verity hanger capacity with hangeratbearing. required manufacturer between VERSA -LAM* concrete column and wood. n connector per design 1® Trimmers 1® professional Slope seat cut Bevel cut Beam to concrete/masonry walls Bearing framing into wall I Wood top plate must be flush with inside of wall Strap per code If Sloped seat cut Hanger top plate Is not Not to exceed continuous Inside face of bearing. jcutVERSA -LAM• DO NOj1nsIdebeyondace of wall without approval from t • Blockln not shown t or clarity. Boise Cascade EWP Engineering0 Moisture barrier between concrete and woodorBCCALC* software analysis. VERSA -LAM* Installation Notes Minimum of IN air space between beam and wall pocket or adequate barrier must be VERSA -LAM* beams are intended for interior applications only and should be kept as dry provided between beam and concrete/masonry. as possible during construction. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in Continuous lateral support of top of beam shall be provided (side or top bearing framing). your region's Specifier Guide. M-ultiple-M-em.ber_-Connectors— - Side -Loaded Applications Maximum Uniform Side Load [plf] Nailed nh 'A" Ola. Through Bolt m Y." Ols. Through Bolt") Number 2 rows 16d 3 rows 16dj 2 rows Q 12 rows (8 2 rows 2 rows (d 2 rows (8j 2 rowsofSinkers ® Sinkers ® 24" o.c. 12" o.c. ®6" o.c. 24" o.c. 12" O.C. ® 6" o.c. Members 12" o.c. 12" o.c. I staggered I staggered staggered staggered I staggered staggered 11%" VERSA -LAM* (Depths of 18" and less) 2 470 705 1 505 1010 1 2020 560 1 1120 1 2245 3ro 350 1 525 1 375 1 755 1 1515 420 840 1685 401 use bolt schedule 335 1 670 1 1345 370 745 1495 3Y2' VERSA -LAM* 20) use bolt schedule 855 1 1715 1 N/A 1125 2250 N/A III%" VERSA -LAM* (Depths of 24") Number Nailed 01 A" Dia. Through Solt") Y" Ola. Through Solt(O 3 rows 16d 4 rows 16d 3 rows Q 3 rows @ 3 rows ® 3 rows @ 3 rows @ 3 rowsof Members Sinkers @ Sinkers® 24" o.c. 8" 18" o.c. 6" 12" o c 4" 24" o.c 8" 18" o c. 6" 12" o.c. 4" 12" o c 12" o c staggered sta ered staggered ste ered staggered sta ered 2 705 940 755 1010 1515 840 1120 1685 3 a) 525 705 565 755 1135 630 840 1260 4 0) use bolt schedule 505 770 1010 560 745 1120 1. Design valuesgapp qto common ttbtandard B8 211981 (ASTM A307 Gr das A6B. SAE 1429 Grades 1 or or higher) A was er 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 %.' bolts and 2W for bolts. Bolt holes shag be the same diameter as the bolt 2 The nail schedules shown apply to both sides of a 3-member beam. 3. 16d bar nails = 0135' diameter x 3.5' length.1 d sinker nails = 0.148' diameter x 3. 5' length. 4. 7' vide beams must be top -loaded or loaded from both sides esser side shall be no less than % of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Piles Depth Nailing m Maximum Uniform Load From One Side 2)13W plies Depths 11%' d less 2 rows 16d box/sinker nails @ 12" o.c. 400 plf 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 pif 3) 13/."' plies m Depths 11'/." 6 less 2 rows 16d box/sinker nails @ 12" o.c. 300 ptf Depths 14' -18' 3 rows 16d box/sinker nails @ 12" o.c. 450 plf Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 600 plf Depths 18" 6 less 2 rows W bolts @ 24" o.c., staggered 335 plf Depth = 24" 3 rows bolts @ 24" o.c., staggered eve 8" 505 plf 2) 3'b' plies Depths 18" S less 2 rows''" bogs 0 24' o.c., staggered 855 pif Depth 20" - 24" 3 rows'6" bolts J1 24" o.c., staggered eve 8" 1285 pif 1. The nail schedules shown apply to and by 25%for ran -snow bad roofs 7. Connection values are based upon both sides of a 3-member beam. where the bAing code aim. the 2012 NDS. 2 16d bar nails = 0.135' diameter x 3.5' length, 16d sinker nails = 0.148' S. Use Amble load tables or BCCALCsoftwaretosizebeams. 8. fastenMaster TrussLok, Simpson Strong -Tie SDW or SDS, andUSP diameter x 3 25* length. 3 Beams wider than 7' must be 6. An equivalent specific gravity of 0 5 may be used when designing WS screws may also he used to connect multiple member VERSA. designed by the engineer of record. specdic conn bons with VERSA LAM• beams contact Boise WpCascadeEEngineering for 4, Ali values in these tables ma increased by 15%ior snow -bad roofs LAM! IuMer Information. Boise Cascade EWP • Eastern Speafier Guide - 08/04/2015 Designing Connections for Multiple VERSA -LAM® Members When using multiple ply VERSA -LAM* beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load - carrying capacity of the full member decreases significantly The following is an example of how to size and connect a multiple -ply VERSA - LAM* floor beam. Given: Beam shown below is supporting residential floor load 40 psf live load, 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14". _ rn Find, A multiple 13/4" ply VERSA -LAM• that is adequate to support the design loads and the member's proper connection schedule. 1 Calculate the tributary width that beam is supporting. 14' / 2 + 18'/ 2 = 16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC° to size beam. A Triple VERSA -LAM* 2.0 3100 1'/." x 14" is found to adequately support the design loads 3. Calculate the maximum plf load from one side the right side in this case). Max. Side Load = (18' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 1W 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 (d 12" staggered. 755 plf is greater than 450 plf OK VERSA -LAM® Floor Load Tables VERSA -LAM® 2.0 3100 (100% Load Duration) Top figure Allowable Total Load fplf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span fttl 1'/." VERSA -LAM• 2.0 3100 Double Ply 1'/.' VERSA -LAM• 2.0 3100 or 31W VERSA -LAM 2.0 3100 Triple Ply 1'/." VERSA -LAM• 2.0 3100 or 51/." VERSA -LAM 2.0 3100 Quadruple Pry N.." VERSA -LAM* 2.0 3100 or 7' VERSA -LAM 2.0 3100 7'/." 9W' 11Yi' 1 14" 71/.' 9'W' 11Yi' 14" 1 16" 1 18" 1 24" 9'W' 1IN." 1 14" 1 16" 1 18" 1 20" 1 24" 11Yi' f 14" 16" 1 18" 1 20" 1 24" 763 1063 1424 1795 1525 2126 2849 35W 4387 5232 5226 3189 4273 1 5384 1 6580 I 7848 7845 7838 5697 7179 8773 104631 10459 10451 6 762 1S25 1.814.4 2.416.1 3.3/8.2...1110. 1.8/4.4 2.4/6.1 3.3/8.24.1/10.3 5112.E 6115 6/15 2.4/6.1 3.3/8.2,4.1/10.3 5/12.6 6/15 6/15 6/15 3.3/8.2,4.1/10.3 5112.E 6/15 1 6/15 1 6/15 479 1 746 979 1207 957 1492 1957 2414 2886 3402 3913 2237 293E 3622 4328 1 5103 S876 5870 3914 4829 5771 UW 71134 7826 8 322 724 643 1447 2171 1.5/3.7 2.3/5.7 317.5 17/9.3 1.513.7 2.315.7 317.5 3.7/9.3,4.4/11.1 52/13 6115 2.3/5.7 3/7.5 3.719.3,4.4/11.1 5.2/13 6115 1 6/15 3/7.5 3.7/9.3,4.4111.1 5.2/13 6/15 1 6115 243 551 745 909 487 1102 1489 1617 2148 25M 3126 16S3 2234 272E 3222 37S3 4322 4688 2978 3635 429E S003 5763 6251 10 165 370 724 329 741 1447 1111 2171 28N 1.5/3 2.115.3 2.9/7.1 3.518.7 1.513 2.115.3 2.9/7.1 3.5/&7,14.1/10.3 4.8/12 6115 2.1/5.3 2.9/7.1 3.5/8.7,4.1/10.3 4.8112 5/13.8 6/15 2.9/7.1 3.5/8.7,4.1/10.3 4.8/12 5.5/13.6 6/15 182 413 665 liofi 364 825 1330 1617 1904 2209 2839 1238 1995 2425 285E 1 3313 38W 4259 2659 3233 1 M07 4417 5W7 5679 11 124 278 544 247 557 1087 WS 1 1631 2175 1.5/3 1.7/4.4 2.8/7 3.4/8.5 1.513 11.7/4.41 2.817 3.4/8.5 4/10.1 4.7/11.7 6/15 1.7/4.4 2.8/7 3.418.5 4110.1 4.7111.1,5.4113.4 6115 2.817 3.418.5 4110.1 4.7/11.1,,5.4113.4 6115 139 317 585 728 279 634 1170 1 1456 1709 1 1977 2601 950 1755 2184 2564 1 2965 1 3390 3901 2340 2912 3418 39S3 4519 5201 12 95 214 419 686 191 429 837 1372 643 1256 2058 1675 2745 1.5/3 1.S/3.7 2.7/6.8 3.4/8.4 1.5/3 1.5/3.7 2.7/6.8 3.4/8.4 3.919.94.6/11.4 6115 1.513.7 2.7/6.8 3.4/8.4 3.9/9.94.6/11.45.2/13 6/15 2.7/6.8 3.4/8.4 3.9/9.94.6/11.4 5.2113 6/15 109 248 488 662 217 496 976 1324 1550 1789 1 2399 744 1464 198E 2326 2683 3059 3598 1952 2647 3101 3577 4078 1 4797 13 75 169 329 540 150 337 1 659 1079 S06 988 1619 1317 2159 1.5/3 1.5/3.1 2.41W 3.318.3 1.5/3 1.5/3.1 2.4/6.1 3.3/8.3 3.9/9.7,4.5111.21 6/15 1.5/3.1 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.25.1/1271 6/15 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.25.1/1271 6115 86 198 390 585 173 395 779 1171 1 1418 1 1633 1 2226 593 1 1169 1 175E 1 2128 12449 12786 1 3338 1558 12342 1 2937 1 3265 1 3715 1 4451 14 60 135 264 432 120 270 527 864 1290 405 791 1296 1935 10S5 1728 2S80 1.5/3 1.5/3 2.115.3 3.2/7.9 1.5/3 1.5/3 2.1/5.3 3.2/7.9 3.819.E 4.4/11 6/15 1.5/3 2.1/5.3 3.2/7.9 3.819.E 4.4/11 5/12.5 6115 2.1/5.3 3.2/7.9 3.819.8 4.4/11 5/12.5 6/15 70 1 160 316 509 139 320 631 1018 1307 1502 2076 479 947 1527 1960 22S3 2558 3113 1262 2036 2614 3003 3410 4151 15 49 110 214 351 98 220 429 703 1049 1493 329 643 10S4 1573 2240 SW 1405 2098 2987 1.5/3 1.5/3 1.814.E 2.9/7.4 1.5/3 1 1.513 1.814.E 2.9/7.4 3.8/9.54.3/10.9 6115 1.5/3 1.8/4.6 2.9/7.4 38/9.5,4.3/10.94.9/12.3 6/15 1.6/4.6 2.9/7.4 38/9.5,4.3/10.94.9/12.3 6/15 57 131 259 427 113 262 518 854 1151 1390 1944 393 777 1 1281 1 1727 2085 1 2364 1 2917 1036 1708 2303 2780 3151 3t189 16 40 90 177 289 80 181 353 579 64 1230 271 1 530 1 W8 1 1296 184E 707 1158 1728 2461 1.513 1 1.513 1 1.6/4 2.6/6.6 1.5/3 1 1.513 1 1.6/4 2.6/6.6 3.6/8.9,4.3/10.7 6/15 1.5/3 1 1.6/4 2.616.E 3.6/8.9,4.3/10.7,4.9/12.2 6/15 1.6/4 2.616.E 3.6/8.9,4.3/10.7.4.9/12.2 6115 108 215 1355 93 217 430 710 1018 1274 1826 325 645 1065 1527 1911 2196 2739 860 1420 2036 2547 2929 3652 17 75 147 241 67 151 295 483 720 1026 226 442 724 1081 1539 2111 589 965 1441 2052 2814 1.513 1.5/3.8 2.315.9 1.5/3 1.513 1.513.E 2.3/5.9 3.3/8.4,4.2/10.5 6/15 1.5/3 1.513.E 2.3/5.9 33/8.4,4.2/10.5 4.8112 6/15 1.513.E 2.315.9 3.318.4,4.2I10.5 4.8112 6I15 90 180 298 77 161 360 596 894 1134 1701 271 540 ll 1341 1701 2051 2552 720 1191 1788 2268 2735 3402 18 64 124 203 56 127 1 248 407 607 864 191 372 610 910 129E 1 1778 496 813 1214 1728 2371 1.513 11.513.21 2.115.2 1.513 1.5/3 1.5/3.2 2.1/5.2 3.117.8 4/9.9 5.9/14. 1.513 1.5/3.2 2.115.2 3.1I7.8 419.9 4.8/11.95.9/14. 1.5/3.2 2.1/5.2 3.1/7.8 419.9 4.8/11.95.9/14. 1 2388 609 1516 3184 19 54 105 173 48 108 211 346 S 6 73513-719.415.8114.61.513 162 316 519 774 1102 1 422 6991 1032 4170 2032 1.513 1 1.513 11.914.71 1.513 1 1.5/3 1 1.5/3 1.914.7 2.817 1 1.513 11.914.71 2.817 3.7/9.4,4.6/11.4S.8114. 1.S13 1.9/4.7 2.817 3.7/9.4,4.6/11.45.8114. 65 130 215 54 1 129 259 430 647 915 1496 194 389 646 971 1373 1678 2243 519 861 1295 1830 2237 2991 20 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 129E 2240 362 593 885 1260 1728 2987 1.5/3 1.5/3 1.714.2 1.513 1.5/3 1.5/3 1.714.2 2.5/6.3 3.6/8.95.8114. 1.5/3 1.5/3 1.714.2 2.5/6.3 3.6/8.9,4.3/10.65.8/14. 1.5/3 1.7/4.2 2.5/6.3 3.6/8.9,4.3/10.85.8/14. 96 160 95 192 320 482 692 1304 142 288 480 724 1038 1382 1956 384 640 965 1383 1642 2608 22 68 111 70 136 223 332 473 1122 104 204 334 499 710 974 1683 272 445 665 947 1299 1 2244 1.5/3 1.5/3.5 1 1.513 1 1.5/3 1.5/3.5 2.1/5.2 3/7.4 5.6/13. 1.5/3 1 1.513 1.5/3.5 2.115.2 317.4 3.919.95.6/13. 1.5/3 1.513.5 2.115.2 3/7.4 3.919.95.6/13. 72 122 71 1 145 243 1 368 529 1092 106 217 365 552 793 1095 1638 290 486 736 1057 1460 2184 24 52 86 54 1 105 172 1 256 365 864 80 157 257 384 47 750 1296 209 343 512 729 1000 1728 1.513 1 1.5/3 1.5/3 1 1.5/3 1 1.513 18/4.4 2.5/6.3!5.1/12. 1.5/3 1.5/3 1 1.5/3 1.8/4.4 2.5/6.3 3.4/6.65.1112.f 1.5/3 1 1.5/3 1.8/4.4 2.5/6.3 3.4/8.65.1/12. 56 94 54 111 188 286 412 927 80 167 282 429 618 9% 1390 223 376 572 824 1139 18M 26 41 67 42 82 135 201 287 680 63 124 202 302 430 SW 1020 165 270 11.5/3.712.1/5.312.9/7.314.7/11.1 403 574 787 1359 1.513 1.5/3 1.5/3 1 1.5/3 1 1.5/3 1.5/3.7 2.1/5.3 4.7/11. 1.5/3 1 1.5/3 1 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3 4.7/11. 1.5/3 1.5/3 74 1 87 148 226 326 792 61 130 222 1 338 489 678 1188 174 296 451 1 652 1 904 1 1584 28 54 1 66 108 161 230 544 51 99 162 1 242 344 472 816 132 216 322 1 459 1 630 1 1088 1.5/3 1 1 1.5/3 1 1.5/3 1.5/3.2 1.8/4.6,4.4/10 1.5/3 1 1.5/3 1 1.5/3 1.5/3.2 1.8/4.6 2.5/6.3,4.4/10. 1.5/3 1 1.5/3 1.5/3.2 1.8/4.6 2.5/6.3,4.4/10. 59 68 118 180 262 1 639 102 176 271 393 546 95L_l 137 235 361 523 728 1279 30 44 54 88 131 187 1 442 80 132 197 280 384 664 107 176 262 373 512 W5 1.5/3 1.5/3 r1.5/3 1.513 1.6/4 3.819.5 1.5/3 1.513 1.513 1.6/4 2.2/5.5 3.8/9.5 1.5/3 1 1.5/3 1 1.5/3 1 1.6/4 2.215.5 3.819.5 Total Load values are limited by shear, moment or deflection equal to L@40. 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 ap nations. Span is measured center to center of the supports. Analyze multiple span beams with the C 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 or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. mimum Required Bearing Lengths remain the same for any number of plies. N. 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 bwssible to exceed the limitations of this table by analyzing a specific application with the SC CALC software. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 VERSA -LAM® Roof Load Tables , I VERSA -LAM® 2.0 3100 (115% Load Duration) Top Figure - Allowable Total Load (pIQ KEY TO TABLE Middle Figure Allowable Live Load (plq Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span IN 1'/V VERSA -LAM* 2.0 3100 Double Ply VERSA-LAM20 31003100 or Triple ly'VE SASLAM2.0 2. 00100 or Ouadrupl l S IRMS 2LAM002.0 3100 or 7Y." 9'W' 1 N." 1 14" 7'/." 9'h" 1 N." 14" 1 16" 18" 24" 9'W4" 111M." 14" 16" 18" 1 20" 1 24" 11 Yi' 14" 1 16" 1 18" 1 20" 24" 878 1223 1639 2065 1755 2446 3278 4130 5047 5232 5226 3669 4917 6195 7570 7848 7845 7838 655E 260 8100941 104631 10459 1 10451 13.8/9.4,4.7/11.65-8114.5 1 2152.817 3.819.44.7111. 215 2.8/7 3.8/9.4,4.7/11.85.8/14. 6115 1 6/15 28/7 6/15 6/15 6115 3.8/9.4,4.7/11.85.8/14.5 6/15 1 6/15 6/15 598 858 112E 1 1389 1197 1717 2252 2779 3321 1 3915 1 3913 2575 13379 1 4168 1 4981 5872 587E 5870 4505 5558 6642 7829 7834 7826 8 402 965 1. 814E 2.616.E 3.5/&6,4.3/10. 1.814.E 2.6/6.6 3.5/8.64.3/10.6.5.1112.71 6115 6115 26/6.6 3.518.64.3/10.65.1/12.7 6115 6/15 6/15 3.5/8.6,4.3/10.65.1/12.71 6115 6/15 1 6115 326 1 637 857 1046 651 1274 1714 2092 2472 28W 3126 1912 1 2571 1 3138 3709 4320 4695 4688 1 3429 4184 4945.1 5759 1 6259 6251 10 247 1 556 494 1111 1667 1. 5/3.1 2.4/6.1 3.3/6.2 4110 1.5/3.1 2.4/8.1 3.3/8.2 4110 4.7/11.95.5/13.8 1 6115 2.4/6.1 3.3/8.2 4/10 4.7/11.95.5/13.8 6/15 6/15 3.3/8.2 4/10 14.7/11.95.5/13.8 6/15 1 6115 244 526 765 931 487 1052 1531 1 1861 2192 2543 2839 1577 1 2296 2792 3288 3814 4265 4259 1 3062 3723 JIM SOBS 87 5679 11 186 418 371 835 1253 12.215.613.218.113.9/9.814.6/11.65.4/13.41 1 - 1. 5/3 2.215.E 3.2/8.1 3.919.8 1.5/3 2.215.E 3.2/8.1 3.9/9.84.6/11.65.4/13.4 6/15 6/15 6115 321&1 3.919.8,4.6/1165.4113.4 6/15 1 6115 187 424 674 838 1 374 848 1347 1676 1968 1 2276 2601 1272 2021 2514 2952 3414 3903 3901 2694 3353 3936 4S62 S203 5201 12 143 322 628 286 643 1256 965 1884 2512 1. 5/3 2/4.9 3.1/7.8 3.9/9.7 1.5/3 2/4.9 3.1/7.8 3.9/9.74.5/11.35.2113.1 6115 2/4.9 3.1/7.8 3.9/9.74.5/11.35.2113.0 6/15 6115 3.1/7.8 3.9/9.74.5/11.35.2113.1 6115 6/15 146 332 573 762 292 665 1146 1524 1785 2060 2399 997 1719 2287 2678 3089 3522 3598 2292 3049 3571 4119 4696 4797 13 112 253 494 225 506 988 759 11.714.212.9/7.213.8/9.5,4.5/11.*.1/12.95,9/14.7, 1482 1976 1 1. 5/3 1.714.2 2.917.2 3.819.5 1.5/3 1.7/4.2 2.9/7.2 3.8/9.54.5/11.25.1/12.9 6/15 6/15 2.9/7.2 3.8/9.54.5/11.25.1/12.95.9/14.7 6/15 116 265 493 674 233 530 987 1349 1634 1880 2226 796 14W 2023 2450 2821 3208 3338 1973 2697 3267 3761 4278 4451 14 90 203 396 648 180 405 791 1296 608 1187 1944 1 - 1582 1 2593 1. 5/3 1.513.E 27/6.7 3.6/9.1 1.5/3 1.511E 2.7/&7 3.619.1 4.4111 5.1/12.71 6/15 1.5/3.6 2.716.7 3.6/9.1 4.4/11 5.1/1275.8/14.4 6/15 2.7/&7 3.6/9.1 4.4111 5.1/1275.8/14.4 6/15 94 215 423 586 188 429 846 1173 1505 1730 2076 644 1268 1759 2258 2595 2946 3113 1691 2346 3011 3459 3928 4151 15 73 1 165 1 322 527 146 1 329 1 643 1054 1 - 494 1 965 1 1581 1 - 1286 2108 1. 513 1.513.1 2.5/6.1 3.4/8.5 1.5/3 1.5/3.1 2.516.1 3.418.5,4.3/10.9 5112 51 6115 1.5/3.1 2.516.1 3.41&5,4.3/10.9 5112.5 5.7114.2 6/15 2.516.1 3.4/8.5,4.3/10.9 5/125 5.7/14.2 6I15 77 176 347 515 153 352 695 1029 1327 1601 19" 528 1042 1544 1990 2402 27231 2917 1389 2058 2653 3202 3630 3889 16 60 136 265 434 121 271 530 SW 1296 407 795 1303 1944 1060 1737 2593 5/ 3 1.513 2.215.4 3.217.9 1.513 1.5/3 2.2/5.4 3.2/7.9,4.1/10.24.9/12.3 6/15 1.5/3 2.2/5.4 3.2/7.94.1/10.24.9/12.3 5.6/14 6/15 2.2/5.4 3.2/7.9,4.1/10.24.9/12.3 5.6/14 6/15 63 146 289 455 127 1 292 577 910 1173 1468 1829 438 866 1365 1760 2201 2531 2743 1154 1820 2346 2935 3374 3657 17 50 113 221 362 101 226 442 724 1081 339 663 1086 1621 884 1448 2161 1. 513 1.513 1.914.8 317.5 1.513 1 1.513 11.914.81 317.5 3.9/9.6 4.8/12 6/15 1.5/3 11.914.81 3/75 3.9/9.6 4.6/12 1 5.5113.8 6115 1.9/4.8 3/7.5 3.919.8 4.8/12 5.5113.8 6115 53 122 242 399 106 244 464 799 1045 1307 1726 367 726 1198 1567 1961 23164 1 2588 968 1598 2089 2614 3151 3451 18 42 95 186 305 95 191 372 610 910 1296 286 558 915 1366 1944 1 744 1220 1821 2593 1. 513 1.513 1.714.3 2.817 1.513 1.5/3 1.714.3 2.817 3.6/9.1,4.5111.4 6115 1.5/3 1.7/4.3 2.8/7 3.6/9.145/11.45.5/13.71 6/15 1.7/4.3 2.8/7 3.6/9.14.5/11.45.5/13.7 6/15 103 205 339 89 206 410 677 936 1171 16U 310 1 615 101E 1404 1757 2147 2450 820 1354 1872 2342 2862 3267 19 81 158 259 72 162 316 519 T74 1102 24T 475 1 778 1 1161 1 1653 633 1037 1548 2204 1. 513 1.5/3.8 2.5/&3 1.513 1 1.5/3 1.5/3.8 2516.3 3.4/8.64.3110.8 6115 1.5/3 1.5/3.8 2.516.3 3.4/8.64.3/10.85.3/13.1 6/15 1.513.8 2.5/6.3 3.418.64.3/10.85.3113.1 6115 88 175 289 75 176 1 350 579 43 1055 1551 263 525 868 1265 1583 1934 2326 699 1157 1686 2110 2579 3101 20 69 136 222 62 139 271 445 664 S45 208 407 667 996 1418 543 889 1327 1890 1. 5/3 1.513.4 2.3/5.6 1.5/3 1.5/3 1.5/3.4 2.3/5.6 3.3/8.2,4.1/10.2 6/15 1.5/3 1.5/3.4 2.315.E 3.3/&24.1/10.2,5/125 6/15 1.513.4 2.315.E 3.3/824.1/10.25/12.5 6/15 65 130 216 54 130 260 431 649 869 1407 194 390 647 973 1303 1593 2111 520 862 1297 1738 2124 2815 22 52 102 167 46 104 204 334 499 710 157 306 501 748 1065 1461 408 668 997 1420 1948 1. S13 1.513 1.9/4.7 1.513 1.513 1.5/3 1.914.7 28/7 3.719.3 6/15 1.5/3 1.5/3 1.914.7 2817 3.7/9.3,4.5/11.3 6/15 1.513 1.914.7 28/7 3.7I9.3,4.S111.3 6/15 99 164 98 197 329 496 711 1259 146 296 493 744 1 1066 1334 1889 395 658 992 1 1422 1779 2518 24 79 11.6/3.9 129 80 157 257 364 547 121 236 386 576 1 820 1125 314 515 768 1094 1500 1. 513 1 1.513 1 1.513 1.6/3.9 2.3/5.9 3.3/8.35.9/14. 1.513 1 1.5/3 1.613.9 2.315.9 3.3/8.3,42/10.45.9/14. 1.5/3 1146134912.315.9 3.3/8.34.2/10.45.9/14. 76 128 75 153 256 387 S55 1069 112 229 383 580 833 1132 1604 305 1 511 1 773 1110 1510 2139 26 62 101:::± 63 124 202 302 430 1020 95 165 304 453 645 885 1529 247 405 1 604 860 1180 2039 1. 5/3 1.5/3.3 1 1.5/3 1 1.5/3 11.513.31 2/5 12.817.15.4113. 1.5/3 1 1.513 11.5/3.31 215 2.8/7.1 3.819.65.4113. 1.5/3 11.51331 215 2.817.1 3.8/9.6,15.4/13. 60 101 58 120 202 1 306 441 919 87 180 303 459 661 914 1378 240 404 612 1 882 1219 1 1837 28 49 81 51 99 162 1 242 344 816 76 148 243 363 517 709 1224 198 324 484 1 689 945 1633 1. 513 1.5/3 1.5/3 1 1.5/3 1 1.513 1.7/4.3 2.4/641 5112.6 1.513 1 1.5/3 1 1.5/3 1.7/4.3 2.4/6.1 3.418.4 5/126 1.513 1 1 5/3 1.7/4.3 2.4/&1 3.4/8.4 5112.6 81 95 161 246 1 355 797 68 1 143 242 369 533 736 ' 1196 190 323 492 710 984 1594 30 66 80 132 197 1 280 664 62 1 121 198 295 420 576 9% 161 263 393 560 768 1327 1. 5/3 1 1.513 1 1.513 15/3.7 2.11543',4.7/11. 1.5/3 1 1.5/3 1 1.5/3 1.513.7 2.115.3 2.917.3.J/11. 1.5/3 1 1.513 1.5/3.7 2.1/5.3 2917.3,4.7111. Total Load values are limited by shear, moment or deflection equal to 1_1180. Total Load values are the Table values for Minimum Required Bearing Lengths are based on the allowable compression design capacity of the beam in addition to its own weight. value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, Live load values are limited by deflection equal to L/240. Check the local building code for other such as a weaker support material, may warrant longer bearing lengths. Table values assume that deflection limits that may apply. support is provided across the full width of the beam. Mere a Live Load value is not shown, the Total Load value will control. For 2-ply, 3-py or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Table values represent the most restrictive of simple or multiple span applications. Span is measured Load values. Minimum Required Bearing Lengths remain the same for any number of plies. center to center of the supppohs. Analy2e multiple span beams with the BC CALC• software if the 1% inch members deeper than 14 inches are to be used as multiple -member beams o lengthofanyspanisless0anhalfthelengthofanadjacentspan. PNY• Table values assume that lateral support is provided at each support and continuously along the top This table was designed to apply to abroad range of applications. It mayybe ssible to exceed the edge and applicable compression edges of the beam. limitations of this table by analysing a specific application with the BC CALCOsoftware. Boise Cascade EWP • Eastem Specifier Guide • 08/04/2015 VERSA -LAM® Roof Load Tables 4 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 IN 1'/."VERSA-LAM•2.03100 Double3l VERSARSSAMLAM31003100or Tnple S111%/"EVERMS AM' 2.0 310003100or Quadruple lyI%'AERSA-LLAMA00. 03100or 7Y-" 9,W' 11Y:' 14" 7,Y" 9•h' 11'/:' 14 18 18 24 9,/, 11Y:' 14" 18" 18" 20" 24" 11Yi' 14 16 18 20„ 24 954 1330 1782 2245 1908 2660 3%4 4491 5234 5232 1 5226 3990 5346 6736 7851 7848 7845 7838 7128 1 8981 1 104671 104631 104591 10451 6 2.2/5.5 3.117.6,4.1110.25.1/12 2.2/5.5 3.1/7.6,4.1/10.25.1/12.9 6115 1 6/15 61 55 3.1/7.6,4.1/10.25.1112.9 6115 6/15 6/15 6/15 1/10.25.1112.9 6115 6115 6/15 6/15 640 933 1225 1511 1279 1867 2449 3022 3611 3919 3913 2800 3674 4532 5417 5879 5876 W70 4899 M3 7222 78M 78M 7826 8 4W 5 214.9 12.917.113.819.4..4.6111. 2/4.9 2.9/7.1 3.819.4,4.6111.65.5113.8 6115 6/15 2.917.1 3.8/9.4,4.6111.65.51138 6115 6/15 6/15 3.819.4,4.6/11.65.5113.6 6115 6115 6/15 326 693 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 4033 4698 4695 4688 3729 4550 5378 6263 62-46251 10 247 556 494 1111 1667 1.513.1 2.7/6.6 3.6/8.9,4.4/10. 1.5/3.1 2.716.E 3.6/8.9,4.4/10.95.2/12.9 6/15 6115 2.7/6.6 3.618.9,4.4/10AU112.9 6115 6115 6115 3.6/8.9,4.4110.95.2/12.9 6/15 6/15 6/15 244 1 552 833 1 1012 487 1104 1 1665 2024 2384 27651 2839 165E 12498 3037 3576 4148 4265 4259 3330 4049 4767 5531 5W87 5679 11 186 1 418 815 371 835 1 1631 1253 1 2446 3262 1.5/3 2.3/5.8 3.5/8. 437101 1.513 2.3/5.8 3.5/8.8,4.3/10.7 5112.E 5.8114.E 6115 2.348 35/8.8,4.3/10.7 5/12.615.8/14.E 6/15 1 6/15 3.5/8.8;4.3/10.7 5112.E 5.8/14.6 6115 1 6/15 187 424 733 912 374 848 1465 1823 2141 2475 2601 1272 2198 2735 3211 3713 3907 3901 2931 3647 4281 4951 5209 5201 12 143 322 628 286 643 1256 965 1884 2512 1.5/3 2/4.9 3.4/8.4 4.2/10. 1.5/3 1 2/4.9 3.4/8.4 4.2I10.54.9/12.35.7114.3 8/15 214.9 3.418.4 4.2/10.54.9I12.35.7/14.3 6115 8/15 3.4/8.4 4.2/10.54.9/12.35.7/14.3 6115 6/15 146 332 623 829 292 665 1247 1658 1942 2240 2399 997 1870 2487 2913 1 3360 1 3604 3598 2494 1 3316 3864 4480 4806 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 197E 3238 1.513 1.7/4.2 3.1/7.8,4.1/10. 1.513 1.714.2 3.1/7.8.4.1/10.4,4.8112.1 S6114 6/15 1.7/4.2 3.1/7.8,4.1/10.44.8/12.1 5.6/14 6115 1 6115 3.1/Top. 1110.44.8/12.1 5.6114 6/15 6/15 116 265 521 734 233 530 1043 1467 1777 2048 222E 796 1%4 2201 266E 3068 3345 3338 2085 2934 3554 4091 4459 4451 14 90 203 396 6481 180 405 791 1296 608 1187 1944 1582 2593 1.5/3 1.5/3.6 18/7 419.9 1.513 1.5/3.6 2.8/7 4/9.9 14.8112 5.5/13.8 6/15 1.513.E 2.8/7 4/9.9 4.8112 5.5/13.8 6/15 6/15 2.8/7 4/9.9 4.8/12 5.5/13.8 6/15 6/15 94 215 423 638 188 429 846 1276 16M 1882 2076 644 1268 1914 2456 2823 3120 3113 1691 2552 3275 3763 4159 4151 15 73 165 322 527 146 329 643 1054 1573 494 965 1581 2360 1286 2108 3146 1.513 1.5/3.1 2.5/6.1 3.7/9.2 1.513 1.513.1 2.5/6.1 3.7/9 2;4.7111.85.4/13.6 6/15 1.513.1 2.5/6.1 3.719.2 4.7/11.85.4/13.6 8115 6/15 2.5/6.1 3.7/9.2k4.7/11.85.4/13.6 6/15 6115 77 176 347 560 153 352 695 1120 1443 1742 1944 528 1042 1680 2165 2613 2923 2917 1389 2240 2887 3464 3897 3889 16 60 136 265 434 121 271 530 868 1296 407 795 1303 1944 1 1060 1737 2593 1.5/3 1 1.5/3 2.215.4 3.5/8.6 1.5/3 1 1.513 2.215.4 3.518.64.4/11.15.4/13.4 6/15 1.513 2.2/5.4 3.5/8.64.4111.1,5.4/13.4 6/15 6/15 2.2/5.4 3.5/8.64.4/11.15.4/13.4 6115 1 6/15 63 146 289 1 476 127 292 577 951 1277 1597 1829 438 866 1427 1915 2395 2749 2743 1154 1902 2553 3193 3665 3657 17 50 113 221 362 101 226 442 724 1081 1539 339 663 1086 1621 2308 88411.9/4.813.1/7.8,4.2/10.55.2/13.1 1448 2161 3078 1.513 1.513 1.9/4.8 3.117.8 1.513 1.5/3 1.9/4.8 3.1/7.84.2/10.55.2/13.1 8115 1.513 1.9/4.8 3.1I7.8,4.2110.55.2113.1 6I15 6115 6115 6/15 53 122 242 399 106 244 484* 2.8/7 1137 1422 1726 367 726 1198 1705 2133 2572 2588 968 1598 2274 2845 3429 3451 18 42 95 186 305 85 191 372 910 1296 286 558 915 136E 19" 744 1220 1821 25W 1.5/3 1.513 1.7/4.3 2.8/7 1.5/3 1.513 1.714.3 4/9.9 4.9/12.3, 6115 1.5/3 1 7/4.3 2.8/7 4/9.9 4.9112.35.9/14.9 6/15 1.7/4.3 2.8/7 4/9.9 4.9/12.35.9/14.9, 6/15 103 205 339 89 206 410 677 L1016 1275 1 1634 310 615 1016 1524 1912 2336 2450 820 1354 2032 2549 3115 3267 19 81 158 1 259 72 162 316 519 774 1102 243 475 778 1161 1653 2268 633 1037 150 2204 3024 1.5/3 1.5/3.8 2.5/6.3 1.5/3 1.513 1.5/3.8 2.5/6.3 37/9.3,47/11.71 6/15 1.513 1.5/3.8 2.5/6.3 3.7/9.3,4.7/11.75.7/14.3 6/15 1.5/3.8 2.5/63 3.7/9.3,4.7/11.75.7/14.1 6/15 88 1 175 1 289 75 176 350 579 869 1149 1551 263 525 868 1303 1723 2105 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 996 1418 1944 543 889 1327 1890 2593 1.5/3 1.5134 2.315.E 1.513 1 1.5/3 115/3.4 2.3/5.6 3.4/8.44.4/11.1 6/15 1.5/3 1.5/3.4 2.3/5.6 3.4/8444/11.15.4/13.6 6/15 1.5/34 2.315.E 3.4/844.4/11.15.4/13.6 6/15 65 130 216 54 130 260 431 649 928 1407 194 390 647 973 1393 VIS 1 2111 520 1 862 1297 1857 2313 2815 22 52 102 167 46 104 2W 334 499 710 157 306 501 748 1065 1461 4N-J 668 997 1420 1948 1.5/3 1 1.5/3 11.914.7 1.513 1 1.5/3 1 1.513 11.914.71 2.8/7 4/9.9 1 6/15 1.513 1 1.513 11.914.71 2.8/7 4/9.9 4.9112.3 6/15 1.5/3 1.914.7 2.817 1419.9 4.9112.3. 6115 99 164 98 197 329 496 1 711 1288 146 2% 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 1 157 257 384 5471 121 1 236 386 576 820 1125 314 1 515 1 768 1094 1500 1.5/3 1.6/3.9 1 1.513 1 1.513 1.6/3.9 2.3/5.9 3.3/8.3 6/15 1.5/3 1 1.513 1.613.9 2.315.9 3.3/8.3,4.5/11.3 6/15 1.513 1.6/3.9 2.3/5.9 3.3/8.3,4.5/11.3 6115 76 128 75 153 256 387 555 1164 112 229 383 580 833 1150 1747 305 511 773 1110 1533 2329 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529J 247 405 604 860 1180 2039 1.513 1.5/3.3 1.5/3 15/3 1.5133 215 2.817.15.9114. 1.5/3 1.5/3 1.513.3 215 2.8/7.1 39/9.7,5.9114 1.5/3 1.5/3.3 2/5 2.817.1 3.9/9.7;5.9/14. 60 1011 58 120 202 306 441 1001 87 180 303 459 661 914 1501 240 404 612 882 1219 2001 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1.5/3 1.5/3 1.513 1.5/3 1.513 1.7/4.3 2.4/6.15.5113. 1.5/3 1 1.5/3 1 15/3 1.7/4.3 2.4/6.1 3.4/&45.5/13. 1.513 1 1.5/3 1.7/4.3 2.4/6.1 3.4/8.45.5/13. 81 95 161 246 365 861 68 143 242 369 533 738 1291 190 1 323 1 492 1 710 1 984 1 1721 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 283 393 560 768 1327 1.5/3 1.5/3 1.513 1.513.7 2.1/5.35.1/12. 1.513 1.513 1.513 1.513.7 2.1/5.3 2.9/7.35.1/12. 1.513 1.5/3 1.513.7 2.1153 2.9/7.35.1/12 Total Load values are limited by shear, moment or deflection equal to L/180 Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to 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 ap kcations. Span is measured center to center of the supports. Analyze multims multiplespanbeawithNe C CALC• software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width o1 the beam. For 2- ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load vallues. Ainimum 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 ap ly to abroad range of applications. It maybe possible to exceed the limitations of this table by ana zing a specific application with the BC CALCO software Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 VERSA -LAM° Allowable Nailing and Design Values Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA-LAM°/VERSA-RIM°. Use nails as specified by Simpson Strong -Tie. Nailing Parallel to Glue Lines Narrow Face) S, Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1Y." thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use Y" minimum offset between rows and stagger nails) VERSA -LAM® Design Values eS C S O J: x ! T T Rz t Y Grade Width in Depth in Weight Ib/ft[lb] Allowable Shear Allowable Moment ft-lb]in Moment of Inertia 41 Grade Width in Depth in Weight Ib/ft[lb] Allowable Shear Allowable Moment ft-lb] Moment of Inertia in' a c a co Lu > 1'/: 3% 1.5 998 776 5.4 c0 0 0 Ir 5% 8.0 5237 6830 63.3 5% 2.4 1568 1821 20.8 5% 8.4 5486 7457 72.8 7% 11.0 7232 12566 166.7 7% 3.2 2066 3069 47.6 9% 14.1 9227 19908 346.3 c c 04 S g 0 o: j 12/4 3% 1.8 1164 1058 6.3 9% 14.5 9476 20937 375.15% 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 9% 4.7 3076 6636 115.4 11% 18.1 11845 31913 732.6 9% 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0 11% 6.0 3948 10638 244.2 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 18 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 7 1 9% 16.6 12303 26544 461.7 3'/2 5'/: 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 1 976.8 11% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11% 12.1 7897 21275 488.4 16 288 21280 74728 2389.3 14 14.2 9310 29035 800.3 1 8 32.4 23940 93348 3402.01616.2 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 1 160732 8064.0 Design Property Grade Modulus of Elasticity Bending Horizontal Shear Tension Parallel to Grain Compression Parallel to Grain Compression Perpendicular to Grain Equivalent Specific Gravity for Fastener Design E(x 106 psi)(') Fb (psi)(2)t31 F (psi)(20) F, (psi)Ms/ F.„ (psi)al F.1(psi)a1c61 SG) VERSA-LAM°Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA-LAM6 Studs 1.72650 1.7 2650 285 1650 3000 750 0.5 VERSA-LAMa Columns 1.82750 1.8 2750 285 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)14 where L = 2. This value is based upon a load duration of 100% and maybe adjusted for other load durations. member length (ft]. Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)19 where d = member 6. Stress applied parallel to the gluelines. depth [in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. Boise Cascade EwP • Eastern Specifier Guide • 08/04/2015 VERSA -LAM° 1.8 2750 Columns c Allowable Axial Load (lb) c 31/." x 31/2" 31/2" x 43/a" 31/2' x 51/4" 31/2' x 51/2" 3%" x 7" 100% 115% 125% 100% 1 115% T 125% 1003% F115% 1 125% 100% 115% 125% 100% 1 115% 1 125% 4 15.265 16,750 17.650 19,100 20,950 1 22,070 22,920 25,150 26,500 24,020 26,350 27.770 30,570 33,545 35.345 5 12.830 13,770 14,320 16,050 17,220 1 17,910 19,260 20,670 21,505 20,185 21,660 22,530 25,690 27,580 28.680 6 10,580 11,190 11,540 13.240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8.745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18,350 18,835 8 7,295 7.590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 11,475 1 11,945 12,215 14,610 15,210 15,555 9 6,155 6.375 6,500 7.700 7,970 8,130 9,245 9.575 9,765 9,685 10.030 10,230 12.330 12,770 13,025 10 5,250 5,415 5.510 6,570 6.770 6.890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 10,850 11,040 11 4,525 4,655 4,730 5,660 5,820 5,910 6,795 6,990 7,100 7,120 7,325 7,440 9,065 9,325 9,475 12 3,935 4,040 4,095 4.920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4.320 4,420 4.480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 3,900 1 3,950 4,585 1 4,685 4,740 4,805 1 4,905 1 4,965 6,115 6,250 6,325 31/2 " x 71/4 " 51/4 " x 51/4 " 51/4 " x 5%" 51/4 " x 7" 51/4 " x 71/4 100% 1 115% 125% 100% 115% 125% 100% 1 115% 125% 100% 1159/6 125% 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 29,975 28,390 30.295 31,405 36,160 38,590 40,000 37,450 39,960 41,420 9 12,770 13,225 13,490 23,815 25,180 25,980 24,950 26,385 27,220 31,770 33,600 34,670 32.910 34,800 35.910 10 10,895 11,240 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 28,960 30.420 31,260 11 9.390 9,660 9,810 18,500 19,340 19,820 19,385 20,260 20,770 24,690 25,810 26,450 25,570 26,720 27,400 12 8,170 8.380 8,500 16,420 17,085 17,475 17,200 17.910 18,305 21,910 22,800 23,320 22.690 23,620 24,150 13 7,165 7,335 7,430 14,640 15,185 15.500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 1 21,430 14 6,335 6,470 6.550 13,120 13,570 13,830 13,750 14,220 14,490 17,510 18,110 18,460 18,140 18,760 19,110 15 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16,330 16.850 17,150 16 10,690 11,005 11,185 11,200 11.530 11,720 14,270 14,690 14,930 14,780 15,210 15,460 17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13.520 13,420 13,790 14.010 18 8,860 9,090 9,220 9.285 9.525 9,660 11.820 12,130 12,300 12,250 12,560 12,740 19 8,110 8,310 8,420 8,500 8,705 8,825 1 10.820 1 11,090 11,240 11,210 11,480 11,640 20 7,455 7,625 7,720 7,810 7,990 8,090 9,950 10,170 300 10,300 10,540 10,670 21 6,870 7,020 7,105 7,195 7,355 7,445 9,170 9.370 Ij 480 9,490 9,700 9,820 22 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used in dry service conditions. Contact projecPs design professional of record or Boise Cascade EWP Engineering for multi -piece column design. 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). 6) Lateral loads (wind loading) are not considered in this table. Modulus of Elasticity: E = 1.8 x 106 psi Bending: Parallel to Gluelines (Beam): Fb = 2750•(12/d)1° psi Perp to Gluelines (Plank): Fb = 2500'(12/d)"° psi Compression Parallel to Grain: FP cii = 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: Fr = 1650 psi 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 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300.000 150 Western Woods # 2 Grade 675 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Dimension lumber values taken from from 2012 NDS Supplement: Design Values for Wood Construction (per 2012 IBC/IRC). Repetitive member and size factors have not been applied. 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LSt411{tf .tIOY MR/AJ is rtl,a p rm = At WV R»OQt010NN~ EW1 ].N Ola ir»011 tO10 9eMf VFtlr•.,t6 a.. l'atY 1lJA.~•{• Krs..TlM. wl+AltRit:a.r tlas• .ww •tNsN tie Boise Cascade EWP • Eastem Specifier Guide • OBru4rwlo lt,>aCearnt.annl•1Jtp v,{wettl,xJl ltitlw awnt..aa.et,awnwlwrwllwr w.r.w,aa»< wr..ww w,., ,„< Framing C_o_nn _ tors - S_im_pson Strong Tie _ ITS lus SUR/L Joist BCI° Hanger a aary p01 BCI° Hanger a aary Header Joist D01 it BCI° Hanger apaary i Joist 9' 4500s ITS1.81/9.5 993 6-10d 9R 4500s IUS1.81/9.5 950 8-10d 9R 4500s SUR/L1.81/9 1081 12-16d 2-tOdxIW 5000S WOOS ITS2.06/9.5 ITS2.37/9.5 993 1225 6-10d 6-10d 5000E WOOS IUS2.06/9.5 IUS2.37/9.5 950 950 8-10d 8-10d WOOS WOOS SUR/L2.06/9 SUR/L2.37/9 1097 1343 14-16d 14-16d 2-10dx1'h" 2-10dx1'h" 6500s ITS2.56/9.5 1225 6-10d 6500s IUS2.56/9.5 950 8-10d 6500s SUR/L2.56/9 1343 14-16d 2-10dx1'h" 11Y1 4500E ITS1 81/11.88 1068 6-10d 11,. 4500s IUS1.81/11.88 1185 10-10d 11,y, 4500s SUR/L1.81/11 1306 16-16d 2-10dx1'h" 5000s ITS2 06/11.88 1068 6-10d WOOS IUS2.06/11.88 1185 10-10d WOOS SUR/L2.06/11 1350 16-16d 2-10dx1'h" 6000s 6500s ITS2 37/11.88 ITS2.56/11.88 1237 1237 6-1Od 6-10d 6000s 6500s IUS2.37/11.88 IUS2.5WI1.88 1185 1185 10-10d 10-10d 6000E 500sN SUR/L2.37/11 6/11 1385 1385 16-16d 16-16d 2-10dxllh, 2-10dxl'/, 80s ITS2.37/11.88 1237 6-10d 60s IUS2.37/11.88 1185 10-10d 0sr.6 37/11 1385 16-16d 2-10dxl'YV 9OS ITS3.56/11.88 1518 6-10d SOS IUS3.56/11.88 1420 12-10d or10 1906 14-16d 2-10dxl'h" 14 4500s RS1.81/14 1075 6-10d 14" 4500s IUS1.81114 1420 12-10d 14" 4500s1114 1675 20-16d 2-10dx1'h' 5000s ITS2.06/14 1081 6-10d 5000s IUS2.06/14 1420 12-10d SONS6/11 1693 18-18d 2-10dxl',V 6000s RS2.37114 1262 8-tOd 8000s IUS2.37114 1420 12-10d 6000s37/14 1693 18-18d 2-tOdxli4" 6500s ITS2.56/14 1262 8-tOd 6500s IUS2.58/14 1420 12-10d 6500s56/14 1693 18-18d 2-1Odx1'r4" 80s ITS2.37114 1262 8 tOd 60s IUS2.37114 1420 12-10d 8Os 37/14 1693 18-18d 2-tOdxt'h" SOS ITS3.56/14 1520 6 tOd SOS IUS3.56/14 1420 12-1Od SOS SUR/L414 2050 18-16d 2-10dx1'h" 16 4500s ITS1.81/16 1081 6-10d 18" 4500S IUS1.81/16 1660 14-10d 18" 4500s SUR/L1.81114 1887 20-16d 2-10dx1'h' 5000S ITS2.06/16 1087 6-1Od 5000s IUS2.06116 1660 14-10d 5000s SUR/L2.06/11 1920 18-16d 2-10dx1'h" 6000s ITS2.37/16 1268 6-10d 6000s IUS2.37I76 1680 14-10d 6000s SUR/L2.37/14 1920 18-16d 2-10dx1'h' 8500s ITS2 56/18 1268 6-10d 65005 IUS2 56/16 1660 14-10d 8500s SURI/L2.56/14 1920 18-16d 2-10dxl'h" 60s ITS2.37/18 1268 6-10d 60s IUS2.37/16 1660 14-10d 60s SUR/L2.37/14 1920 18-16d 2-10dx1'h" SOS ITS3.58/18 1520 6-10d 90s IUS3.56/18 1425 14-10d 90s SUR/L414 2250 18-16d 2-10dx1'h" MIT B U / HU MIU LSSU Joist BCI° Hanger Capacity Eleadl!L Joist Joist gCl° Hanger Capacity i poist BCI° Henthanger Capaary Header I Joist 9,', 4500s MIT49.5 30 8-18 2-10dx1'h"4500s MIU3.56/9 2305 16-16d 2-10dx1'h" 9 h 4500s LSSUl25 995 9-10d 7-10dx1'h" S000S WOOS MIT4.1 / .5 MIT359.5-2 2305 2305 8-16 8-16d TI_041 1'SOOOs 2-tOdx1W 6000s M1U4.12/9 M/U4.7519 2305 2305 18-18d 16-16d 2-10dx1'h" 2-10dx1'h" 5000s LSSU2.06 995 9-10d 7-10dxl'h" WOOS LSSU135 995 9-10d 7-1Odx1'h" 6500s MIT39.5.2 2305 8-16d 2-10dx1'h"6500s MIU5.12/9 2305 16-16d 2-10dx1'IN 6500s LSSUH310 1425 14-10d 7-10dxl'h" 11'/: 4500s MIT41188 2305 8-16d 2-1Odx1'h"4500s 11,1 MIU3.56/11 2880 20-16d 2-10dx1'h" I IIY. 4500s LSSUl25 995 9-10d 7-10dxl'h' MIU4412111 2880 20-16d 2-IOdx1'h" 5000s MIT4.12/11.88 2305 8-16d 2-10dx1'h"5000s 8000s 85OOs MIT3511.88.2 MIT311.88-2 2305 2305 8-18d 8-16d 2-10dx1'.4 2-10dx1h 6000s 6500s MIU4.75/1f MIU5.12/11 2880 2880 20-16d 20-16d 2-10dx1'r4 I 2-10dxl% 5000s LSSU2.06 995 9-10d 7-10dx1'h" 8000s LSSU135 995 9-10d 7-10dx1'r4' 60s MIT351188-2 2305 8-16d 2-10dxl'h" 60s MIU4475/11 2600 20-16d 2-10dxl'h" 6500s LSSUH310 1475 14-10d 7-10dxth SOS 1 87.12/11.88 3800 14-16d 2-10dxl'N SOS HU412.2 3275 22-16d 2-10dx1'h" 60S LSSU135 995 9-10d 7-10dxt'h" 14" 4500s MIT414 2305 8-16d 2-10dx1'h" 14" 4500s MIU3.56/14 3170 22-16d 2-10dx1'h" SOS LSSU410 1625 14-10d 12-10dxl'h" 5000s MIT4.12/14 2305 8-18d 2-10dx1'h" SOOOs MIU4.12/14 3170 22-18d WVA4500, 14" 4500s LSSU125 995 9-10d 7-10dx1'h' 8000s MIT3514-2 2305 8-18d 2-10dx1'h" 6000s MfU4.75/14 3170 22-18d WOOs LSSU2.06 995 9-10d 7-10dx1'h" 8500s MIT314-2 2305 8-18d 2-tOdx1'h' 8500s MlU5.f2/14 3170 22-18d 6000s LSSU135 995 9-10d 7-10dx1'h" 60s MIT3514-2 2305 8-16d 2-tOdx1'h" 60s MIU4.75/14 2700 22-18d h" 650Os LASUH310 1600 14-10d 7-10dx1'h" SOS B7.12/14 3800 14-16d 2-10dx1:5" 905 HU414.2 3870 26-16d 60s LSSUl35 995 9-tOd 7-10dx1rS" 18" 45003 MIT416 2305 8-16d 2-10 x1'h" 18" 4500s MIU3.56116, 3455 24-16d f 90s LSSU410 1625 14-tOd 12-10dx1'h" 5000s LBV4.12/16 2460 10-16d 2-10dxl'h" WOOS MIU4.f2/16 3455 24-16d A8000s e For more Information, call Simpson Strong -Tie 0° at itthe.rwebs99orvisittheirwebsite atIswww.strongtie.com General Notes Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong-Tle 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'Y.." per foot. Leave' h•" clearance (%" maximum) between the end of the supported joist and the head of the hanger. At max design capacity shown, hangers may exceed standard In to u". For proper installation of the VPA, the 2-10dx1'h" joist nails Forproperthrough the bend tabs must be installed at approximately a 45- degree angle. Support Requirements Support material assumed to be Boise Cascade structural composite lumber orsawn lumber (Douglas fir orsouthem Ine eeles). Minimum support width for single- and double -joist top mount Minimum hangersis 3". Minimum support width for face mount hangers with 10d and 16d nails is 1%" and 2", respectively. 8000s MIU4. 75/18 3455 24-16d h" M75/1823058-18d 2-10dx1'h' 6500s M/ T5.12/16 2305 8-16d 2-10dx1'h" 8500s MlU5.12/16 3455 24-18d 2-10dx1h" 60S MIT4. 75/16 2305 8-16d 2-10dx1'h" 60S MIU4.75/16 2125 24-18d 2-10dx1'h" SOS SZ12/ 16 3800 14-18d 2-10dx1'h" 90s HU414-2 3780 26-16d 2-10dx1'h" THAI Q nNnn VPA Joist BCI ° Hanger capacity Header Joisl Joist BCI ° Hanger apaary To Plate t Rafter 9, h, 4500s THA11. 81/22 1181 6-1Od 2-tOdx1'h" 9,h, 4500s LSSU125 995 9-10d 7-10WIN WOOS 6000s THAl2. 06/ 22 THA13522 1181 1393 6- 10d 6-1 Od 2-10dxt' h" 2-10dxl' N 5000S LSSU2 06 995 9-10d 7-10dx1'h" 6000s LSSU135 995 9-10d 7-10dx1'h" 6500S THA1322 1393 6-10d 2-10dx1'h" 6500s LSSUH310 1425 14-10d 7-10dx1''V 11'h 4500s THAI f.81/22 1443 6-10d 2-10dx1'h" 11Y' 4500s LSSUl25 995 9-10d 7-10dx1'h" 5000E THAl2. 06/22 1443 6-10d 2-10dxlh' S000s LSSU2.08 995 9-10d 7-tOdx1'h" 6000E 6500s THA13522 THA1322 1443 1443 6- 10d 6-10d 2-10dx1' h" 2-10dx1' h" 6000s 6500s LSSU135 LSSUH310 995 1475 9- 10d 14-10d 7-10dxl W 7-10dxl1iV 60s THA13522 1443 6-10d 2-10dx1'h" 60s LSSU135 995 9-10d 7-10dx1'h" 90s THA1422 1715 8-tOd 2-10dx1'h' 905 LSSU410 1825 14-10d 12-10dx1'h" 14" 4500s THAI1. 81/22 1600 6-10d 240dxl'h' 14n 4500s LSSU125 995 9-10d 7-10dx1'h" 5000s THAl2. 06/22 1600 6-10d 2-10dx1h" WOOS LSSU2.06 995 9-10d 7-10dxl, 6000s THA13522 1600 6-10d 2-10dx1'h" 6000S LSSU135 995 9-10d 7-10dx1'h" 6500s THAI322 1600 8-10d 2-1Odx1 h" 6500S LSSUH310 1800 14-10d 7-10dxl')V 60s THA13522 1600 6-10d 2-10dxl W 80s LSSUl35 995 9-10d 7-10dx1'h" SOS THA1422 1715 1 6-10d I 2AO&I'h" SOS LSSU410 1625 14-10dI 12-IOdx1'h" ovrse 4a . Q-1 . eaxcm QPoa.0 .. umo Framing Connectors - USP Structural Connectors Flange 1VTHO TFL Single.ist - Face Mount THE Face Mount...5' Joist Hanger SKH Joist Death gCl° Hanger apacity II t Jot BCI• Hanger a aaty i t Joist gCl° Hanger a aat iY ea er Joist I 9%. 4500sl TH017950 993 6 10d 2 10dx1W 954' 4500s THF17 225 910 8 10d 2 10dx1'h' 210dx1'h' 2 10dx1'h' 2 tOdz1'h" 9,h" 4500s SKH1720L/R 1153 14 10d 10 10dx1'h" 5000s TFL2095 993 6 10d 210dxl'h' S000s THf20925 910 8 10d SOOOs SKH2O20UR 1153 14 10d 10I0dx1IN II6000sTFL23951225610d210dxl'h' 6000s THF23925 1275 12 10d 6000s SKH2320UR 1384 14 tact 10 10dx1'h" 6500s TFL2595 1225 6 loci 2 10dz1h" 6500s THf28925 1275 12 10d 8500s SKH2520UR 1384 14 10d 10 10dx1f,' 11,h, 4500s TH017116 1068 6 10d 2 10dx1'h" 11V' 4500s THF17112 910 8 10d 2 10dxl'h" 2 10dx1'h' 2 10dx1'h' 2 10dx15V 210dx1'h' 210dx1W 11' 4500s SKH172OLIR 1434 18 10d 10 10dxl'h" SOOOs TFL20118 1068 6 lad 2 10dx1'h' 5000s THF20112 910 8 loci SOOOs SKH2O20L/R 1434 18 loci 10 tOdx1'h" 6000s TFL23118 1237 8 10d 2110 dx1 2 6000s THF23118 1300 14 10d 6000s SKH2320UR 1434 18 10d 10 10dx1'h' 6500s TFL25118 1237 8 10d 2 10dx1'h' 65005 THf28112 1300 14 loci 6500s SKH2520L/R 1434 18 10d 10 10dx1'h" 80s TFL23118 1237 6 loci 210dx1'h' 80s THf23118 1300 14 loci 60s SKH2320UR 1434 16 loci 1010dx1'h" 905 TH035118 1589 10 10d 210dz15§" 90s THF35112 1612 16 lad 90s SKH410UR 1900 16 16d (101 16d 14" 4500s TFL1714 1325 8 10d 2 10dx1'h" 14 4500s THF17140 1075 12 10d 2 10dx1'h" 2 10dz1'h" 2 10dx1'h" 2 10dx1'h" 2 10dx1'h" 2 10dx1h" t4 " 4500s SKH1724LIR 1562 1061 10d 10 10dx1h' 5000s TFL2014 1081 8 tact 2 10dxl'h" 5000s THF20140 1081 12 10d 5000s SKH2O24L/R 1562 18 10d 10 10dx1'h' 6000s TFL2314 1262 8 10d 2 10dx1'h" 6000s THF23140 1350 18 10d 6000s SKH2324UR 1562 18 tact 10 10dxl',V 6500s TFL2514 1262 B 10d 2 10dxt'h" 6500s THF26140 1350 18 tact 6500s SKH2524L/R 1562 18 10d 10 10dxl'A" 60s TFL2314 1262 8 10d 2 10dx1'h' 60s THF23140 1350 18 tact 80s SKH2324UR 1562 16 10d 10 10dx1'h" 90s TH035140 1625 12 lad 2 10dx15S" 90s THF35140 1650 20 10d 90s SKH414UR 2050 (221 6di (101 16d 18' 4500s TFL1716 1081 8 lad 2 10dxl' " 5000s TFL2016 1087 6 10d 2 10dz1'h' 6000s TFL2316 1268 8 loci 2 10dz1'h" 6500s TFL2518 1288 6 loci 2 tOdx1'h' 60s TFL2316 1268 8 10d 2 10dx1'h' gas TH0351So 1660 12 10d 2 10dx15S" Double Joist - Top Flange THO Double BPH 18 4500s 5000s BOOOs 6500s BOs 90s THF17157 1475 24 10d 2 10dxl'h' THF20157 1465 24 lad 2 10dx1N THf23180 1382 22 10d 2 10dxlW THf28180 1362 22 loci 2 tOdx1'h' THF23160 1362 22 10d 2 10dx1'h" THE35157 1687 22 loci 2 10dx1'h' Double Joist - Face Mount THE Double HD 4500s SKH17241.0'1690 16 10d 10110dx1'h' 5000s SKH2O24UR 1562 16 10d 10 10dxll 6000s SKH2324L/R 1890 18 loci 10 10dz1'h' 16 8500s SKH2524L/R 1690 18 10d 10 10dx1h" 60s SKH2324L/R 1890 18 1ad 10 10dx1h" 90s SKH414LIR 2250 22 16d 11011116 Field Slope and Skew Joist Hanger LSSH Joist BCI• Hanger Capacity derl I Joist Joist Death BCI• Hanger Ca aary Header Death gCl° Hanger Ca acity Header tli I oist 9h" 4500sl TH035950 2050 (101 10d 10 16d 10 16d 10 16d 2 10dx1'h" 6 10d 8 loci 8 10d 9,%. 4500s THF35925 137(121 10d 2 10dz1'h' gy,• iRd LSS 190 5000s TH020950-2 2330 5000s THF20925.2 1390 12 10d 6 lad 6000s TH0239S0-2 2825 6000s THF2392S-2 6500s THF2592S-2 1625 14 10d 6 10d 0 0 06500sTH0259SO-2 2825 1390 12 10d 6)10d 11' 91 11'/1 4500s TH6351 88 2050 10 10d 10 16d 10 16d 10 16d 10 16d 10 18d 2 10dx1'h' 6 10d 8 loci 8 10d 8 10d 6 tact 4500s THF35112 1825 16 10d 2 10dx1'h' 5000s TH020118.2 2330 5000s THF20112-2 1855 18 10d 8 10d 0 6000s TH023118-2 2925 60005 THF23118.2 1855 18 tact 8 loci 0 0 8500s TH02S118.2 2925 850Os! THF25118-2 1855 16 10d 8 10d 6 60s TH023118.2 3212 60s THF23118-2 1855 18 loci 8 loci 9 90s 8PH71118 3455 90s HD7120 2255 16 16d 8 loci19 214' 4500s TH035140 2315 12 tact 10 16d 12 16d 12 16d 12 18d 2 10dx1'h" 6) 10d 8 10d 8 10d 6 10d 8 tad 14 4500s THF35140 2320 18 10d 2 10dx1%," 14' 012 05000sTHO20140.2 2330 5000s THF20140-2 2320 20 10d 8 tad 6000s TH023140-2 3350 6000s THF23140.2 2540 20 tact 6)10d 6500s TH02S140.2 3350 6500s THF25140.2 2500 20 10d 8 10d 60s TH023140.2 3535 60s THF23140-2 2540 20 10d 8 10d 16" 90s I BPH7114 3455 112U§d 90s H07140 2820 20 16d 8 10d 18' 4500s TH03SI60 2359 12 loci 2 10dx1'h' 4500s THF17157-2 2425 22 10d 2 10dx1'h' 5000s TH020160-2 2330 10 16d 6110d 5000s 6000s THO23160.2 3137 12 16d 616, 6000s THF21160-2 3050 24 10d 8 tad 6500s TH025160.2 3137 12 18d 6 6500s HF2S160.2 3000 24 loci 8 loci S P For more Infoc Information, 00, STRUCTURAL CONNECTORS' USP Structural Connectors U= 031~ n` at 1-800-328-5934 or General Notes www.uspconnectors.com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or support conditions: contact supplier or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI• Joist end reaction capacities—whicheverisless. All capacity values are downward loads at 100% load duration. Use sloped seat hangers and beveled web stiffeners when BCI• Joist slope exceeds''/.' per foot. Leave' ha" dearance C/o' maximum) between the end of the supported joist and the head of the hanger. For BCI• Joist applications, consult USP for capacity reduction. Support Requirements Support material assumed to De Boise Cascade ppstructural composite lumber or sawn lumber Douglas fir or southern pine species). Minimum support width for single- and double -joist top mount hangers is 3": (1'h" for HO hangers). Minimum support width for face mount hangers with 10d and 16d nails is 13W and 2", respectively. 60s TH023160.2 3535 12 16d 8 60s THF23160-2 3050 24 10d 8 10d 90s SPH71! 3455 10 18 8 90 H07l80 3385 24t6d 8 loci Adjustable MSH TMP Joist 0 BCI° Hanger Capacity ili i Joist BCI° Hanger a adty To Plate Rafter 500 9, h. 500 TMP 5 12 8 0 Od 1':" 5000s 5000 P 25 6 0 4 0 6000 6000s TMP 3 1375 6 10 4 10 6500 8 5 3 0 11Y' 00 11' h 500 50 8 5000 000s TMP21 1 90 8 lad 4 10 x1' " 1431 1OP25 6500s MSH226100x16500s14256 0 pdx;' 0 2322 601425 6 lad gas 8 0 6 90 0 6 0 14" 5 14" 00 8 0 5000s 5000 1290 8 0 0 x1' " 60005 M H2322 550 8 10 4 loci ' 6000s TMP 3 525 8 10 4 0 650 5 0 0 00 P 8 0 0 6 0 0 '' 0 5 8 0 90S gas 850g 0 0xl1W 16" 500 S 1722 1668 16110d 4110dxl',N' 16' 4 as TM 5000s SOOas TMP 290 6 10 4 0 6000 668 061 ' 3 0 650 22 668 6 00 5 550 0 S 22 6 0 60 550 6 Boise Cascade EWP • Eastem Soeafier Guide • 08/04/2015 irFi' • _ - _ " ->. -.rr- - .+ ice «N +.., . !may • ' f , LLAE Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to enhance their own businesses. Boise Cascade Engineered Wood Products build better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ sustainability/certification-audits/ or view our green brochure at www.bc.com/instl1. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSCO Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEED® points under U.S. Green Building Council® residential and commercial green building programs including LEED for Homes and LEED for New Construction. Boise Cascade Engineered Wood Products are available as PEFC® Chain - of -Custody certified, SFI® Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCI® Joist, VERSA -LAM®, and ALUOisr products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. If in doubt, ask! ! For the closest r Boise Cascade EWP distributor/support center, call 1-800-232-078" 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. For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com Your Dealer is: ID 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 41 RECORD COPY W is U4* City of Sanford Building and Fire Prevention + Product Approval Specificatio Form gl11LDIAl 1 8- 10 3 4 SANFOno Permit # o ppProjectLocationAddress3884 32=A-r- ASK 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.floridabuildinQ.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 14. Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls y Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R1O Other June 2014 i Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature ny% Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online B:us_i.ness 8 PrLofe_s sional Regukat ion, BCIS Home Log In I User Registration ' Hot Topics Submit Surcharge : Stats 6 facts I Publications - FSC Staff BCIS Site Map I Links I Sear. db Pi r YYY?1 Product Approval j USER: Public User Product Aooroval Menu > Product or Aoolicabon Search > Aoolication List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ASTM D1929 1996 ASTM D2843 1999 ASTM D63S 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLIS036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/hvww.floridabuilding.org/pr/pr_app_dti.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FLIS036 R2 AE (al Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6% "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 I1 (a) Inst 15036.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval iS036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 61 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 It (a) Inst 15036.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 61 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 1S036.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval iS036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.S.odf pa icu rs. iS036.6; f. Classi_cCraft Fiberglass Door, 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing %/ Inswing (X) Configuration; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 li la) Inst 15036.6.odf Approved for use outside HVHZ: Yes, Verified By: Lyndon F. Schmidt, P.E. 43409' Impact Resistant: No Created by Independent Third Party: Yes, Design Pressure: N/A' _ Evaluation Reports Other: See INST 15036.6 for Design Pressure Ratings, any' FLt S036 R2 AE (a) Eval 15036.6 odf I dditional use limitations, installation instructions and product Created by Independent Third Party: Yes; particulars. nrn/nr nr ann tl acnY /3— 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8, h. ClassicCraft Fiberglass Door; 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use _ _ Installation Instructions Approved for use in HVHZ: Yes IFL15036 R2 II (a) Inst 15036.8.odf1 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 1S036.8 for Design Pressure Ratings, any_ - FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product, Created by Independent Third Party_ Yes particulars., 15036.9 i. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 If (a) Inst 15036.9.odf Approved for use outside_HV_ HZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.9df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10; j. ClassicCraft_fiberglass Door', 8'O "Non -Impact" Opaque Double Fiberglass Door with "Non-, Impact" Sidelites - Outswing / Inswing (OXXO) Configuration' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf_ Approved for use outside HVH_Z_: Yes verified By: Lyndon F. Schmidt, P.E. 43409' Impact Resistant: No Created by Independent -Third_ Party_ Ye_s,. Design Pressure: N/A'1 _ _ _ _ _- , _ _ - _ Evaluation Reports _ Other: See INST 15036.10 for Design Pressure Ratings, any', iFL15036 R2 AE (a) Eval 15036.10.Ddfi additional use limitations,_ installation instructions and_product. Created by Independent Third Party, Yes, particulars.; The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addi If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 45S, F.S., please dick here_. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 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 S DoorExteeriorriorDoor I IS Industrial Or. 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 10 # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 10 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-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 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring 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. 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. Sianed & Sealed by Lyndon F. Schmidt, P.E. 0 112111191tsJf$ Signed & Sealed by SCHf0i Lyndon F. Schmidt, P.E. No 43409 cc 9 STATE OF O ' v Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTS WING 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 shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the 1I IVHZ- this product a 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 3 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 meet water infiltration requirements for "HvHZ". 8. Inswing configurations and outswing configurations using sill items #31 & H33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units sholl 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 CONIEMS DESCRIMON Typical elevations. design pressures Al eneral notes Door panel detals Horizontal cross sectionsMVerticalcrosssections Buck and frame anchoring . 2X buck masonry construction Frome anchoring - I X buck masonry construction Ball of Materials & Components 37s MAX. OVERALL WIDTH OVERALL r _-DESIGN'P.RESSURE MSF) DIfNENSION POSRIVE.= NEGATIVE; INSWING 37.5" x 98.0" +75.0 -75.0 OUTSWING 37.5" x 96.5" +75.0 -75.0 4 3 n fit Vi U N yi' Z O ZID V 9d& N mda` 4 CZ M NTS e.. JK L BY: LFS WM NO- FL-15036.6 11 1 Or 7 EXTERIOR 46 INTERIOR ri—*'\ HORIZONTAL CROSS SECTION 36.0'MAX. F DOOR PANEL "DATH 0193 E0 - co Lr 1.4r x 0 n_ rL e T L C! W-(@ L 1.4r 10)_MIPAMEI T ua to NOTE: WOOD DOOR COMPONM: OAK ($G >= OA7) EXTERIOR INTERIOR 2"\ VERTICAL CROSS SECTION ck: 051%1 1 luz 0 Lc N.T.S GY. JK L OW, LFS FL— 15036.6 0 ry 2 or 7 0 44 1 1/d'MIN. 4 4 DAB. jiYP. _ : • '•.jS n x n 20 C A U: * ' G 6; n j •. J O O O O (I N •: 8 v' o • 0 40 7 Rc3 9dca21cc INTERIOR m ' m d a m € 4oz 1 2 $ i ; qa 3 3 3 3 •. o v EXTERIOR 10 10 N 9 i i it opnE W N = 0d3HORIZONTALCROSSSECTION 1.1/I•MIN. 3 Shownw/IKsubbuck 1.1/1'MIN. I 10, 3EMS. (TYP. S EMS. (IYP. z 4 4 4 C D n a B O.IS CSINKCSINKm L ram P' 20 00 N N 8 40 g 7 7 INTERIOR INTERIOR o o a a o^o EXTERIOR EXTERIOR 10 K N Z 40 10 B o., 02 2a 12 L 27 9 saac. N.T.S. C E on BY. JK e E a«. IV. LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION mwm No, 3 Culswing shown • 3 Outswing shown • kuwing FL-150J6.6 also aDPnrved dso approved y,M J or 7 z 6 EXTERIOR J" f /"" INTERIOR 1 VERTICAL CROSS SECnON 4 Ouhwing shwon . inswing also aDP ed EXTERIOR INTERIOR EXTERIOR —' L' f"`. INTERIOR 2 VERTICAL CROSS SECTION j Shown w/IX sub Mk 3 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION q Outswing configuration 4 Outswing conilaurotion see general noFes sheet I see general rw es. sheet 1 for HVHT water Inflhation tar 11vHt water infiltration requirements requirements 4, a n z O 6 n z z chiE CW R o o. x maaCL7 Q; E: N.T.S. c. er: JK c er: LFS vu NO.: FL-15036.6 4 or 7 MASONRY OPENING I 2X BUCK TYP. HEAD b JAMBS $ L h d O to MASONRY — TYP. HEAD — OPENING 3 JAMBS FRAME 2X BUCK O T MASONRY 3 OPENING 3 2X BUCK BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB For OP <- 48 PSF Mawrny 2X buck constructlon for OP r_ 48 PSF CONCRETE ANCHOR NOTES: I. 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 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 1/4' 1.1/4' Y 4' TAPCONo ELCO a 1/4' 1.1/4' ULTRACON r. MONia(nomwmum S/8' wipe Gbrcnce, r end detome. a roc. rpocrnp or II weod=rowstoprevent"10MCorwood. Ni I to MASONRY TYP. HEAD OPENING JAMBS = FRAME O 2X BUCK AFT 11 BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF LATCH A DEADBOLTDETAIL FRAME ANCHORING Masonry 2X buck construction for OP > 48 PSF and OP <= 75PSF HINGE DETAIL CZ%; in in Cv a O 11 H Z M •: z n SgE i u 8 9doa on C mm a4 f= 7a Vl NQ U z o: a L z W)- WK O O UQ p B mm ku. N. T. S G Br JK m r er: LFS ; UMG No. FL-15036.6 a oa 5 a 7 G MASONRY OPENING FRAME 1 X BUCK STRIKE JAMB FRAME ANL HURInc. Masonry 1 X buck construction For OP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor loccoons at she comers may be odWed to maintain the mh edge distance to mortar Jolnh" 2. Concrete anchor locations noted as 'MAX. ON CENTER• muss be adjusted to ma6Hain the min. edge distance to mortar joints. addlRonol concrete anchors may be reamed to ensue the MAR. ON CENTEr dtmensbn ore not exceeded. 3. Concrete anchor table: 1. wood Screws to prevent ANCHOR'. ANCHOR MIN.'. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT MASONRY TOADJACENT TYPE EDGE - EDGE ANCHOR IT`"' • 1/r 1.1/4• r 4• TAFCON Irvv • JlIP 1.1/r r iAtCON W000 R IINSTALLATION distance. I• end distance, 6 I• o.c. sparing ofMalntalnombdnwmS/B•edge HINGE JAMB J - MASONRY TYP" HEAD OPENING & JAMBS FRAME — — 1 X BUCK F ttP. SILL FRAME ANCHORING Masonry 1 X buck construction For OP > 48 PSF and OP <= 75 PS` LATCH B DEADSOLT DETAIL HINGE DETAIL 1` i( VN j fox Z 'o 04 ma`af IA: 3a U Q q x iZI 4J J OU m = 3 } LtW in Z} O Z t c E: 02124112 a: N.T.S. c. W. JK r. or. LFS ONG NO.: FL-15036 6 tr 6 or 7 BILL Of MATERIALS REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. I /d" SHIM SPACE WOOD D I /4" X 2-3/t"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4"XI-3/4"ffWCONCRETESCREW S G 3/16' X 3-i/4"PFH ITW CONCRETE SCREW STEEL H I /4" x 3.1/4" PFH rtW CONCRETE SCREW STEEL I I /4" X 2-I /4' PFH ITW CONCRETE SCREW STEEL J 1/4" X 3.314' PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L N8 X 2-I/2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT) STEEL SHORT REACH COMPRESSION WEATHER-STRIP FOAM LONG REACH COMPRESSION WEATHER-STRIP FOAM 4" X d" HINGE .09T' THK. STEEL N 10 X 3/,('PFH WOOD SCREW HINGE TO FRAME] STEEL 21 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL HEADER JAMB PINE SG >= 0.42 WOOD SIDE JAMB PINE SG >= O.a2 w000 KWIKSETDEADBOLT-SIGNATURESERIES780STEEL LATCH STRIKE PLATE STEEL 28 OEA0801T 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 ODOR PANEL DETAIL SHEET FOR DETAILS 41 WRIi YIElO STRENGTH Fy l(MIFIBERGLASS PSI TM TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD— 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE N, II : W' gO`iNn N I •'•• \\ J 0 0 0AN > a o F 436' '/ I I` 1t ` s o i o z oZu 19 yp NERD ICE g' O Jamb V d a t.63" SI BUMP ACE RESHOIDLO ONE c o$ m 7 y al a c m 5.75" —I & 111 L 1 N N h SEIf ADJUSTING SADDLE IREHOID W W o eh 00 0 L" ts6' AA i 136' _ w a 1 W 2b w w J m a L ^' Z a a¢.02124112 i I scut. N.7.5. o NIGH WATER DAM iHRESHOID owo. BY, X m' COIL W .. LFS ; opAwu No: a FL-15036.6 u sNter 7 of 7 Q 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. 9913 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96. ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM 01929-96. ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 11 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. Signed & Sealed by ed, e SCWi6!'p°0 oo Lyndon F. Schmidt. P.E. C/1 0o Sig ned & Sealed by F ••.• eoLyndon F. Schmidt, P.E. t No 43409 44 - 0 : IY` Lyndon F. Schmidt, P.E. O':. STATE OF :4V FL PE No. 43409 0 ` 10/16/2017 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compfionce with the 61h 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. a. 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 3 R301.2.1.2. 5. For N stud homing construction, anchoring of these units shag 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. Outsving configurations using coastal sill item R39 under active doors and all sills used under sidegtes meet water infiltration requirements for'HVHZ'. 8. Inswing configurations and outswing configurations using sill items R31 8 R33 under the active door do not meet the wafer Infiltration requirements for the "HVHi. Inswing units shag 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 conoDv or overhana to sill ls less than 45 dearees. TABLE OF CONTENTS SHEET B DESCRIPTION I Typical elevations, design pressures 3 general notes 2 Door panel details 3 Sidegte panel details & Glazing detal 4 Horizontal crass Sections 5 Vertical cross sectim 6 1 Vertical cross sections 7 Buck and home anchoring - 2X buck masonry construction 8 lame anchoring - I X buck mosonry construction 9 BR of Mate6ots 3 Components 09 53.13" MAX. OVERALL WIDTH --{ T_r L9 Zz O 4 5= T SWS{ a P ULL O i'1 AV. O ''' • p o a s E. =m R,• Sdmd d.206 .7 a 4 O SWING. OVERALL FRAME. DIMENSION. DESIGN PRESSURE (PSF) _ WRHOUTSURFACE _' BOLTS - -. - - WITH SURFACE BOLTS POSITIVE NEGATIVE-' POSRIVE- NEGATIVE=• INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 tc' N. T.S. c er JK rn. LFS WHO W.: FL-15036.7 xr I or -L EXTERIOR V W INTERIOR 46 R m 07a m HORIZONTAL CROSS SECTION a r maaa 4 C= 2360MAX. a DOOR PANEL WIDTH 2 A o J W EXTERIOR INTERIOR aWL 4.11' J m 00 F- l AredII 77 HL e T 1 O 2 N N a pW W zO 41 10 DOOR ANEI L I C4aic uon e z NOTE WOW DOMCOMPONBi15:OAKISO>=0A7) a7t 02124112 i SME N.T.S. ° W HINGE SIIIE b l011bM RAIL 2 VERTICAL CROSS SECTION MG. BY. JK m 2 oac er. LFS ; MUM No, c n FL-15036 7 a N 9RR -2- or -2-tJ 13.7 PANT 7. DA SO SIOEIRE PANEL TOTE: wOOO SK1fl11E COMPONENTS: PINE (SG >- 0.471 NOTE: I Spacing for ilem 018 L #29 (life frame screws) is as follows: From the bottom up on sides: 6.5, wtlh 7) more spaced of 9.88" o.c. there ore (2) screws bath lop and bottom 2.13" in from each corner. EXTERIOR INTERIOR iORIZONTAL CROSS SEMN MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR L r ISr SI SIDELn TOP & STM. It, GI GLAZING DETAIL S 6ss Hole glass w/ pvc @e trams MIN. kSS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS n N g * b• j Q;Q om J 1 0 Ono 2 uN•: Sl o u 10 D L oa maa xV ,Ogo i5 gEg go 8 §u F 0 o J j O VI EXTERIOR INTERIOR 1 VERUCAL CROSS SECTION 3 a N.T.S. BY. JK sr. LFS wwc NO.. FL-15036.7 V 3 or 9 G SEE NOTE I ` ` M D 14 SO INTERIOR f f 21 L EXTERIOR 1 4 2 20 4 n, II 0.15 F•`- C'SINK 1 t pp.) yIU-5BC d 1•1/4'MIN. 1 HORROMALCROSSSECTION 61 EMS. (TYP.) 4 OutrMng stlowrl -inswing Otto oPpnoved S 4 3 3 4 S 6 6 6 S S 5 INTERIOR EXTERIOR OTE: I. The sideGle is direct set into the jomb with (12) item MM (N8 X 2 PFH wood screw). There ore (d of eoch verticol jomb from the top down of 13.5'. 31". 48 5" 3 66". SEE NO EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration 4 HORIZONTAL CROSS SECTION 4 kswtng configuaton n.l1r saw INTER EXTEI 5 HORIZONTAL CROSS SECTION 4 Sfawnw/lXsub•buck INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswtng shown . Inswing also approved n V'• of n 11111111 Z oo 0 UN.;Z t\ Z s a 0 Z cowcys p It 9m N m 0,06 4 n CZ0 ZW o toz tn U N U u o 1.1 /1' MIN. 0 nEMS. (TYP.) ILL N.T.S. or. JK m C. er LFS 3 kwac NO: FL-15036.7 " 0 xt 4 or 9 O U3 9y INTERIOR 1 VERTICAL CROSS SECTION s Outring shwon . kwAe also approved m M r .....lr;- p . emu:• N.T.S. mvc sr. JK 10 CNK. er: LFS ; ORAYMC NO.: Q N FL— 1 5036.7 u si¢cr 5 ar 9 0 fn Z so + SEE NOTE I INTERIOR EXTERIOR T VERTICAL CROSS SECTION 6 00. in-M 3 VERTICAL CROSS SECTION 6 Ouhwing configuration EXTERIOR SEE NOTE 1 C C ao INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration Z n E zmoa amda o CcE ski 2 VEIMCAL CROSS SECTION 6 Shown w/I x sub -buck NOTE: I. Anchors assy lhru head and sill at 4" In from each corner end. 4 VERTICAL CROSS SECTION 6 inswing conriguration I a[: N. T S or. JK ° r. er: LFS i 6VAK fro.: ° FL-15036.7 E' -L 00 G I I i QtQ Air V,* ,:q toaimSEE OEfAII TYP. HEAD MASONRY TYP, HEAD MASONRY OPENING d JAMBS ^ E o m o OPENING 3 JAMBS $ R w$ 5 e a d M TYP. _ D 4• m a n L MULLION fn C " SHOWN FOR L o° z REFERENCE FRAME 2X BUCK ONLY CL: _ No U LL ` O 2X BUCK ( y ce o R — F TYP. — 11: 0 A N I SILL j o YY SEE DETAIL 2 a a mm 1 BUCK ANCHORING STRIKE JAMS FRAME ANCHORING HINGE JAMS Masonry 2X buck construction z 63 Y n 7 C O O y N N v V1 CONCRETE ANCHOR NOTES: 28 M OUTSWING W o v I. Concrete anchor locations at the comers may be adjusted to maintain the min. ut edge distance to mortar joints. INSWING 63 ba o 2 z 2. Concrete anchor locotlons noted as MAX. ON CENTER" must be adjusted to DETAIL 1 DETAIL I ie maintainthemin. edge distance to mortorjolnts, additional concrete anchors Attach sur(oce bolt Attach surface boll 9 may be required to ensure the MAX. ON CENTER' dimension are not exceeded. shike plate to trome strike plate to frame K i g3. Concrete anchor table: M OVTSWING os shown (OuhvhV) as shown (Inswingl 10 65 66 e e INSWING 27 _ z u° am 02 2s 12 i iLATCH iDEADSOLTDETAIL 63 swt N.T.S. 01 o F 63 HINGE DETAIL °"c °^ JK m DETAIL 2 DETAIL 2 CNK. ft LFS ; WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surface bolt °""""G N0•° r= 1. Maintain a minimum 5/8" edge distance, I"end distance, d 1" o.c. spacing of strike plate at the threshold strike plate of the threshold FL-150J6 7 0 is wood screws to prevent the splitting of wood. Lowe) Memel sax 7 or 9 O ANCHOR ANCHOR MIN.'„ MIN. CLEARANCE .MIN. CLEARANCE TYPE SIZE EMBEDMENT 09 TO MASONRY TO ADJACENT . EDGE. ANCHOR ITw I/ a• T t/a• r a" TAPCON ELCO 1/ a• 1.1/d" 1• 4" ULTRACON TW a 3/16" 1.1/a• 3" 1.1/r TAPCON r SEE OEUIL 1 1 TYP. HEAD a MASONRY JAMBS OPENING pb Jy TYP. Z 2 dr G j FRAME 3 I O 1 x BUCK a F TYP. IN Slll J J e I Z SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. 1 X buck corlshuction cr edge distance to mortarJoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to 6 maintain the min. edge distance to mortar joints. additional concrete anchors 3 may be required to ensure the MAX. ON CENTER' dimension are not exceeded. t 3. Concrete anchor tattle: ANCHOR ANCHOR MIN.. MIN, CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY.--. Y. TOADJACENTEDGE ANCHOR IiW a 1/ 4" 11/d" r r TAPCON t1Wt 3/ 16" 1- 1/d' TAPCON W000 SCREWINSTALLATION NOTES: M r t rend distance,& l'o.c. wac&vOf 2 5 1. Maintain a mirtmum 5/8" edge distance. wood screws to prevent the splitting of wood. 1 HINGE JAMB LATCH B DEADBOLT DETAIL DETAIL 1 Attach surface bolt stoke plate to home as shown (Outswir g) 65 66 63 DETAIL 2 Attach surface bolt strike plate at the ttveshdd Outswing) n ss iIJ t• uQg n fit•' A` 2c„ N O i E a i< R` 9 oar e maaIn cZ3nHINGE DETAIL 63 DETAIL 1 Attach surface bolt stoke plate to home as shown (Utsvvksg) 64 63 OETAII 2 Attach Waco bolt stake plate at the threshold Inswl%e) E• 02124112 1 U. N.T. S. c On. JK m By LFS 3 Mm ao. FL- 15036.7 ". p a Er Y or 9 N 0 OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 W000 23 PLASTIC UP LRE FRAME SMC SMC B 2x BUCK SG >= 0.55 w000 24 1/4"INTERCEPT SPACER STEEL 40 O o i \\\ N ri ru n1 ` o i m z° fJ N •• aid c$ mon v mda`Ll cZ d x R LV W N ma Em c J I K mo 3 $ n E 9 Fz i v N N h-- 2 2T --1 W W z r r 2. Irtn1 I La W 19 20 NEAO R SLOE 4.67 lamb a a „ Id OUTSWINGSIDEUIE SI EUMPFACETNRESNOIDIOWPROFHE oy Spocar 3 2 36" 156" 2 59' ' M [ IF 2.I S —{ e_ _ a1"Fr 1.68" — 2.I r l blf I 5.75 0 i I F 1.69' : Ui MITE. 02 2412 i cauKcN.T.S. 0. 53" —iow. er. JK m cm. a LFS ; a INSWING SIDELIIE FL O.; LASIIC UP UTE FRAME. I5 t6 LASTIC UP FRAME SELF ADJU511NG SADDLE iHRFH l0 a G 39 HIG WAIF DAM RESNOID 2J SMC $poser PVC c am 9y or g 0 OR — BILL 11 C MAX. 1 /4"SHIM SPACE WOOD 2S SILICONE CAULK SILst I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 Valrico. FL 33395 Phonc 813.659.9197 Florida Board of Professional Engineers Cenificate of Audtoriration No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wl 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) %jvt%ttb21 f6/j,f Lyndon F. Schmidt, P.E. 3. Calculations Prepared b I Signed 8 Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) qa" •.••G f: Af S • T ,okyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. N' 43409 c 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeat ' < Institute, certifying that Therma Tru Corporation is manufacturing products ; -0 . • `y within a quality assurance program that complies with ISO/IEC 17020 and - S TAT E OF : W ft Lyndon F. Schmidt, P.E. Al p . L FL PE No. 43409 Guide 53. 0 ,;• 0• tatsnon Sheet 1 of 1 pS,;....... daracceeetcaye THERMANTRU" DOORS Classic -Craft. FIBERGLASS 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 "HVHr this product is requited to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. when used in areas outside of the "dvHr requiring wind borne debris protection this product 4 required to be protected with an impact resistant coveting 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. Outs -wing configurations using coastal sill item R39 under active doors and ae As used under sidellies meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill items #31 3 833 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shall be installed fin the'HVHZI only in ran -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A is less than 45 degrees. TABLE OF COfMIM SHEET 1 DESCRIPTION 1 Typical devotions. design pressures S general notes 2 Door panel details 3 Sldefte panel details 6 Glaring 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 - I X buck masonry construction 9 Bill of Materials rL Components 68.5 MAl(. OVERALL WIDTH ---{ z z m a W 85 O O eu IU P All SWING - - OVERALL- FRAME DIMENSION .. DESIGN PRESSURE (PSI) _ WfTl OUT-SURFACE. - BOLTS WRHSURFACE BOLTS= POSITIVE NEGATIVE" POSITIVE - NEGATIVE INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 4L N.T.S. ac JK er LFS 1wq NO: FL-15036.8 rt I or 9 EXTERIOR T. fAA) n INTERIOR HORIZONTAL CROSS SECTION 36.0'MAX. DOOR PANEL WIDTH 1.4r IC= IG= 2 W r 1.4r T 11706 0sm-11 1111-11 NOTE., wOOO DOOR COmPONUM: OAK ($G >- 0.671 NI EXTERIOR 40.' IQ oa j. ox noZ s or a' a: M INTERIOR 2-"\ VERTICAL CROSS SECTION U: N.T.S. re. JK c BY. LFS FL-15036.8 v or 13.7 PANI 7. 0.1 SO SIDE EL NOTE WOOD SIWAE COMPONEMS: PK ISG - 0 42) NOTE: I. Spacing for item # I S d #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5". with 7) more spaced of 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each comer. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION P 1 ct MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR LOW Lvj) r I.S3' 51 SIDEL" P i 8TKRS GLAZING DETAIL S 6wAated pinss W/ pvC its GOme MIN. SS THK. TEMPERED Guns EXTERIOR AIR SPACF 1/8' TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 E 02124112 = k: N.T.S. c c or. JK m c. w. LFS ; rvac n0.: ° N FL-15036.8 c cr J.- - 3- e a R 1.1/1'MIN. 5 EMB. (TYP.1 SO M S SEE NOTE I INTERIOR EXTERIOR I 0.15, I -- CSINK fryp.l 1 HORIZONTAL CROSS SECTION 4 9,Wswirlg shown • Inswingalsoapproved US" CSINK r'P•1 INTERIOR U 47 \@ EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 outs" configuration 4 OutrMng configuration TE I SEE NOT 1.1 W MIN INTERIOR n EXTERIOR t'6**N HORIZONTAL CROSS SECTION 4 Shown w/IXsubbuct NOTE: 1. The sidelite is direct set into the jamb with (12) item e M (08 X T PFH wood screw(. There are (4) of each vertical jamb from the top down of 13.5. 31-. 48.5" 6 W. KTERIOI Z Ga Z Qj 0 n p Z c p _ z o o Z Ea C*u a. D 4 \ R F 11 INTERIOR 10 12 U14 soac N.T.S. 14 TO I>rG e.' JK m 27 9 c"". er LFS 3 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 4 inswing configuration 4 Inswing configuration FL-15036.8 a swm — L or 9 " 0 EXTERIOR 4 1 VERTICAL CROSS SECTION Outs:; shwon .inswing also oDPloved ior'HVHT wa requkements a u INTERIOR " EXTERIOR b1ld62 2 VERTICAL CROSS SECTION shownw/txwbbutk a 02124112 u:• N.T.S. En: JK ° c or. LFS 3 ww w°.: ° a FL-15036.8 c 5 or 9 0 E E 5fBLqC rT1 I a 0= 3 a.$i E Zd`od19ii'ig` 9 ° C 0 11 I S0 M 19 S M U — b+ z SEE NOTE I v 4L 50 SEE NOTE I INTERIOR EXTERIOR J INTERIOR EXTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION z H eR M 6SO Shown wnx sub-twa St 1 VERTICAL CROSS SECTION SEE NOTE t b Ouhwing shown -inswing 39oboappro°ed 16 NOTE:' Z d 1. Anchors ossy thru heod and Of of 4" in from each comer end. o ad u E O g y2 m z INTERIOR EXTERIOR Y 4 INTERIOR EXTERIOR D 50 n N N 5 VERTICAL CROSS SECTION W W N zSEENOTE1MfiOutswingconfigurationLSEENOTEI N50 Q y r— 15 25 0 0 Cr 11 cV LUWI 33 z as 19 W z fi E E o_c o n: 02 24 12 zae f a e • . srx[ N.T.S. ore Or: JK o CHVL er• LFS ; RA"10 N0i N3VERTICALCROSSSECTION0VERTICALCROSSSECTION fi Outs*" configuration 6 kwwir g con"lion FL- 15036 8 c L or g juaSHM a 0MASONRYITYP. HEAD OPENING b JAMBS SEE NOTE 1 2X BUCK II I44 1 1 I 1 DETAIL 1 III O' SEE TYP. HEAD rs< MASONRY JAMBS OPENING MULUON L FRAME M iYP. SHOWN FOR C N v, REFERENCE 0 ONLY v, 0 2X BUCK SILL IN BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joinfs. 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 o 1/4" 1.1/1" 2" d" TAPCON ELCO 1/4" 1 1/4" 1" 4" ULTRACON ITW o 3/16- 1.1/d" 3" 1.1/2" TAPCON WUVU 3L,KtW INVALLA11VN NVIGJ: 1. Maintain a minimum 51W edge distance, 1"end distance, 6 1' o.c. spacing of wood screws to prevent the splitting of wood. LATCH d DEADOOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X tuck construction T OUTSWING 63 INSWING Attach surfasI urfocetwtt stoke plate to Irome as shown (Oulswing) OUTSWING 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike date of the threshold oufswing) HINGE JAMB 63 64 DETAIL I AHach surface bolt stoke plate to Irome as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Irsswmg) lot Z uu Cyy ` 4j} J 0 C 40 mmW NmM1LL4a O b 7n Vl HINGE DETAIL E. 02 2412 i LE N. T.S JK p: LFS 3 h FL- 15036. 8 c Er 7 OF 9 Q 11 v_ R MASONRY J OPENING FRAME 1 X BUCK f7- r I SEE DETAIL I TYP. HEAD R JAMBS TYP. TYP. SILL I I I I y SEE DETAIL 2 STRIKE JAMS FRAME ANCHORING CONCREIE ANCHOR NOTES: Masonry I X buck construction 1. Concrete anchor locolions of the comers may be adjusted to maintain the min. edge distance to morfarpx e 2 concrete anchor bcotloro noted a: MAX. ON CENTER' mush be adjusted to malntoln the min. edge distance M marfar k,hls. additional caraete anchors maybe 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 TOMASONRY, TOADJACENT. EDGE ANCHOR T1W TA CON I/r I•Iµ• r r TA CON 3/16• 1.1/r J' 1.1/2• z 5 WOOD SCREW INSTALLATION NOTES: 1. Maintain o minimum 51r edge distance, 1' end dnfance, d 1• o.c. slwdng o! J wood screws t0 event the H of wood. HINGE JAMS LATCH d DEADSOLT DETAIL r , Z om 6r, O V rt 3. go, 11111 044 z V e o RJi Z gym maaa gC34 Y j2 m COXjg n z Z W Log W (.7 0a a RIRGE'DETAII m 4 n O O N N 63 W W Z 64 DETAIL 1 DETAIL I o o Attach Surface bolt Attach surface bolt < strike plate to frame strike plate to frame La as shown (Outswing) as shown (Inswing) O 65 66 jai-_ 64_ oZ U oae 02 24 12 i 63 scut. N T.S. 63 wc. rr JK DETAIL 2 DETAIL 2 a«. or. LFS 3 Attach surface bolt Attach surface bolt ornwec "o a stoke plate at the threshold strfke plate of the threshold FL-15036.8 " Ouf$%ft) U ng) a sem 8 a 9 " a Of MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LIFE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4"INTERCEPT SPACER STEEL C MAX. 1 /d"SHIM SPACE WOOD 25 SILICONE CAULK SI ATERIAL p: a N h ll* 111 ```` 9i $ N e € E `_ d WW 51+ mg W N O V m 7 u r` K m o 0 0am m C 1° L( z2.20' W W o r 2.1 T ---{ O 1 m I I j111 T a' 1 1- 4.0 - I a19ypIIEADiSLOE ; iJomb 2.5r 16 sOPa: NG SLOE SI !LINT FACE iNRESHOLD lOW /ROfIIE = ^ w = 2.18' = a s 7}— 2 36' D 1.68' 21 J r 1.6g 5.75 1 - 0 _ i 1 11 II 1.6Y I II II II II I o 0 N - Z Y i L ou.02 24 12 i iL - N.T.S. 1 P o.c sr. JK m 0.53' - i - J —I ice- 53 S cm. W .. LFS ; HIGH WATER DAM 1HRESHOlO DRAWNG Ma. a b S9 2J PlAS11C UP UTE FRAME IS INSWING SIDEUIE 2d /1AS11C UP WE FRAME n SELF ADJUSTING SADDLE 1HREHOLO FL-15036.8 " SMC spacer PVC ++ p SHEET _L a 9 0 Bill LEs U 102 a. I C Ol U O c N .y. C O a O y it t (D N N E C y LLI O ui w ui ui mCE (tee c a, c v; a wwaaa a cm c c2m m i >: a. E i (aE g— c t m m v aaa-0da) To EM d 3 3 °aa) moa°'i t acti x 3: cr3 m G ctAo' LL_ Rmm ' O mO c(n w Vy• yy gyl c > N O Cw1O50aU. uj uy>o>>>> N06 LCic m c 0- Eatm'Dc R 0 M MD 0610 m 0E y m C tL C y CC' Z O . ON0: y 0 E mO m E o y =o-0w oyU. T>coa=0= c c d a mo o C m M E Nrnm 0) 0c c N m> OC H a y y y O O ' 7 a 7cj) D 8 7 C N m N N C m '.. J O O m V d l 0 m D C C a a N 3 L C O (a0 > l`6 00 N a rs B LN . O 0 J W O. CL .2 M w C M 3 C OE Ul w-, y L C 'm0 C a C C H J J J C C O O m LL m m C t U 7 c( a O N a m V UU in r6N C > a G y ly`6" O ( 1 HH In0QW WH al >> N m CL (D m m C O E o m Q I4 Ue E_' o m a m ?3m>_ v cn ? ` O c C L ` N N Of 3 M m r- S m m m W Q . 0 - L (O 3! m OD Ol O CO L m W m (E . B m y D uul m E v) ai < Cc w« m E r C UwCL: o m al 'i E — E d_ 0) o o v o .6 . N l0 .a C 'O °= O N L LLL 0 - N P_ = u) m` O V' Q. 7 C mCCQayOulm (i a' LY L C C /1 C 01 C pl B a O C m0 and coo 3 3 m 3( 3 >'1Eof y g c 0)— NW- w ~ C a 0o oycD3a U) 0Eo ~ m ym A ocyD O > 4)' 9 0 ) 2 E o °UID L C mz Ol (O wdm CF) O aJUOO Ul)O U Z mOl 0 l 6 ; lC C N N NvTt0N = (O CY)O O(a c C NmO1 00vO6) 0) 0)> m0 N y O' O NNap- e m m JLL =0DW0000=my=a NNN v mcDo mCCO+ 6 U O` c 3Ey0 4) 06- 3 C C m (n (n (A (n(nQ QQ 9 lLf" m I ?=7 y y p d O- C 8 y F QQQQQHF-1- d V C y y .t-. m E U •y O N O O O O oo O O Q 0 C c I :cmC d— > o 'p U 'o(O co ooE oyy1m Umt (arn 0 >- as 7ui vi a ty_Nm0OOOO ;OO cO CIO y Ol j w 'am) a >> L O m `mZNC CmE CV Q '7 • . NQD 'CG O Oy O apLC IT Q OZ m -0 cm O O C OJU 7 C OC CL, U Cl m.lA 99 U. J OO 0 O a >0 W LLUu ao LDLl.<2OS4a wQwwf- a N J CV ML6WtiOpOi ( 0 .- fV ui ado Ll c •o E o z w m E a N LC c LL Li o c J C M cnO u- it w°t o 3; ZJ v e G7 a ( o sp • a® '•••°•.•°• C-) v`a C mow n) y G o U L m o c o( om V 0O. 0 C a ` O a O 7 U c Q H m U m N a C O Co @ g Z .r 0`! m CD m m LL 0: 7cC D cr' 3 o c CML 30 m U N MCao c N O C N W lQ Qo 7 Oci< OQME3CiR NI THERMANTRU" 000rss Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is In compliance with the 61h Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the "HVHZ- this product a required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the imr requiring wind bome debris protection this product is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2 ti 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 onalysh by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for'?IVHZ". 8. Inswing configurations and outswing configurations using sill items R31 S #33 under the active door do not meet the water infiltration requirements for the "HVHr. Inswing units shag be installed (in the'HVHZI 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 h less than 45 degrees. TABLE OF CONTEM SHEET# DESCRIPTION 1 Typical elevations. design pressures IL general notes 2 Door panel details 3 Hon ontol cross sections 4 Vertical cross sections 5 Buck anchoring Frame anchoring . 2X txuck masonry construction 7 Frame anchoring - I X buck mosorry construction 8M96 Astragal details Brill of Materials R Components J IN IN Q IJ L J LEI 1 ^ g Z m V\ y C° C WC $ 9 o a 4i maa`a cZ g Sn OVERALL: SWING_ FRAME DIMENSION DESIGN PRESSURE (PSI) -: -_' -'' •__. , WITHOUT SURFACE-'_ . BOLTS: •_:.:.-., WRH-SURFACE BOLTS .,_. POSITIVE::- NEGATIVE. POSITIVE -= NEGATIVE ' INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 suss. N T.S. aw BY. JK ail. rn LFS FL-15036.9 0 1 or 9 Jul nEXTERIORo43 INTERIOR'g 9 0 pp CD 0 , C 1 HORIZONTAL CROSS SECTION Z 2 v a 360 AAAI(. DOOR 51 PANEL WIDTH 2 3 EXTERIOR INTERIOR m 4.11' m 7 V Lr1.4q' ( L x $ e 1 Ii c e 11 TOP RAII lA1T:H fitF ^ • V zz Ll st a • • 41 v, b Y1 Y QQ K b 1.4Y as DOOR PANEL IOSSIC O F S?E a' 1 NOTE: wooODOOR COMPONENIS:OAK (SG»OA71 T ?•,... „i. , c o _ x 45 Nz iYStF. Z U wTE.- 02124112 = HINGEfiIE ! O RAII scut: N.T.S. i g W 2 VERTICAL CROSS SECTION owc f JK m 2 u«. rr: LFS OPAWK No.. G FL-15036.9 c dS¢ W _L as9 O A. 4 4 EMB. (TYP.) = $ `V s. Z n 8 ^ 21 40 7 #`$ 9 ud INTERIOR a ` 56040 . D d 3E3 o 3 6 3 8 4 3 3 ; i R e EXTERIOR 10 H 9 10 M ` 'Mug{ 61 WV a & E 4 HORIZONTAL CROSS SECTION 7 1-1/!'MIN. 3 Shownw/1Xsubbuck 1-1/1CMIN. ` EMS. (TYP.I 4 4 4 D EMS. (IYP. D G C) &I e CSI K CSI K • • d a•• L f TYP ) InP 1 L °. N v 20 20 n v a'c O O V • • . • N N z s 7 40 1 40 7 In INTERIOR 7 INTERIOR ° ^ jj' Qe E" W Z ei K 10 EXTERIOR 13 EXTERIOR 10 K " ' i u 40 40 10 OAK. 02 2412 IS 10 9 l 27 9 8 Scut. N.T.S. ° 1[ E E aw. a: JK m aK. m: lF5 3 1 HORIZONTAL GROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oo e c •: d 3 oClsuo ado¢ ed • W-"V 3 -M n •Inswing 3 o swin shotl - iruwing FL-15036.9 "- 0 a SHM _L OF 0 63 19 a z INTERIOR G 1 VERTICAL CROSS SECTION 4 s • Ws." EXTERIOR 64 nF for' rev' 1 .- 05 I MR. \\\\`\` M IN EXTERIOR 64 N•Yj it ' yda gA zzC5 0 ddr oZ A_ p flo p8p: Z S Z xZV TYP. HEAD R Wa3JAMBSQc° m a a MASONRY OPENING ad Bgg i pp 8 £Ja vi a sASTRAGAL$ SHOWN FOR IH gREFERENCEm 2X BUCK ONLY a U U O C 6 a m m 4 O ON pNW Z Q o K CONCRETE ANCHOR NOTES: I. Concrete anchor focations of the comers may be adjusted to maintain the min. distance to BUCK ANCHORING a edge mortar Joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be odMfed to maintain the min. edge distance to mortar Joints, addtional concrete anchors may be required to ensure the MAX. ON CENTER" dfinensbn are not exceeded. 3. Concrete anchor table: e ou:02 2412 Ofscut: N.T.S. ; owc W.JK o oNK. en LF•S 3 oR" M No• a F1- 15036.9 I. toocb.Q SNecr j a i G woodx/ews to pwonf ltb mlffk C of -cod. ANCHOR. MIN.:. MIN. CLEARANCE MIN. CLEARANCE ANCHORTYPE . SIZE EMBEDMENT TO MASONRY •. EDGE ' ' TO ADJACEM ' 4" ANCHOR', ITW e T / 1.1/ 2' TA CON ELCO 1/ 1" 1-1/4' 1' ULTRACON w000 scaEw rraauurloN Nobs: Mahtdnamhhwm S/B•e dofancs. l•erd dtrtdnce. It l•ac. of I t I I so SEE DETAIL L 1• MASONRY - TYP, HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY O 2x sucK IFSEEDETAILNP• I SILL I I I I I I I FRAME ANCHORING Mpypr y 2x luck conslnsUlon for OP <= 4B PSF L r ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be w*isted 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 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 1/d• 1.1/' 2' TAPCONa ITW 3/16• 1.1/c 3' TAPCONO I 1. Maint. arvv a.wc.. ma.na.u...v.. •.v. w. ain a minimum 51r edge distance. I"end dislonce. S 1 • o.c. spacing of wood screws to prevent the spl Ring of wood. C1saRfj n SEE DETAIL I• - to I In ` z MASONRY TYP. HEADIL ti. OPENING _ S JAMBS l ud4 mu ASTRAGAL d SHOWN FOR FRAME REFERENCE ONLY YCt 07 C 2X BUCK F SEE DETAIL nP I ,'^ stu I I I I I I 3I C g FUW buckHORING HINGE JAM! Mason yfor DP > 46 PSF and - OP<-6" 2 2 63 9 = K RR 10 ZWW ae of 63 L 64 0 a i Ld DETAIL t ORAR I Attach a hagOVSWfaCB halt Attach ostrogaVAlfoce baR 28 spike plates to home Stoke plaTes to frame HINGE DETAIL = a asshown(Oubwbvl asshownI not 65 66 64 - 63 0aa 02 2 12 i Y7 smr, N.T.S. ° 63 0 0. e.. JH m OETATL 2 DETAIL 2 w.. LFS a Attach surface bolt Attach surface bolt LATCH i OEADeOIi DETAII FL-15036.9 strlke plateof thelout-tg91threshold stoke plate Il athreshold sM¢ r -L or 9 D J I " SEE DETAIL •SEE DI AIL - • o irprZl n 1ss s,`•` V ' a^' p0oiMASONRYMASONRYTYP. HEAD ucTYP. HEAD . OPENING S JAMBS OPENING - JAMBS - R $ c ma ASTRAGAL _ ASTRAGAL SHOWN FOR - SHOWN FOR 4s g` o= FRAME REFERENCE L FRAME REFERENCE 34 ONLY ONLY 0 Inlj tYicJJO O G IXBUCK IXBUCK h Q x SEE DETAIL F SILL - SEE DETAIL F TYP. r -r SILL U Ir a: ogl FRAME ANCHORING ASTRAGAL STRIItF JAMS fRAMEANCHORING Masonry I X butt cons"lon HINGE JAMB Alpsorsy 1 X butt conshuclion for OP > 48 PSF and fa OP <a /8 PSF G OP a 6MF 67 2 63 9 H 00 10 a w toZ 0 N M VI CONCRETE ANCHOR NOTES: 63 64 00 1. Concrete anchor locations of the comers may be odWed to maintain the min. edge distance to mortar Joints. DETAIL 1 DETAIL I k 2. Concrete anchor locations noted os MAX. ON CENTER- must be adjusted to Attach ostraDoUsvrfoce bolt Attach ostragaUsuAace bolt 28 stoke doles to frame st*e plate to framemaintainthemin. edge distance to mortar joinh additional concrete anchors ( ng) as shown Ogg) HINGE DETAIL may be required to ensure fhe MAX. ON CENTER" dimension are not exceeded. L V 3. Concrete anchor table: 63 65 66 e L u° arc 02124112 z 27 swe N.T.S. 5 63 orc W(• JK DETAIL 2 DETA1l 2 0a LFS ; LV auVN4 w: a w000 SCREW INSTALLATION NOTES: Attach surface bolt Attach surfxe boll ro I. Maintain a minimum 5/tr edge distance, 1" end distance. 6 1"o.c. spacing of strike plate at the threshold strike plate at the threshold LATCH A DEADROLT DETAIL FL-15036.9 c wood spews to prevent the spitting of wood. (Ouhwi g) (I D) — 7 or —L rJ ANCHOR ANCHOR MIN. MIN. CLEARANCE. MIN. CLEARANCE TYPE EMBEDMENT iOMASONRY TO ADJACENT SIZE. EDGE ANCHOR. TAPCON ITw TAPCON 3/16• 1.1/1" 3' r N" Jn i3 vo •i< R 95. 25 Qo 9 si ?a m n c mangy18 88 18 38 20AT 18 S 14.3F ggo Z IO 8 34 0 • IO13 TYP.g o c 13 TYP. TYP. 133 Jm WC W VI0 4s 4s m 3. 25 3.25 Lo 0. 75 1. 91'-- 0.7.7ss NN N p D ^ NOTE 1 a--4—om- 3 cr LdSEEv4--- 0.13• e . w o o I GAL D AI O u Z U NNOTE: MTE:02124112 = scua: N.T S. i I. THE ASTRAGAL BOLT HAS A Y THROW AT THE TOP AND m+ a BY. JK o THEBOTTOM. oa n LFS ? ORAWW No.: a n FL- 15036.9 c sNEET - or a OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 w000 B 2X BUCK SG >= 0.55 WOOD C MAX.1/4"SHIM SPACE w000 0 1 /4" X 2-3/d" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE f 1/4" X I-3/4' RVJ CONCRETE SCREW STEEL G 3/16" X 3.1/4"PFH TfW CONCRETE SCREW STEEL H I/4"x3•I/4"PFHffWCONCRETESCREW STEEL I 1/4" X 2-1/4' PFH RVV CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH RW CONCRETE SCREW STEEL K N 10 X 2" PFH W000 SCREW STEEL L f18 X 2•I/2" PFH WOOD SCREW I.IS" 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 k 10 X 3/4" PFH W000 SCREW (HINGE TO FRAME( STEEL 13 q 10 X 1-1 /2" PANHEAO SMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 W000 20 SIDE JAMB PINE $G >= 0.42 W000 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 OEAOBOIT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / W000 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41I ER 6 OOO P$I THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) FIBERGLASS FIBERGLASS 42 TOP RAIL COMP. — LATCH STILE WOOD 44 HINGE STILE W000 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 IbS. DENSITY POLYURETHANE 60 1 /2" SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT Nd54 8.0" L. X .2S THK. STEEL STEEL 62 1 /4-ZO SIX BOLT W/ I /420 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 N 10 X 2-1/2" PFH SCREW STEEL 65 3/16" X 2-1/4" PFH RW CONCRETE SCREW STEEL 66 3/I6" X 2-3/4" PFH TTW CONCRETE SCREW STEEL 67 3/16" X 3J/4"PFH TTW CONCRETE SCREW STEEL G TF— 4S6 ----I N 3 c5 C 4/1 m i . N n i i( ` zoo d II 11 111 on z c 2 36" n_ E$ z 19 =p HEAD t SIDE R' n d atomb14 P C41 Q a v° d4 F-- 2.20' --II I WW F- - 4.63" _ J1 lUMI ETHRESNOID OW ROFlIE o o$ 1 m J ill O m 0 a 5.7S In N Lx r N N v li V ELF ADJUSTING ADD IREI ID W W st eo L DOOR SKIN;. 125"MIN. oo k' W 4.S5 as 2.36" = h 7 w Z I} = + a cy a ES o = Z N ^ Z u am 02 24 12 i Stet N i S. i d 39 IIGN WATER DAM 1NRESHOID m+c. o JK c 2 aac ar. VS ; oa we NO: e a FL-15036.9 0 SHEET 9 a 9 0 BILL 6 d R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. Fl. 33S95 Phone 813.659.9197 Florida Board of Professional Engineers Ceniftcate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door w/ Stdelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 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 AT167508.01-106-18 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) °Ztyeii r89e'S Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o(-• t :¢ 31ti`1 49 on Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813)yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ds No 4-3439 d 4. Quality Assurance it Certificate of Participation issued by National Accreditation and Managemem _ a Institute, certifying that Therma Tru Corporation is manufacturing products ' -0 : ' within a quality assurance program that complies with ISO/IEC 17020 and , S 1 i t= OF : ; !/q Lyndon F. Schmidt, P.E. Q . • W e FL PE No. 43409 Guide 53. i X% A` 4 e 10/16/2017 Sheet lott 10 C,.f%Re teeo a c_:iao°• THERMANTRW 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) structurol requirements including the "High velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as fisted 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 "than Impact resistant covering that compiles with Section 1626 of the FBC. 4. when used in areas outside of the HVHZ" requiring wind borne debris protection this product 4 required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 d. R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units steal be the some as that shown for 21c 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 k39 under active doors and ail sills used under sideltes meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill Items H31 L #33 under the active door do not meet the water infiltration requirements for the "HVHZ-. Inswing units sholl be installed pn the "HVHZ") only in non-habitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to se is less than 45 degrees. TABLE OF C0NIEHT3 DESCRIPTION Typical elevations. design pressures a general notes Door panel decalsRSidelifepaneldetails 3 Glaring detail Horizontal urns sections Vertical cross sections Vertical cross sections 7 Buck and frome onchoring - 2X Luck masonry constrwflon B frame anchoring -1 X buck masonry construction 9 Astragal details t0 Bill of Materials 3 Components I IOS.S MAX. OVERAU FRAME WIDTH Z z O SE IU00 TE O E 6J $ m Nn Z m u r r ss 8..= v o •Z{ C CW V BQi V gE O ^ K' 36 v ] SWIN_ G ..' OVERAL FRAME -' DESIGN PRESSURE (PSF) ' WITHOUT SURFACE _. BOLTS :-: WITH SURFACE- BOLTS POSRfVE 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 v N.T 5, loot or. JK CHr- P. LFS FL-15036.10 ax I or 10 EXTERIOR ke cr ypP 43 42 1f1: i y }` a O t V C P of fit 46INTERIOR c € mam p m aalf HORIZONTAL CROSS SECTION2 4 CZr N 36.0• MAX. DOOR PANEL WIDTH 2 2 C LO o I H J EXTERIOR INTERIOR W a 4.11" m N 7 O C O r" O 2 12 OP RAII lA1CH SiIIE o 0 N N P W W O o c a: LU La MR 1.4r CTauicaan 13-1 r,::.•::,•: a o NOTE: WOOD DOOR COMPOWXM: OAK (SG 0.671 0 Zili' an 02124112 i WAL N.T.S. HINGE SntF 4s SOmDM lull 2 VERTICAL CROSS SECTION o c. we JK o 2 CNc of. LFS ; FL-15036.10 c s"ca L Of 10 " O 9 AC.............. rr 41 01 46 EXTERIOR n N o •2 0 52 Imo' ,•.•• •..... \`` J 0 O 13.75 AMX S2 ''111 jK Is \\\ 9 m iPANELVADTH 0 7.17' MAX. t g E o ? g u D.L.O. YADTH INTERIOR 51kSEENOTE1 /w i a c g 5 d `om E' 0 E o2 3 HORIZONTAL CROSS SECTION g g a S GLASS S GLASS 26 23 !3 SITE BITE 'o c:z 23 1 /2" MIN. 26 1 /2" MIN. g o 25 GLASS THK. 25 GLASS THK. > i d m EXTERIOR 22 EXTERIOR 22 s a o 1 25 1 /8" 25 TEMPERED TEMPERED C 'a o G v 3 GLASS TEMPERED EXTERIOR INTERIOR (L a a AIR SPACE AIR SPACE' o INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED' GLASS GLASS If i 25 29 25 18 vi N N 8GLAZING DETAIL GLAZING DETAIL z GI 5InMAmted Gass w/ GI S1119Med 0=w/ W W umIto kmo PC Ble I= 18 29 eIn aSEE NOTE t o o Li k' CL CL 3 41 I1t IAS" i SO SIDEl11E IANEL L ' 1 = o I L L.,I o_ a NOTEwOOD9DIRIlECOMPONENTS• PWE(SG >•0.421 Cl_/'/71 _ N - iSO NOTE: 1.53" 1.53" WE: 02 24 12 i I . Spacing for item f 18 b 029 (life home screws) is a soot: N.T.S. as follows: From the bottom vp on sides: 6.5". with ID TOP III 8TM SIDEUIE LE a 7) more spaced at 9.88" o.c. there are (2) screws SI Rol SZ Mo. er. Ix m both top and bottom 2.13" in from each corner. cwc. Ff. LFS ? 2 VERTICAL CROSS SECTION OR-WM w: a 3 FL-150.36.10 c ow - L or 10 9 N 2 G Y 01 SEE NOTE I INTERIOR EXTERIOR II 0.15" Fes- CSINK TYP.) B C 1-1/4'MIN• 1 HORIZONTAL CROSS SECTION EMS. (TYP.) 4PPravo"m - —It0 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item KM (1f8 X 2" PFH wood screw). There are (a) of each vertical iamb from the top down at 13.5". 31". a8.5" 3 W. 2 HORIZONTAL CROSS SECTION 4 ohot a PVW=d - cawing INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 OutwxV configuration OTE I INTERIOR EXTERIOR 1A W MIN S HORIZONTAL CROSS SECTION 4 Shownw/I%su"Wk EXTER101 INTER101 si * a O n Qr1` o Pn 11111 111 00 O u P •: nib iS agCS9CWO adeS! ma 14 CZ v 4 HORIZONTAL CROSS SECTION q hrmno configuration O • O 61 0 4 - 0O m 62 INS 8 7 EXTERIOR INTERIOR llfINTERIOR EXTERIOR lip:•_ 60 0 I 61 32 I m W. p - m INTERIOR'ERIOR rINTERIOR 6 EXTERIOR Is. sheet I inflhation X: N.7.5. a JK d x. w. I.FS i tuwC rA.. FL- 15036.10 n -L or 10 G it 4 SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 aro apnp9,%d - Iruw" INTERIOR EXTERIOR SEE NOTE I l M , is 3 VERTICAL CROSS SECTION IS Outs" configurabon EXTERIOR SEE NOTE I (M INTERIOR 5 VERTICAL CROSS SECTION li Outswing conrlguration c 2 VERTICAL CROSS SECTION 6 Shownw/IXsubtwck NOTE, I. Anchors oss'y thnl head and sal at C in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing con6 lion qrR a or. fir. A WL In LFS M W. FL-150J6.10 rctr or 10 e• ' I I D TYP. HEAD MASONRY tL JAMBS OPENING ASTRAGAL AND MULLIONS SHOWN FOR . REFERENCE 2X BUCK ONLY R St r BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar jdnh. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortorjoinfs, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN: MIN. CLEARANCE" MIN. CLEARANCE TYPE SIZE:. ' EMBEDMENT TO MASONRY • TO ADJACENT EDGE : ANCHOR ITw 1/4" 1.1/4" r 4" TAPCONa ELCO a 1/4" 1.1/4" 1" 4" ULTRACON ITW o 3/16" 1.1/4" r TAPCON WVVU 3LKCW IMIALLAIIV/V RVIG: 1. Maintain a minimum 5/6" edge distance, 1'end distance, d I"o.c. spacing of wood screws to prevent the Miffing of wood. MASONRY OPENING FRAME 2X BUCK ASTRAGAL STRIKE JAMB Attach as aUswfoce bolt strike plaes to frame as shown (Outsw(ng) 63 d5 66 DETAIL 2 Attach surface bolt strike plate of the fhreshold tr* ing) I I I77II SEE DETAIL I L t TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N F TYP. Sill I SEE DETAIL I 7 to O to FRAME ANCHORING HINGE JAMS Mosonly 2X buck construction 2 63 DETAIL I Attach astragal/surface bolt strike plates to home as shov+n (Irssv+lnp) M 63 DETAIL Y Attach surface bolt strike plate of the threshold Inswing) 28 L 27 LATCH i DEADSOLT DETAIL HINGE DETAIL r.. E N. T. S. M. er JK x W. LFS INN' 94 MD: FL— 15036.10 im 7 or a 7 T1 61 zv, 8No o$z{ Fr E z °O u MASONRY R NUMam OPENING `= 4 cZ St (L H z FRAME ( o x V rR — O c St N 27 Sao L wK W V F C 41 6 IXBUCK fn WTCNiDEA080lTDETAIL v G 3 a a 12 S 10 1Q N N V V, Z v W W O HINGE JAM! „ Zi r AMAGAL STRIKE JAMB FRAME ANCHORING o o Masonry 1 X buck constntction HINGE DETAIL Lu m CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odjusted to maintain the min. edge distance to mortorpints. 2. Concrete anchor IOCaflpnf noted as 'MAX. ON CENTER' must be ad(usted to C+ 67 mofnt(M the min. edge distance to mortor)olnts. addrllonal concrete anchors 65 66 2 63 + a x My be requied to enwre the MAX. ON CENTER' dimension ore not exceeded. 64 63 I - - 3. Concrete anchor table: Z u asc 02 24 12 i 63 Sau: N.T.S. 4 63 G 64 2 we BY. JK o F DETAIL 2 DETAIL 2 DETAIL 1 cm rr. LFS 3 E Attach surface bolt Attach ROoce bolt Attach astrogaUwrloce bolt Attach ashygaUsurlace bolt OPAWM no.. d WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the Threshold strike plates to name strike plates to frame n I. Maintain a n**m m 5/8• edge dMance. I"end dsionce, i I' o.c. macfrg of (Uuvdrsg) (Outwkv) as shown (gig) (O+g) FL-150J6.10 0 I wood screws to prevent the splitting o/ wood. srr[a 8 or 10 " 0 SEE DETAIL 1. J TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I I I I I I I I ANCHOR ANCHOR MIN. CLEARANCE. MIN. CLEARANCE EMOEOMEM iOIM%150NRY: TOAOJACENT TYPE EDGE ANCHOR Ilw 1/a• 1.1/• 2• TAPCON ITVN ld• 1.1/1• T 1.1/iTAPCONe d a----04 SEE NOTE 1-- 006' is 4 -- 0.13" 1 ASTRAGAL OEUIL NOTE* 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. 16 cZ ALE N.T.S. rc or. JK oL BY. LFS uww0 00: FL— 15036.10 iED 9 OF 10 OF MATERIALS REM ten 4 o Y•` Z I I••'•• R•_f\\ J 000 m `%% g R`z v o i-4 Ea a 0 Rf Z mane14 CZ E0 rK, 34 v, m m 0 S W 4ppc> r m 3 0 0 n n 1m 00 N N W o r..s6- 2.2"--j I a T 2.36- --1 F---1.63' -I N a 19 20 NEA31nbtSIDE16 c WING SIDE 31 sUM fACE 1HRESHOU) LOW /ROf1U o o r 2.59" 2.11 - 2 36' 1.56' I.6B' ^ I I 2.1 r I.6B — j I 3.75 p eF69- r L —T ah 0212411212 ? wu N.T.S.. io L ca - o•C. Yr: JK m 1 -- i I— s3" a•` V. LFS 1. L 2 , 39 HIGH W IER DAM IHRESHOU) 23 SMC C U/ UIE f ME IS INS IDEUfE 26 spwC UP UIE FRAME SE1f A01U511NG SAODU REHOU) FL-15036. I O a san il a 10 O BILL DESCRIPTION MATERIAL ITEAd DESCRIPTION EMA l 1/2/2018 Florida Building Code Online C BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Links I sear. a L; Product ApprovaldbruUSER: Public Userp Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products JFL # Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD I SERNIES 420 FORCED ALUMINUM SGD OXO 145-3/4"X80" NON - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.SERIES 420 ALUMINUM SGD, Approved for use in_ HVHZ: No Approved for use outside_ HVHZ: Yesj Impact Resistant: No` Design Pressure: N/A'_ 10ther: REFER TO APPROVAL MDOCUENT FOR DESIGN PRESSURE RATINGS------ ----- - - ---- --- -- -- ------ ---- - - - T tf 4 REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 1S332.4' SERIES 420 ALUMINUM SGU REINFORCED, Limits of Use Approved for use in HVHZ: Noy_ __ Approved for use outside_ HV_HZ_: Yes; Impact Resistant: No Design Pressure: Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS - -- REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 (SERIES 420 REINFORCED ALUMINUM SGO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 1S332.8 SERIES 430/440 ALUMINUM SGD Installation Instructions FLIS332 R4 II 08-OOSOOE.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports ERIES 420 ALUMINUM SGD OX, XO, XX 96'WO" NOW EINFORCED --- -- - - --- - ---- - -- By: Luis Roberto Lomas 62514 by Independent Third Party_ Yes; on Reports; R4 AE 510805D.odf-_.__ Installation Instructions FLIS332 R4 It 08-02248C.odf Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports ES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"X96 Verified By: Luis Roberto Lomas 62514?, Created by Independent Third Party_ Yes; Evaluation Reports'__._ __ lFLiS332 R4 AE 512969C.odf' Installation Instructions FL1S332 R4 If 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL1S332 R4 AE S12970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"06" Installation Instructions FL1S332 R4 11 08-00499E.odf Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"06" Installation Instructions FL1S332 R4 II 08-00501E-odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE S10808D.odf 21E5 430/440 ALUMINUM SGO_X_ XX 143"X80" NON_ ENFORCED, I I Limits of Use, https://www. IOn InstrYCtiOf151 1 /5/2018 Approved for use in HVHZ: No FLIS332 R4 II 08=00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00S03E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10810D.odf RATINGS Created by Independent Third Party: Yes 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 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a llcen: under Chapter 455, F.S., please dick berg_. Product Approval Accepts: f971__9 2ma Credit Card Sate ht(ps://floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQMDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO 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 LS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WAIL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX. XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS FICASIONS 0ac111pm>I as APF 1oto 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. REVISED INSTALLATION OEGILS 06/20/17 1 RL SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST TZ. MARKET STREET PA 111111IrIrrr i J O: R.. 4f ANCE SF -1 0 6 * SERIES 420 SGO 96` X 80' NON -REINFORCED NOTES p • TATE oF•(0R10T:• A-zaLArworcra. Atv i//*9'OF.A. F... 08-00T498 E VA"F C'S` Luis R. Lomas P.E. FL NO.: 62514 NTS 02/23/09 001 OF 10 LFOWRTOLOMA, PE. 14. VWOODFORDRDLEWLSVALE.NC270Q 4N404 09 ftnntfobl a _ 6' MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 17' r 1 O.C. MAX I 6' MAX 17' MAX O.C. IO• I O X IAX AME ICHT 6- MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA2N2 ds40.OPSF NONE SEECHARTS II AND 02 FOR OTHER UNITS RATINGS NOTES. I. MAXimum PANEL SIZE, 40 1,7 x 79- 2 MAXIMUM D.L.O.: 44 5rx 74 &r 6' MAX A )(1) FLAT MOUNTED HANDLE SET (PART 099.01-145) LOCATED 38 314. ON CENTER FROMPANEL BOTTOM B. I(1) NETALLrC TANDEM ROLLERS (PART t99.17-195) AT EACH END OF PANEL BOTTOM RARS MIS" IILSCI wnon aR APPWM ADDED CNiARTS 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 14SFALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART II WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9SHEET I Design pressure Chart (ps0 FDr1b Slnpe Fanel Ono Tool Frame VNOtII pi) N 30.0 36.0 42.0 4" 60.00 1 7200 a400 1 9G00 PCs I Meg I Poll; I Nog I Pas I Nog I Pos Nep eG0 40.0 1 56.1 1 40.0 1 4822 1 40.0 1 434 1 40.0 00.0 CHART i2 WHERE WATER INFILTRATION RESISTANCE IS NOT RfOUIRED. SEE NOTE 9 SHEET I Design Pressure Chart (pso Pratte Sigb Parcel OIW TotNJ Frame Wdtn (N) 30.0 1 IaLO 60.00 9NI00 Pos Meg PasW46.243.4 Pos Nog 00.0 S5.1 551 48. 40.0 1 40.0 CHART 03 Numb" oranchorlocations re0ulroa Frame brvb Panel an0 total FrWM Wale (in) 9N1 30. 0 3G0 420 te.0 in) 60. 0 720 84.0 SILO AILS Jamb H6S Jamb H&S Jamb N65 Jamb W. 0 4 5 5 1 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED ELEVATION F. A. 1 08-00498 ScAlE NTS I DAM 02/23/09 1-2 OF 10 L AWATO 1.0044S P.E. I4V WOODFORD RD LEWASOLLE. NC 270M 42440- CM arum SIGNED: 0&20/2017 or i pTAT SE OF Luis R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD at JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIRED 17' 6' MAX r MAX r I O.C. I MAX I 17- MAX O.C. 80' MAX FRAME HEIGHT L 6' MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATING SEE CHART B4 FOR NUMBER OF 340.OPSF NONE LOCATIONS REQUIRED SEE CHARTS /I AND 02 SHEET2 FOR OTHER UNfTS RATWGS 6' MAX 0 a NOTES. 1. MAXIMUM PANEL SIZE: 48 I/tx 79- 2 MAXIMUM D.LO.: 44 SAY x 74 Sir HARDWARE SCHEDULE 4TED HANDLE SET (PART s99-04.145) LOCATED;; TANDEM ROLLERS (PART,99.17-195)AT EACH ENI An cescmrtae u.TC APPROAD A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN WSIAUATIONS 12/06/13 R.L. D REVK,ED INSTALLATION DETAILS 07/30/1S R.L. E REVISED INSTALLATION DETAllS 06/20/17 R.L. CHART 44 Nwnsr W analor lawuon, rpu/r4d kum SYfpo Wnal an0 Tgol UL MON (N mo ato 4:0 4t0 n) 6A0 HAS I Jamb mo HAS I J,A1, IM.0 I HAS I Jamb Ka HtS J.m, a* 4 1 S 1 S 1 S 1 8 1 S 1 A 1 S MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES A20 SGD 96' X 80" NON —REINFORCED FIN ELEVATION o,4rn ore wo. F.A. 08-00498 scut NTS 02/23/09 —3 OF 10 L R"ATO LD%4S P.E. I'm WOODFORD AD LEMSV LE. AC 2= 49/40409 ftffafQ*ftx;ftmm- SIGNED: 0&2WO17 IriI0AAJ i4J /i OENS'9J+ o,261 •• 1, = sT((ATE pF cLORLOT:• Luls R. Lomas P.F,. FL No.: 62514 1/2' MIN. EDGE DISTANCE W000 FRAMING OR 2X BUCK 1 3/8' MIN. EMBE MENT BY OTHERS 1/4' MAX. SHIM P10 WOOD SPACE SCREW EXTERIOR II II II II INTERIOR q10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: ANTERIOR AND EXTERIOR FWISHES BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WITH ASTM E2I I? 1 3/8' MIN. EMBEDMENT r--- 1/2' MIN. EDGE DISTANCE . E SET IN APPROVED SEALANT 10 WOOD SCREW MIN. WENT MIN. STANCE WOOD FRAMING OR 2X BUCK BY OTHERS RLN90NS DLSCIhPr" DATE A"RC4D ADDED CK4ATS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FlN INSTALLATIDNS 12/06/13 R.L REVISED INSTALLATION OEIAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 1 R.L. 1/4' MAX. SHIM SPACE In INTERIOR L— EXTERIOR JAA48 INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK INSTALLATION SIGNED: 06/2012017 MI WINDOWS AND DOORS LLC vkIIIII/I 640 K17REET RENO 9'iGRATZ.MPA030 J S SERIES 420 SGO X 80' NON —REINFORCED 075E FRAMEFRAMEINSTALLATIONDETAILSp , TAT Of Or F•' C[ORIOr•? aUrraD.crro. AILv F. A. 08-00498 I isS10NAt EIlllll11111 Luis R. Lomas P.E. SG tt NTS IWE 02/23/09 —4 OF 10 L ROBERT* LOA"$ P.E. 1412 VVOODFOAD AD LEWSKLE. NC.Mn 43440. 0609 r Ain sy. aom fl No.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE B ® 41 B. r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR iLL TO BE SET IN 1 BED OF 1PPRMD SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE 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 T- 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE ACV OGSCIOPIION MIT APPROYm A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANCE AND FIN WSTAUAT10NS 12/06/13 R.L. 0 REVISED INSTAUATKIN DETAILS 07/30/15 R.L. E REVISED INSTALLATION OEUdS 00/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS F.A.08-00498 V-41 NTS — 02/23/09 —5 OF 10 L AONERTO LOWS P.E. I{M W00DfCRD RD LEM7S17LLE. AC Z.'OL'J 00-6&10co9 1AwuS0wbmbw.c0M SIGNED. 0612012017 J` 5 R1111/O''/'' VGENSF.'91y1i 0 51 *= pE OF G?N IM Luis R. Lomas P.E. FL No.: 62514 9 ALV190MS 1 1/2- MIN 1- MIN. Rev cescROION MTC A MWM SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B RCVISED PER NEW TESUNG 10/29/13 R.L i' ; , C ADDED FLANGE AND nN INSTALLATIONS 12/06/11 R.L. a 1 1/4, MIN. A' ' • EMBEDMENT1 0 ReASED INSTALLATION DBMS 07/30/15 R.L CONCRETE/ a; 1/4- MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L MASONRY BY OTHERS 41 MAX. SHIM •SPACE OPTI IX BUCK TO BE 1- III...... 1/4• MAX. a I { SHIM SPACE PROPERLY SECURED MIN. EDGE INTERIOR SEE NOTE 3 DISTANCE SHEET 1 3/16- TAPCON 1 I i 41 NTERIOREASEPARATION SILL TO BE SET IN A BED OF APPRMD SEALANT 3/16' TAPCON 3/ t 6- TAPCON EXTERIOR 9 CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL Ix BUCK JAMB INSTALLATION DETAIL CONCRETE BY OTHERS TO BE PROPERLY CONCRETEANASONRYWSTALI.ATION SECURED SEE NOTE 3 SHEET 1 a. 1 1/4- MIN. EMBEDMENT NOTES: 1. INTERIOR AND EXTERIOR RANSHES BY OTHERS, A,orsreDIYNFORCURm. d' . n : 2 PENMETERANO JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDA%cE WITH ASTAI 0-112 SIGNED: 0612WO17 2 7/8- MIN T' MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 1uutln 4L- L 650 WEST MARKET STREET CRATZ. PA 17030 J g E N f 9,+i VERTICAL CROSS SECTION r• •G CONCRETSU41SONRYINSrALtATION SERIES 420 SGD 596' X 80' NON —REINFORCED OTAY4FRAMEINSTALLATIONDETAILSqo OF W ORWK. OMC No. IILV F.A. 08— ss m 98 E GNAL o+TtNTS 02/23/09 6 OF 10 1E L ROBERTO LOWS RE IAA WOOWORD RD LEMS%n 6' NC 2, Luis R. Lomas P.E. 40+4esM9 rlanu»gonu pr o Fl No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2 MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR iE SET IN APPROVED SEALANT 110 WOOD SCREW 10 FRAMING t 2X BUCK BY OTHERS MIN. VENT MIN. UISTMCE VERTICAL CROSS SECTION WOOD FRAMING OR ZX 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 E2I 12 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 REWMNS DCSCRIDI" DA1[ A"&4V ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TES'IINC 10/29/13 R.L. ADDED FLANGE AND FW INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WSTALLATION DETAILS 1 06/20/17 JPL INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WDOD FRAMWG 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 ORMft Or1D N0. F.A. . 08-00498 seat NTS — 02/23/09 —7 OF 10 L ROBERTO LOMAS P.E. NM WOODFORD RD LEWISVRLE NC.'.'0YJ SI408-009 dbMu0Q&bruspr.mm S1GaNED. O612WO77 NIO'F,i 0 51 NNAu` a`\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EOCE DISTANCE METAL e STRUCTURE p BY OTHERS tltltl 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAK. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN L BED OF LPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLAT" NOTES: I. ANTERIOR AND EKTERIOR FINJSNES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITHASTM E2112 im 1/2' MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS OLSCAVigN HOED CHARTS REVSED PER NEW TESTING HOED FLANGE AND flN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION GRAILS JAMB INSTALLATION DETAIL AIETAL STRUCTURE 94TALLAT70N MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS DMwK orL wo. F.A. 08-00498 stxt NTS jwr 02/23/09 1-8 OF 10 L ROBERTO LOLKS P.E. 14W WOODFORD RD LEwrSvALE, NC27= 436e96-0609 +A54lornaw.oa DUE APPAD+I 03/05/12 ILL 10/29/13 R.L 12/06/13 ILL 07/30/15 R.L. 06/20/17 R.L SIGNED: 062W017 OENSF JIS t o 6 •- PDE OF • k 15/&iOINAi1 NG\ Luis R. Lomos P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE N07E 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE 1 1/4MIN. EMBEDMENT 1/ 4' MAX. SHIM SPACE r EXTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CO• VCRETS%"S NRYINSTALLATaV 3/ 16- TAPCON INTERIOR RrYlow1s REV D[scapnon DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW 7ESTWC 10/29/13 R.L. C ADDEO FIANCE AND FIN INSTNIATWNS 12/06/13 RL D REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/ 4' MAX. SHIM SPACE FMIN. INTERIOR EDCE DISTANCE I 3 MIN SEPARATION 3/ 16' TAPCON EXTERIOR SILL TO BE SET IN A BED Of CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEA44SONRYWSTALLA7XNv TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. I 1 1/4' MIN. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE A. EMBEDMENT DESIGNED INACCORDANCEWITH ASTME2112 SIGNED: 06120120 17 MI WINDOWS AND DOORS LLC 650 WESTET 9,r• 1' MIN. J-,*\r, Elvs EDGE DISTANCE SERIES 420 SGD A*iz = 96" X 80" NON -REINFORCED o'E FLANGE INSTALLATIONDETAILSDATOFr DR/A1e D1vt ro. av 'oF•'P40R107:• iss ONAl1E G\ wuoaE 08-0000T498 E NTS 02/ 23/09 9 Of 10 LROBERTOLOIIASP.E. 1JV WOODFORD RD LEW/MLLE MC 27023 Luis R. Lomas P.E. as 4.7148 0609 roo pularnxyam FL NO.: WOOD FRAMING ..{ r 1/4• MAX BY OTHERS I I SHIM SPACE is WOOD _FSCREW INTERIOR 4- DMIN. EMBEDMENT T-a APPROVED SEALANT BEHIND FIN EXTERIOR 7/16• MIN EDGE DISTANCE L] JAMB INSTALLATION DETAIL / 2• MIN. WOOD FRAMING OR 2x BUCK INSTALLATION METAL STRUCTURE ED 11DISTANCE BYOTHERSAPPROVED SEALANT TRIM BEHINDL 1 1/4• MILD. EMBEDMENT WOOD FRAMING g8WOODBYOTHERSINTERIOR SCREW 1/ 4" MAX. HOOK STRIP 7/ 16• MIN, EDGE DISTANCE EXTERIOR aaisora DCiCWPIgh a1TE Ai ROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED FIANCE AND FIN 015TALLAT10NS 12/06/13 R.L. REVSED INSTM AT10N DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 1 R.L 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS HOOK STRIP ____ SHIM SPACE 110 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMM OR 2X BUCK INSrALLATYON FOR SILL INS TALLATON SEE SHEETS 49. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWLSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP — SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2- MIN. EDGE DISTANCE 1 3/ 8' MIN. EMBEDMENT 010 WOOD loll I SCREWPANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKAVOOD FRAMING 1 1/ 4• MIN. EMBEDMENT r. 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16• TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET CRAT2. PA 17030 SERIES 420 SCD 96" X 80' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS olurle orc a F.A. 08-00498 souE NTS I DA E 02/23/09 ISHMIO OF 10 L ROWRFOLO" P.E. KV WOODFORD ADLEWISNUE, NC.fOJ 424-M4CX ebnwP.aM SIGNED: 06/ 20/2017 AI0 9 E SF •`P TATE OFa— tU 0' PF''cLOR10*• Luis R. Lomas P.C. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY Of THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE Of 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO v 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 1,470 MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH 70 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 W+ O 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—TS .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP, PIX TABLE OF CONTENTS HEET N0. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS ALVSWS DC961WT*N o+tE AIPRD40 ADDED FLANGE AND FIN INSTALATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 FILL SIGNED: 0621n017 MI WINDOWS AND DOORS LLC 11` AA// 650 WEST MARKET STREET CRAT2, PA 17030 0%ki NSA • 0/' % E Ii F. 0 6 x= SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96' X 96, NOTES TAT' Of • y, OF•ORLOt;•? au w.cNo. av V.L 08-02249 G ` srat NTS °"x 10/30/131 Of t0/////ONAIt I\ Luis R. Lomas P.E. L.ROSERTOLOIMSP.E. W WOODFORD RD LEI ISVILLE. NC27D27 u+aesoaos nv.spwn„sAncon, FL No.. 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 6- MAX 1 1 17' MAX O.C. 6' MAX 6' MAX 17' IMAX O.C. 96' MAX FRAME HEIGHT 6' MAX SERIES 420 SGO REINFORCED WTHOUT ADAPTER EXTERIOR NEW DESIGN PRESSURE RATING IMPACT RATINO 135.DPSF NONE SEE CHARTS sl AND.f2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 U2's 9S' 2. MAXIMUM D.LO.: 44 S'S• s 90 S0' HARDWARE FLAT MOUNTED HANDLE SET (9904-145) AT 36 39-ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM8063-76 REONFORCEMENT (688)ATALL PANEL NTERLOCKS CHART PI WHERE WATER INF)LTRATXIN RESISTANCE IS AEOUIRED. CFC uAx c ea,ecr . 4iVIMA S sry I oC6CR011Wm wt I AI VR0+E0 A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. 0 REVISED INSTALLATION DETAILS 06/21/17 R.L. Design pressure Chat (Psi) karts u Rno1 ane TOW Fm= VVW01(in) M*At J0.0 I a 420 1 4a0 6') 60.00 7200 96.00 Pos Np Pas Np s Np 84.0 40.0 5&4 40.0 50.9 0 42.0 8A0 t0.0 552 40.0 4009 T4D.6 4 394 920 40.0 524 40.0 45A 1 171 98.0 40.0 49.6 40.0 43.1 0 35.0 CHART02 WHERE WATER INFALTRATOM RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure &I (pso Frwo SWho Pano1 am Tout Fryro Mdu1(n) HDSM 30L0 I 39LO 420 46.0 6a00 7200 0400 moo Pos Nso Pot Np PCs Also Pot Np 840 56.4 56.4 50.9 50.9 a5.7 45.7 42.0 720 Lao 552 SS-2 48-0 4a0 43.0 430 39.4 39.4 20 524 524 4-4 45.4 40.8 40.5 37.t 37.1 fa0 49.8 1 49.8 4&1 4&1 304 35.4 15.0 0 CHART h Numoor o/ancAw 10"d;lq rpulreO Frame Snob P4W OW TOW kamo Wmn IW) Mows 310 1 3G0 4 1 ' 48.0 lei 600 720 e4 0 96.0 His I Jamb I AILS Jamb AILS I Jama I NLS limo 0 4 6 S 6 6 6 6 6 0 4 B 5 6 6 B 6 6 920 4 B S 0 6 6 8 6 9L0 4 6 S 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V.L 1 08-02249 91-" HTS JIMIE 10/30/13' -2 OF 10 LRMRTQL0314 P.E. tot WOODfOWO RD LEW1SVXLE, NC 27M A:I. .ose9 &w=p4em4rs"wM SIGNED: 06/2I&0I7 GEMS'c 6 51 •1r oTATE OF 4 D"° Fs; OR tO G_i*: nIIIIN"' Luis R. Lomas P.E. FL No.: 62514 e L FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k .LAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX6' AIA1f I O.C. 6' MAX 6' MAX 1 Y MAX O.C. AX AME GHT 6' MAX 1 AN SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILL FORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACrRATTHG REQUIRED s35.0PSF I NONE SEE CHARTS II AND 42 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (9944.145) AT 38 3M• ON CENTER FROMPAHEL BOTTOM METALUC TANDEM ROLLERS (9947.19S) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-T6 REINFORCEMENT (8") AT ALL PANEL INTERLOCKS Kv I otscmpno l cat I AYPRO/CD A ADDED FLANGE AND FIN INSTALLATION 12/1a/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 ILL. NOTES: 1. MAXIMUM PANEL SIZE 48 flr x 95' 2. MAXIMUM D.LO.: 44 SB' x 90 SS• CHu1RT ae Number o/anchor locadonsraaulroO Fnwo SYplo PanMI One Tool urd 14etl10n) He'91w 30.0 30.0 420 1 48.0 ih) 60.0 720 44.0 1 9&0 Has Jamb HdS Jamb Jamb S4.0 4 6 5 6 8 6 S&O 4 6 5 6 NIJ4ambHAS8 6 PLO 6 S 8 6. 90.0 6 5 8 6 16 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION V.L 03-02249 w Lc NTS o"n 10/30/13 —3 Of 10 L 0100ERTO Lol"s P.E. I4M NOODFOAD AD LENrSVAIE, NC 27= 4W404M xbmaaftf SIGNED: OW1/2017 1t• p„6Qg . OF tr lMATE ZpF 4,-Z ri, :ol0R101: ,iF ONA 11Ea Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' M!N. OR 2X BUCK EMBEQMENT BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUATOV NOTES: I. INTERIOR AND EXTERIOR FINISNES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 41N. cuoe vibTANCE aTc ArcaDrto ADDED FLANGE AND TIN wSTALUITION 12/10/13 R.L. REV15E0 INSGwnoN DETAILS OE/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L 1 3/8' MIN. /4' MAX. EMBEDMENT7F' SHIM SPACE a"-'— INTERIOR 1/2' MIN, EDGE DISTANCEY3 FCRM---ri 10 WOOD — SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAILOR2% BUCK BY OTHERS VOWD FRAMING OR 2X BUCK INSTALLATION SIGNED: 062112077 MI WINDOWS AND DOORS LLC aL1TIIt/,/ 650 WEST MARKET STREET GRATZ. PA 17030 5 A' LDS v.C.ENS+F'9sii SERIES 420 SGD REINFORCED WITHOUT ADAPTER X 9 4.-'TAY;0IF9fRAMEINSTATALLATIOONDETAILS oR.rle o c o. 08-0229 ncv C c/•'°C0FIID 1S• Sj// o`n 10/30/13 H4 10 L•CV• LNALcENTS L. ROBERTO LOLuS P.E. N= WOODFORD ADLEW$YV L& NC270C1 Luis R. Lomas P.E. cw4w' adw AwnsBRl egiy..mn FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE r 1/4' MAX. Ie r SHIM SPACE 810 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2• Mil EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ALY 1 OTSCRPIIOII "Ir AMAOyLD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 0 REVISED INSTALLATION -DETAILS 03/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96, FRAME INSTALLATION DETAILS V•L 08-02249 tt"Lt NTS of10/30/13 —5 OF TO L A06ERTOLONAS P.E. tan %000AORDAD LEVVISVILLl. NC 27M 4""lam AonuS®woma _ SIGNED: 0fV21/2017 ILI w i G E N SF; 9il+i TAT SF EO; i . n•, A 0NA 1 Y\\` Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN 1• MIN. REV DESCAIrnon DATE mpw'm SEPARATION EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. n 1 1/4• MIN. a;•• EMBEDMENT 1 1/4• MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4• MAX. SHIM SPACE OPTIONAL 1x BUCK 1/4_ MAX. 1' SHIM SPACErTOBEMIN. : INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 3/16' TAPCON 3• . .. MIN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN ABED Of APPROVED SEALANT 3/16• TAPCON EXTERIOR 3/16* TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRET&MASONRYINSTAUATON CONCRETE TO BE PROPERLY BY OTHERS SECUREDSEENOTE3SHEET1 a NOTES: y 1 1/4' MIN. 1.INTERIORAND EMRIORFINISHES. BYOTHERS j ' . ' EMBEDMENT NOTSNOWN FORCLAR171: 2. PER/METER AND IWNTSEALANTBYOTNERSTOBE 4 • . DES4NEOW ACCORCANCE INITHASTM E2T 12 SIGNED: O&Q1/2017 MI WINDOWS AND DOORS LLC 1111111lIII, 2 7/8• MIN 650 WEST SEPARATION EDGE•DIISTANCE GRATZ,MPAKE 3TOREET vJ\S GEMS'y,'i VERTICAL CROSS SECTION SERIES 420 SCO REINFORCED WITHOUT ADAPTER 0 6 *= 0%" ET114ASONRYINSTALLAT10N 96' X 96' FRAME INSTALLATION DETAILS vv p TAfd OF •` i0osnm LMC "° 11ty ii'ot`'FLOR10*• ` 08—y0122249 C i SS OMA i4 G\ newt NTS °"'< 10/30/13 6 OF 10 L. ROBE'RTOLO.tKS P.E. fAVWOOowRDADLEW/ SvxLENCZ7= Luis R. L.E. PLomasas47+ di/09 dt usoom adpr,mm FL NO 1/2' MIN, EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK I EMBEDMENTBYOTHERS 1/4' MAX, SHIM SPACE B10 WOOD SCREWS EXTERIOR LL-U LLU INTERIOR f0 BE SET IN OF WED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT wv vha.r.nyG VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSrALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISNE& BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIG EOINACCORDANCEWITHASTME2112 Ia1 sloNs a" OESCRIPSION GJE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REWSED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLUTION DETAILS 06/21/17 ILL 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1MII N. INTERIOR EDGEE DKTANCE 010 WOOD SCREWS EXTERIOR 7" WOODFRAMINGJAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2X BUCK WSTAUATION BY OTHERS SIGNED. 06/21r1017 MI WINDOWS AND DOORS LLC 650GRATZMPAKE7030STREET 111111Iru/,, J S EH:I!y. SF •' % TAY SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96* TIO_ 9 FLANGEINSTAlUTiONDETAILSpOF z 11O . i'° h`• O<OR10"'•,k: z ` rS ...... oRArx V. L o c "° 08- 02249 RLV C G` Luis R. Lomas P.E. 1c, NTS — 10/30/13 —7 OF 10 LRODERIOLOAlASP. E. I4= M 000FORD RO LE WISVIILE. AIC 27 AU4& 96O /lb 5'®kbNtpr.Cpn FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND OTTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS T08E DESIGNED IN ACCORDANCE WITH ASTM E2I12 1 /4' 1,W. SHIM SPACE 910 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT im 1/2' MIN. EDGE DISTANC Im 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Ramos ocknenaw ate .PnRo.>a ADDED FIANCE AND FW INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- X 96' FLANGE INSTALLATION DETAILS aumm u c .o V.L. 08-02249 scut NTS °10/30/13 15mwS OF 10 L RDLTERTO L0n4.9 P.F. t+i2 W000"D AD LEW1SVXLE. AC 27= 43""46" npr, SIGNED: 06,2712017 S p- 0 G E 0 5 ••*= 97E OF : iOFS C0Rot. G? OIVA 11E 1`` Luis R. Lomas P.E. FL No.: 62514 I T/2- MIN. 1' MIN. SEPARATION EDGE DLSTANCE 1 1/4' MIN. eCONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL IX BUCK fTOBE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON EXTERIOR INTERIOR SILL TO BE SET IN A BED OF 3/16' TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/B' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETS-4SONRY INSTALLATION WAS" fev oLSCRAIr N DAM APPWO M A ADDED T1.AWX AND FW INSTAUATION 12/10/13 1 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED WSTAtLAT1ON DETAILS D$/21/17 R.L. 1 1/4' MIN EMBEDMENT J 1/4' MAX. I SHIM SPACE 1' MIN. ` • ' EDGE DISTANCE o 3' MIN, SEPARATION v 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETS MASONRY INSTALLAT ION NOTES: f. INTERIOR AND EXTERIOR FINISHES, BYOTNERS NOT SNOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM U112 SIGNED: 06/21/20T 7 MI WINDOWS AND DOORS LLC 01tt1illll" 650 WEST MARKET STREET GRAT2, PA 17030 VC, O,//i E NS VO oISERIES420SGDREINFORCEDWITHOUTADAPTER 96' X 96' x FLANGE INSTALLATION DETAILS 6 a y o-- TAT OF Zz 2'wh`s:=°LUR10T: 01ONA11E VV` W.Arx V.L orc rro. 08_ Pur99 av C IsvcNTSo`n 10/30/13 Of 10 L AOBERVLEWzS xLE. u02 NDOOfORD RD LEWISVRLE. AC2>CJ Luis R. Lomas P.E. 0&00mww FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT 1- APPROVED SEALANT BEHIND FIN y8 WOOD SCREW APPROVED SEALANT BEHIND FIN 16 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR J 1/4' MAX r SHIM SPACE 1 I— 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BAG! INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. DCWRFWN DAIE A PROHD A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS OB/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIV. TRIM INTERIOR 1 1/4• MIN. EMBEDMENT MASONRY/CONCRETE r BY OTHERS I BUCK BY OTHERS. HOOK STRIP IX BUCK TO BE PROPERLY ^. SECURED EXTERIOR) PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAYACONCAETE 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2' MIN. DISTANCE jEDGEDiSTANCEMIN. TRIM INTERIOR EMBEDMENT HOOK STRIP ----r-m4 HOOK STRIP S#CIREW LF DRILLING 10 WOOD SCREW EXTERIORZ PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE ZX SUC 11010" FRAMING SIGNED. 0642112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 0%IIIIIIIII/ S, , , 0/i In, EHS E'y;. SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1t• Or 96' X 96' NAIIFIN B HOOK IMSTALLATION DETAILS 6EpO•• TAT Of C NOTES: 1. YVTERIOR AND EXTERIOR FkVISHES. BY OTHERS. nrorSHowHFORCLARrrY DRAW V. o+e MoL. 08-022a9 i i ORlO;• IPERIMETER ANDJatiTSEALANTBYOTHERSToBE C NTS 10/ 30/13 T10 Of 10 s/OMAL E s G` II111111111 DE"NEDINACCORDANCEWITHASTAI E21,1? LAWATOLOMASP.E. 14= NCOOFORD RD LEWSWLE AC?JO.;J Lul4 R. Lomas P.E. 434480.060 mac" FL No.: 62514 Iavdlor oLV oclicrar " s MTE APPAOVM A ADDED CHARTS 03/08/12 R.L. 8 REVISED PER NEW TESTING 10/1S/13 R.L NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALIATIONS 12/06/13 R.L. j REOUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST 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 Cea1.6 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 R 0 IIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHcRE 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 REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPOONS 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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). SIGNED. O6/2212017 D. METAL STRUCTURE: STEEL 18GA 33KS1 OR ALUMINUM 6063-T5 .048• THICK -MINIMUM MI WINDOWS AND DOORS LLC15. APPROVED CONFIGURATIONS: XIX. NN111 11I/A/A 650 WEST GRATZ PAK17030 ET RE vJ\S GENS91i i SERIES 430 SGD Q6 *= 143' x 80' NON REINFORCED NOTES Zp TATE OF TABLE OF CONTENTS owe DOC MD. KV °F• ACORlO d• ijs/ SHEET N0. DESCRIPTION F.A. 08-00502 E W 11E G 1 NOTES NTS I>A1t 02/23/09 w 1 OF 9I2ELEVATIONAD4OOL NC2M-3 Luis R. Lomas P.E.14VIV 3 — 9 INSTALLATION DETAILS LU4811460 mm FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX -{ , 7 MAX 6' MAX 6' MAX L 17' MAX so- O.C. MAX RAME T- V MAX I X X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.OPSF NONE SEE CHARTS a1 AND sY FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 46 1!t x 79- M4XIMUAr O.LO.: 44 3W x 74 41r HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET 09-04-145) AT 36 314- FRO METALLIC TANDEM ROLLERS (99.17.195) AT EACH END REV DISCA TION aTE AHRn)Ym A ADDED CwunS 03/06/12 R.L. 8 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 06/22/17 R.L. CHART*? WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design premtrre char[ (pso Frame Single Panel and ToWl Framo WidD1(in) Haight in) 30.0 90.00 36.0 108.00 420 126.00 F 47.7 14100 Pot Nog Pos Hey Pos Nag Po s Noy 80.0 a0.0 Sa.9 40.0 1 46.0 40.0 1 432 40.0 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (ps* Emma Si1gb Panel and Total Frame Width (i Height in) 30.0 90.00 38.0 108.00 420 12&00 47.7 143.00 Pos Noy Pas Nog Pos Nog Pos Nog 80.0 54S 54.9 48.0 1 46.0 43.2 1 43.2 1 40.0 1 40.0 CHART a3 Number of anehw loudons roqulrod Fraaro Singe Panel and Total Frame Width (in) 1 in) 30.0 1 3G0 1 10A0 420 126.0 47.7 143.0 H&SNbS Jamb I H&S I Jamb I H&S I Jamb I N85 I Jamb 80.0 6 1 5 1 7 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' z 80' NON REINFORCED ELEVATION F.A. 1 08-00502 1 E tt"F NTS I a`1C 02/23/09 ISH=2 OF 9 L ROMATO LONAS P E. 2"DW W0 RO LEWJSMLF-NC 27= A.W.6d1,0 09 AwraspYkma pacoon SIGNED. OW2. 2017 G, cE6F IYS'*; 4oTATE OF F Luls R. Lomas P.E. FL No.: 6251A 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING EMBE MENT OR 2X SUCK 6Y OTHERS 71/4' MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR I I 11 11 It I I I I INTERIOR SE7 IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/Y MIN. EDGE DISTANCE I10 WOOD MIN. SCREW MENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 1NSTALLATTON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM 62112 1/4' MAX. F SHIM SPACE LSCOA/IION att APPAOVEO A ADDED CHARTS 03/08/12 R.L. rowv8 REVISED PER NEW TESTINGATI 10/15/13 R.I. 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.I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCX INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS ORMft ore no. F.A. 08-00502 uut NTS — 02/23/09 1-3 OF 9 L ROSERTOLOAKSP.E. I4-V "C00FOR0 RD LEWISvRLE. NC 2.0.'7 AN4"-0609 ifmas Hemrsp..ewn SIGNED: 0622/2077 1R I to i o 51 ••*= p • TATE O V+ Fs;' ci0R10T: ORAL1 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 2' MIN EDC DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITNASTM E21I2 1/4' MAX, SHIM SPACE AS OR RILUNG L TO BE SET IN BED OF APPROVED UANT 1/4' MAX. I SHIM SPACE 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS DCSCR 11011 WE APPROVED HOED CHARTS 03/06/12 ILL REVISED PER NEw TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATNN DETAILS 08/0/15 R.L. REVISED 1NSTAUATION DETAILS 06/22/17 ILL INTERIOR it f-1 - JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS ORAm: arc a F.A. 08-00502 SCALE NTS °"h 02/23/09 5"a'4 OF 9 L ROCERTOLORtA,S P,E 1422 WCOopow RD LEW/SV4LE. Sc 27M ea+ocos 1 Rdbxlu+p mm SIGNED: 0&22/2017 I04f / 0 51 i t`• LOR10 • iNA `)III1E, G\ 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 CONCRETEE BY OTHERS 1 1/2• MIN. 1• MIN. SEPARATION 1 EDGE DISTANCE I 1 1/4' MIN. 1 1/4- MIN. c EMBEDMENT EMBEDMENT MIN. EDGE DISTANCE W M MAX. M SPACE T 3• 3/16• TAPCON MIN. SEPARATION EXTERIOR INTERIOR DLrANAl1UN - VERTICAL CROSS SECTION CONCRETE MASONRY INSTALLIT PON 3/16' TAPCON - SILL 70 BE SET IN A BED OF APPROVED SEALANT 1 CONCRETE/MASONRY 9 BY OTHERS 1 1 1/4• MIN. EMBEDMENT 1• MIN. EDGE DISTANCE Tmo R[Y RD b10M O(5[mvnow wt P ROVO A ADDED CHARTS 03/06/12 R.L S REVSED PER NEW TESTWC 10/15/13 R.L C ADDED FLANGE WSULlA110N5 12/06/13 R.L. 1 4• MAX. 0 REVISED INSTALLATION DETAILS 08/06/15 R.L. IF SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR a rim a - EXTERIOR cl JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEiMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIORANOEXTERIOR FlNOSMES. BYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EPI 12 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC `01111III,,,, 650 WEST MARKET STREET `5 R. to GRATZ. PA 17030 -Z) .-.C, ENse- SERIES 430 SGD _= *• 5 143' ED FRAME x 8S NON RN DETAILS o AiE FRAMEINSTALLATIONDETAILS D • TAT Of ofuvc one wo. RLv srxt NTS °` 02/23/09 08— 52 OF 9 E SIONALt0?``` LROBER1OL0164 P.E. Luis R. Lomas P.E. JAWWOODFORDRDLEWISVILLE.NC27obi fl No.: 6251a 4344&0 W r9wlUSvJrA w*v"m 1/2' MIN. r EDGE DISTANCE 1 3/8• MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS f 1/4' M . 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II I 11 11 11. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETEAAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTA1 E2112 SET IN APPROVED MIN. WENT RrASQNS REV OCSfAWnoN DATE A"XO-= A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATKIN DETAILS 08/05/15 R.L. 1 3/8' MIN. 1/4' MAX. E I REVISED WSTALLATKIN DETAILS 06/22/17 1 R.L. EMBEDMENT F SHIM SPACE 1/2' MISN. I INTERIOR EDGE DISTANCE JIO WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORAwt 9 C RO. F.A. 08-00502 sruc NTS °Ah 02/23/09 —6 OF 9 L ROWRTO t4WS P.F. 14= MOOOiOW RO LEmSYxLE. NG 27= 4 4-W40M dbmsftftneum SIGNED: 0&22/2017 AS fk l ltro GENst•'r zp • OTA5OF ¢- i0 cF'' clORlO• 2: ONA 1E:C,`\\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE r METAL I STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED 11.ANT po Sms SELF DRILL SO METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINSHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE T B10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. F SHIM SPACE 1¢v oacwnor but APPRO/DD ADDEDCHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. rCADDEOFLANGEINSTALLATIONS12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REr1SED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS owns owc 110 F. A. I 08-00502 uAIt NTS — 02/23/09 —7 OF 9 L. AMAYO LCM AS P.E I= V=DFWRD RD LEWFSVUE AC 2;= 4' 439-OW isallss®Llonuoplmm SIGNED. 06J22&077 k L \\````SC. ENO- A, TATE pFi 0R10t, Luts R. Lomos P.E. FL No.: 62514 1 1/2' MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4- MAX SEE NOTE 3 SHIM SPACESHEET1 3/16' TAPCON EXTERIOR II II II II II If INTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS vr an i ivn VERTICAL CROSS SECTION CONCRETE/MASONRY ONSTAL wow 1 1/4' MIN. EMBEDMENT MIN. EDGE 'o DISTANCE 3' MIN. SEPARATION 3/16- TAPCON SILL TO BE SET IN • ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4^ MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ICA90 s Rtv OCSOMPT" DATE APPR— A ADDED CRAM 03/06/12 R.L 9 REVISED PER NEW TMNG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALOkUON OETAILS 08/0t,/15 R.L. E REVISED INSTALLATION MEWLS 06/22/17 R.L INTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. MITERIOR AND EXTERIOR FWASNE$ SY OTHERS. NOT SHOWN FOR CLAAIfY. 2 PER/METER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACC-OADANCE 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 DwArc ows ra F.A. 08-00502 seAu NTS IWE 02/23/09 —a OF 9 L ROWRTO LOAMS P.E. A= WOODFORD AD LEWISVILLE NC27W3 41FOdb0609 OOma bmm SIGNED: OW212017 ARL I I /Db i STA SE OF : LOR10P • : Luis R. Lomas P.E. FL No.: 62514 1 5/8• MIN. EDGE OAST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS, 1 ' 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE RLMSpgS nn ocwalTOR WE PP"IlD A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.I.. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 00/05/15 R.L. E REVISED INSTALLA110N OETADS 06/22/17 R.L. METAL STRUCTURE 1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SELF DRILLING I SCREW EXTERIOR PANEL 1/2' MIN. INTERLOCK I T EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8 MIN. EMBEDMENT HOOK STRIP B10 W000 DINV--SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCILWOOD FRAM/AG NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTH£RI NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE MTN ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS DRem o c Na F. A. 08-00502 514, NTS 02/23/09 1 SHM9 OF 9 L ROBERTO LOMAS P.E. L43T IVI'KbFOW RO LEN7SVdJA NC:70" 43441AP- 0m r bffuso r mavoc" SIGNED: ow2/2017 Nfo' i 6 5• * _ A : STATFE OF • vz L0R10T; G\ ONA jr11E\` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE 'PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR C0-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 wITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFO FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT. 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-TS .048• THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 E1.EvAnON 3 - 9 INSTALLATION OFTEN C I--- I ..,......,,,,. 1 0+1 1 APPROVED 1 A ADDEO CHARTS 03/06/12 R.L. 8 REVISED PER NEW TIC 10/15/13 R.L C ADOEO FLANCE 1N$TALUnONS 12/06/13 ILL. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INST—T10H DETAILS 06/22/17 R.L. SIGNED: 06=017 MI WINDOWS AND DOORS LLC 0XIIIIIIIIAAA650WESTMARKETSTREET GRATZ. PA 17030 O S R- L J,\G E IV 0SERIES430/440 XIX SGD 143" x 96" REINFORCED NOTES o;/j,, yp • TAT OF D'° F•'QIORIVI, • : 0w.na F.A. oAe "° RLV 08-00503 E i SS • • E` A,IINA11lil Luis R. Lomas P.E. scut NTS 0AW 02/23/09 i; 1 OF 9 14RD EEN7Sb4EE. wOOofOLROlERDLEW)Swa.: A 72AOACTIC" 7 4N4w4 o9 awasowwwp.m, FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART ®3 FOR NUMBER OF LOCATIONS REOWRED 17, 6 MAX 0mAx F 6 MAX 6MAX I L 17' MAX O. C. 96' MAX FRAME HEIGHT i 6' MAX X I X SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 340. OPSF NONE SEE CHARTS lI AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE Je 112'x 95• 2. MAXIMUMD.LO.:443fJ'x90W FROM PANEL BOTTOM t80TTOMRILS ' - INTERLOCK PANEL INTERLOCK MA ON$ A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED :LANCE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CMAAT aI E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE LS REQUIRED SEE NOTE 9 SHEET I Dasfgn prumfe chart fps)) fiw SXT Pans Wd TOIal Ffarm vwlmn (n) H* N SAO 1 3&0 420 47.7 n) moo I IX00 M00 143.00 posl Net POs I Np Pos INV Pos Nit 0 40.0 60.0 140.0 57.9 40.0 520 40.0 4e 0 a& 0 40A 5D.O 1 40.0 1 54.6 40.0 489 400 45.0 920 40.0 1 69A 1 400 1 517 40.0 46.1 40.0 423 no 40.0 1 56.8 1 40.0 1 49.0 40.0 43.7 400 40.0 CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SFF AM1TF o C.PPT r Dos! n prsswre Chart (ps)) Franc Sn0"Fa maw low From/ won(n) 9k mo 3d0 QO 47.7 n) 00.00 l0d00 iM00 l4300 PCs Hop Pos Np Pes Noy Pot Np 0 60A 060.0 AA 57A 520 520 4&0 40.0 aa.0 6D.0 540 5.6 4&9 ae9 4&0 450 920 WA 59.5 51.7 51.7 461 4&1 423 42.3 9& 0 5&6 5&0 4&0 490 q.T a3. 40.0 a00 CHART 02 Numb- o/ ane0or 10"uons rpulrod Frorm 5rgo P.VW ar10low Franc W/Tn (n) p" M 70. 0 1 XO 420 47.7 n1 90.0 1 10e.0 126.0 14jLo H4S lmO H&S I Jamb 0" Jamb HdS J4m0 SAO e 6 1 7 1 a a 6 9 6 w 7 6 7 e e 6 B 6 920 7 8 7 e a 8 9 6 9d0 7 e 7 6 e e 9 1 6 MI WINDOWS AND DOORS LLC 65D WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SCO 143' x 96' REINFORCED. ELEVATIONS F. A. 1 08-00503 x" F NTS 0" 02/23/09 -2 OF 9 L RWRTO LOWAS P.E. r43T W000FORDADLEWLSMtt NC 2T029 4&- CASOM atom a" 1L APPROVO 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 FILL 09/ 05/16 R.L. 06/ 2Z/17 RL SIGNED: OWZ2017 II R E0 0 5 ••*= aE iiP••' c( !••' 4u NA,1 oC` Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. av fxvaxms EDGE DISTANCE Tt ao+m A ANEO CIURTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L. WOOD FRAMING 1 3/8' MIN. EMS—EfMENT C ADDED FIANCE O4iAL1ATIONS 12/06/t3 R.L. OR 2X BUCK BY OTHERS D REMSED INSTALLAMON DETAILS 08/05/15 R.L. 1/4• 1 3/8' MIN. 1/4' MAX. EMBEDMENTmrSHIM SPACE ItREr1SED ISTALWION GRAILS 06/22/17 R.L. MAX SHIM L_ I O p10SCREEW SPACE 1/2' MIN. INTERIOR EDGE DISTANCE r= 110 WOOD SCREW ID FRAMING 2 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITYY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 u =u 110 WOOD SCREW BE SET IN F APPROVED EXTERIOR WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MIN. MENT SIGNED. 06=2017 MI WINDOWS AND DOORS LLC 0111111I1/// 650 WEST MARKET STREET 5 R' to,o//,i GRATZ. PA 17030 , F i SERIES 430/440 XIX SCO _ >A • iv( 061f n* = 143" x REINFORCED ,x9 FRAME INSTALLATIONLATION DETAILS pO• TA7 OF btu` oIIAr/e o s o. uV (OR70* • F.A. 08-00503 E isS/ONAL E G` WALL NTS — 02/23/09 —3 OF 9 //111111110 L AOSEArO LOMLIS P.E. 143i"00OFORDRDLEWISVMLE NC2, 7! Luis R. Lomas P.E. 4JUe65.OW9 ,bn mfim ,.,,.— FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4• MAX. SHIM SPACE EXTERIOR TO BE SET IN ED OF APPROVED ANT 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SNOW/1 FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2I 12 1/2• MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 1/4- MAX I SHIM SPACE tA I tHIuK RNISIONS ACV DESCRVigN WTE Npftuvo A ADDED CHARTS 03/DS/12 Rd. B WASED PER NEW TESTING 10/15/13 R.L. C ADDED FLAKE WSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION OETAILS 06/22/17 R4 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&22,2017 MI WIN650OOWS OORLLC 04f,,' WESTMARKETSTREETGRATZ. PA 17030 1R v • OENSa. c9o r, SERIES XO ED 96* REINFORCED x96' REINFORCED FRAME INSTALLATION DETAILS 4.TaAiirOFS143' 0DOi' t.S.c(0R10T: DRUM: o c RD. RLV F. A. 08-0000503 E i s OMA Luis R. Lomas P.E. FL No.: 62514 aTE te"NTS 02/23/09 4 OF 9 L ROBERTO IOAPS P.E. 14M WOODFORD RD LEWISVILLE NC TO_'+J 43a• G1 -M9 ilaquSeewusp.mM RM9016 1 1/2• MIN. 1• MIN, ocscAP110r MTE APP" SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. e 1 1/4• MIN. 1 1/4• MIN. /4• MAX, C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1 EMBEDMENT EMBEDMENT SHIM SPACE 0 RMED INSTALLATION DETAILS 06/05/15 R.L. CONCRETE/ E 7REviSED INSTALLATION DETAILS 06/22/17 RL. MASONRY 1 • . • ..' :. BY OTHERS MIN. OPTIONAL EDGE Q IX BUCK DISTANCE INTERIOR TO BE PROPERLY 1/4 MAX. no SECURED SHIM SPACE SEE NOTE 3 SHEET 1 3" 3/16•.TAPCON MIN. SEPARATION EXTERIOR INTERIOR ••a', 3/16• TAPCON ' SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16• TAPCON - SEALANT' JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATIOIV MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED 8Y OTHERS SEE NOTE 3 SHEET 1 a 1 1 /4• MIN. I. INTER/OR AND EXTERIOR FINISHES, BY OTHERSEMBEDMENTHOTSHOWNFORCLARITY. s ' 2. PERIMETER AND JOINT SEALANT &Y OnfEiS TO BE A DESIGNED IN ACCORDANCE WITHAST u E2112 SIGNED: 0B222017 2 7/B•• MIN. 1• MIN. MI WINDOWS AND DOORS .LLC 1L111IIr!! SEPARATION EDGE DISTANCE 650 WESTZ MPAARK' T03 REET `J S RE LVERTICALCROSSSECTION CONCRETEIMASONRYINSTALLATTON SERIES 430/440 XIX SGD *• 0 61 x 143" x 96' REINFORCED FRAME INSTALLATION DETAILS E OF ; 2 08-005 scAu NTS °A 02/23/09 T53 Of 9 E rO111A1111``` L R06:RTO LOMAS P.E. Luis R. Lomas P.E. 1.r WDW000fCRDLEW/SftLE NC2= FL No.: 62514 ID FRAMING t 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR IJ10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE MIN. EMBEDMENT 1/4• MAX. SHIM SPACE 1 3/8• MIN. EMBEOMENT T-- 1/2• MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK SY 07HERS 1 3/8- MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMrNG OR 2X BUCK WSTALLATION NOTES. 1. INTERIOR AND EXTEMOR FINISHES. BYOT HERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE V4TH ASTM Elf 12 1/4• MAX. r SHIM SPACE RLV4LONS Rtv DOCRIF!" Mi. APP*D" A ADDED CHARTS 03/08/12 R.L. 6 REVISED PER NEW TESUNG 10/15/13 R.L C ADDED FIANCE INVALIATIONS 12/06/13 R.L D REVISED INSTALLA710N DETAILS 06/06/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRO t 0. QAC N F.A. 08-00503 scut NTS — 02/23/09 —6 OF 9 L RWRM IOW S A 14J2 RCQ0F7RO RD LEWISVR.LE. AIC 2,= U+-6E3•0609 ft%A*pvm SIGNED: OW22017 Stt k• 0 51 ><` A,E OF O S Al, Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN _ EDGE DISTANCE GAI CNIUM rIC IVA 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 INACCORDANCE W1TH ASTM E2112 1/4• MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1/2• MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX, SHIM SPACE RCNSgRS Rev CCSCAV w" W1E AP ROVEG A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L. C ADDED WhNCE INSTAUATXINS 12/06/13 R.L. D REVISED INSTALLATIDN DETAILS 08/06/15 R.L E REVISED INSTALLATgN DETAILS 06/22/17 ILL 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 DRA"L Or c RO. F.A. 06-00503 scA1E NTS 6' 02/23/09 --7 OF 9 L AMR70 LONKS P.E. 1432 WWOFORD RD LEW/SVI LE. AC 27R°J' 476e00609 RortuR®ruireRy.sam SIGNED. 062212017 GENS s 0 5 1 •1t= EOF A11 a`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a •• 1 1/4- MIN. EMBEDMENT OPTIONAL 1X BUCK TO BEBE 7hMPROPERLY SECURED E NOTE 3 SHIM 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 ° MIN. SEPARATION ° 3/16' TAPCON SILL TO BE SET IN ° A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT O u 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CCNCRET&M4S0NRY 1NSTAU ATTON INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RlVL90N5 RLV ot5Cwllow C+tt A PR%M A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE 1NSTALATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETEWASONAY WSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN ASTM 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 UI:Mf7C oAs Ro. F.A. 08-00503 41 NTS — 02/23/09 —8 OF 9 L ROBERTO LOL45 P.E. ty2 w>7OpfipWO RO LLZYISY4LE RC 2'0Y! a.•sssaaos rR+nut bnup. mn SIGNED: OW212017 J• •G E NS,:9J+' 0 51 *= 0NA„ERN Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP J o 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE SECURED VLPROPERLY3/16" EXTERIOR — PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAY/CONCRETE METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP IV ocsckvnoN OAX APPR"D A ADDED CHARTS 03/06/12 R.L B REVISED PER REW TIWwG 10/15/13 R.L. ' C ADDED f1.ANCE INSIALLATIOIIS 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 010 SELF DRILLING Aj SCREW 1/2' MIN, PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION v _ METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP D 110 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKNVOOD FRAMING NOTES: 1.WTERIORAND EXTERIOAFINISHES. BY OTHERS. NOT SHO WN FOR CLARITY. 2, PEAIMETER AND. OINT SEALANT BY OTNEAS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGD 143" It 96" REINFORCED HOOK INSTALLATION DETAILS DAWN. o c so. F. A. 1 08-00503 seas NTS JDATE 02/23/09 1 S'w9 OF 9 L ROBERTO LOMLS P E. 1412 WOODFORD RD LEWISVILLE. NC 27022 rraees• ocos 'a-we urmswc m SIGNED: 0612/2017 0 57 sr= T OF W _ R10r Luis R. Lomas P.E. FL No.: 62514 IE RegulationBusiness & Professional roc SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff aCIS Site Map I Unks I Search Florida 1 R Product Approval l a USER: Public Userd: Product Approval Menu > Product or AppllwUon Search > Application Ust > Application Detall 0 OFFICE CF THE FL 4 FL9174-R12 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Mark_Garon@Overheaddoorcom Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark—Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv W02017-OO1R2 Evaluation Report - FL 9174 PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 S120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 I[ 0228-3189S8-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection Supp sioned.odfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +1S.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 1112 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart signed.odf FL9174 R12 fI 324620 P16 Jamb Connection S1uno sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: Yes Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0234-319022-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Suoolement Chart slaned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sloned.ndfImpactResistant: Yes Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 If 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 iI 324620 P16 Jamb Connection Supo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL2174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 tI 0233-319000-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 iI 324620 P16 lamb Connection Suoo slgned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL2174 R12 lI 307494 PII Track Supplement Chart signed.odf FL9174 R12 It 319040 P1 Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R. li 324620 P16 lamb Connection Suoo sloned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 40237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-31902S-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.odf FL2174 R12 iI 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 iI 324620 P16 Jamb Connection Suoo sianed.odfDesignPressure: +39.20/-43.70 Verifled By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.22F Created by Independent Third Party: Yes 9174.11 5120/5340/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing1#0600 available in top or Intermediate section. Limps of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 1311 Track Suoolement Chart sipned.odf FL9174 R12 it 324620 P16 lamb Connection Suoo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 307494 Pll Track Suoolement Chart sloned.odf FL9174 R12 II 324620 P16lamb Connection Suoo sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 S120/S140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 Ii 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart signed.odf FL9174 R12 iI 324620 P16 lamb Connection Suoo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 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: +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. Installation Instructions FL9174 R12 It 0603-319029-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0604-319030-P6 S.odf FL9174 R12 iI 307494 PI1 Track Suoolement Chart sioned.odf FL9174 R12 It 319040 PI Post istall Instructions signed.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.9DF Created by independent Third Party: Yes 9174.16 1512015140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use 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. 9174.17 IS120/5140/6100/9100/9400/9600 0606 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 If 0605-319031-PS S.odf FL9174 R12 If 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Glazing available In top or intermediate section. Installation Instructions FL9174 R12 It 0606-319032-P7 S.odf FL9174 R12 If 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 it 319040 PI Post Istall Instructions sianed.odf FL9174 R12 U 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 IS' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Suoolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 ii 319040 PI Post ]stall Instructions sianed.odf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection Supp sloned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 IS' 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 tI 0608-319034-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 It 307494 P11 Track Supplement Chart sioned.ndf FL9174 R12 It 324620 P16 Jamb Connection Suoo sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation 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 lI 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 1f 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 It 324620 P16 Jamb Connection Suoo sipned.odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.13DF door. Created by Independent Third Party: Yes Baeh P.-.1. Contact Us :: 2601 Blair Stone Road. Wahassee FL 32399 Phone: OSO-487-1824 The State of Florida Is an AA/EEO employer. CoWaht 2007-2013 State of Florida.:: Privacy Statement :: AccesslbllM Statement :: Refund statement Under Florida law, email addresses are public records. Y you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8SO.487.1395. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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 recod. 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 Bcensee under Chapter 455, F.S., please click b=. Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product.Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope D. Lam: •.N No.46718 Lu STATE OF <C/ 0NALE\.. Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WO drawing 253209. These doors were tested at an accredited laboratory according to ANSUDASMA 108-2002 and ANSI/ DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/ DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model # 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 sf 43.20 / 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-136 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation ; O D N D. y,',, No. 46718 1. OTSTATE OF ZORIDA .• ' 2 Z NAL 11111I W\\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-126 ,.' Impact Ratin No Yes No No Yes Q- Table I — Doors under Evaluation iI'',irr,i ON D. TyO'% CENSF •,j9Ni No. 46710 p STATE OF FL9174.16 FL9174.17 FL9174.18 FL9174.19 FL9174. 8'/ Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9° xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 sf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga TvDe Drawing # 319031-P5 319032-P7 319035-136 319034-P5 319033-P6 Impact No No Yes No No RaUn Table I — Doors under Evaluation C. Conclusion ONA- RIp .••(j 12tz31% 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 5'" Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial Interest in any other entity involved In the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 UUAL 1. NON-4LIPACT RESISTANT GLAZING OPTION MNWIN SSB GAZING N MOOED FRANCS SCIEYED 13 W MM ANWE TOGETHER WTM A MINIMUM Or (e) #&1' SOAfffi INSTALLED IN TOP CH INTERMEDIATE SECTION (VIM OR VATHOUT DECORATIVE INSERTS) MEETS VW FORA STA71C DESMIN PRESSIIIES SHOWN ON THIS DRAWMC. GLAZING U W MO ANCLE- SMALL HAW A MAMIILIH IEONT OF 1175' AND A MAIIMW LENDM OT IL7r. GAZING IS NOT IMPACT 16 W ION KOOCHQ• RESISTANT AND DOES NOT MEET ME REOWRE/ENTS FOR MNND-DOGE DEEM REGML L IMPACT RL'SCrUNT CLAM OPTION - IMPACT LAC RESISTANT GLAZING SYSTEM NAY BE INSTALLED N COP D4N 3 As OR NTERIIEDIATE SECTION (%IIH OR WTHOUT DECORATIVE SHOWN) OISERI! QAZNG SHALL BC 1/4' 1WIRDlLN-M le W MN VERT• POL lE OR EQUAL 0FA2NC SIIALL RAVE A TRACK MAHOAIM HEIGHT OF ISM' AND A MAVAN LENGTH O Aar. CA7310 IS INTACT RESISTANT AND DOS MEET OETAL 0 9EEt lI W A-$INUI SCIM"O To LOWED IITEOIAL RT CF OM AND 01'ONATCH STU m OP 1/4-20a/l1' TRACK- DOLT AND / 2D XEf FACTORY INSTALLED INSTALLER SMALL FIELD INSTALL (1) OR AT EAbt .0 JAYe 1 4-taa7//BB'' SELF DRRLNO CRII'7HE $MEW TO ATTACH t E J-STAU1 7O THENTECRAL NCO AND OPERATOR STILE BRACKET LOCATION AT THE OENitmi E or THE ODOR PER GOAL f CH w 1 1 VINYL OR RDm DOOR STOP HALED A MAXIMUM OF r Ln MUST OLTIRN TOP AND Goa EARS Or PANELS MINIMUM 7/1/' TO MEET NEGATIVE PNFSSIIDEL 4 NET LOLL am LO= OR OPCIATOR HEOMRED. 15 oA BRACKETS• 1 SECTION SMALL DE CCHITIMICTEDS)LA NTH In JAMB BRACKETSHEAHmPLACERCHEMICALLYAVLYSEESCH6LFORrm BONDED TO ]0 W MIROd FACER STEEL AND ATO30CAMEUMAC CAOUAg1Y• LOCATION. IMPOI.YLNONAY BAOER. OR 32 W SWELL BAC(EI, FIND AND TYPE CAP TO HAVE A MIINDARI 1.1' 001N. L THE CES7CH or THE S"OR1N0 SIMMMAL KEY I= OR SIDE LOCO. ELEMENTS S LA L BE THE RESPONSIBILITY OF ME 807N 1 S (NOT ROFMC AL Or RECORD FOR THE &URGING oft REQUIREDWa OPEIAlan STRUCTIAE CEANDINACCORDANCE WTI CURRENT BUILDING SEE MOTE ). SLIDE CODES FOR aE LOADS LISTED ON INS ORABRL LOCK SHDNN Foot 7. ODOR AVA 10 DE 10NDAN 2a0 STDICINUL GRADE CLARITY H.IIAOEA pE1ER m JAIO CCHIECTICH RIPPtEMCNT FOR NDTF• (4 XC71D N SOD ATTAC MEAT m SIWDRUD STRUCNRc DOOR SEE SHEET 2 FOR U-OAR LOCATIONS L LOUVER OPTION - .OD• MOaAAI LOUVERS N LIDDED ON Goons WIN CUBA CRANES SOIEWUP TO IRA WIN A 14OIIM OF (1) SM710M 01WRIES AND Bat' SOIEDS INSTALLED N THE BOTTOM SCCTON. LOUIERIEEE SARENOTIMPACTRESISTANTAND00007SEE NMI AID 2 CH THIS SHEET FOR THE RECORO•TNI! FOR VIDD-BORNE DEBRIS RE00N5 LOUVERED SECTION REmIRCS OPERATOR SIRE 10 M 1--- 1- .1 Etc ECM E r er TMr mm SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHTWORM LOIN EACH JAMB (PLC) M II• - NY ALL 2D7. -!a4 la- E ALL ID -201A Ir- 0• ALL 4155.1 -1 lE- 0' ALL Inn -144.0 W END CAP It W OPERATOR SORE ADHERED TO CENTEA OF REVIS30MS 4 CHANGES m GENERAL FORMAT AND CHANGED E U-BAR FASTENER T1M AT END CAft AND BOTTOM RETAIMEIL CHANCED CENTER HINGE BRIDE AND ADDED cm L&UVE'AOPTION. CHANCEDIDENTTI aoo mom COLORED PANT 10 TAMPED NUMBER, CRT I/B/m S ADDED S1WQdPOSED DESIGN PRESSURE LOADS W SUPPORTING SYMCAMMIDCLARIM NUMBER OF FASTENERS AND POINTER MxCCS IEOURL9 FOR IIAmt ^ 11 NROMS. p ADDED IpACT RKssrANGE TO DOOR RETIED MODEL 1f00. ED NOTE 1 ID AlE T LOUNGE NOT IMPACT RESISTANT. OTT gs/D7 7 MOOTED JAMB MEET SCIEDW FOR AT OPTIEN. ADDED LNR TRACK DETAIL SHEET 2 INCREASED MAX HEIGHT m IT-r. ADDED HeCH LIFT AND A" MTCH TRACK MOIL ORT 7/22/De M UPOAIED TIRE BLOCK CRT 0/20/10 PIO MS2B ADDED BOOS, AND NeTF• ( 5) CENTER IQDCS PER JOINT BACKER NOTES AENRED ON DOOR NDIMS GCCATER THAN CSC S/27/2O7 TINKER NUDES PER JOINT RC& UR[D f1N DOOR NDT6 LESS THAN OR EQUAL TO IT-W. JAMB BRACKET SCHEDULE DOOR NE01TNQ OP SBRAOErs NCHJAR® TRACK TIMBRACOETS MEAARED nIOM BOTTOM Or TUCK DIMENSIONS ! n r- 0 O JB 1 C 25-1 JB H JB 5-1 IY Jo o• fAT>sEJB21-I 81,Rp-148oB1Gs.+r-1 asrABm+B MUTTfATJB1JBZta•Js. a4'ASIBJB37-1tB-r SCENOTE IELDIf V71111111 N11 ///, SA 75- OP NIc-vs Tf A) FOLLOWNO DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED 10 TRACK WIN 1/4-204/Ir TRACK BOLT AND KUL WITERFLY SBOL NO ADDITIONAL HARORARE NEO m ATTACH 10 TRACK. C) FOMD'NNO OMCNDCH DENOTES OMCH GOODSDMHICNLIFT. ROOF PITCL L491ALL JAMB BRACKET INSTALLED IN AID/CH OKAIER THAN T IN MOUNT REQUIRE USE OF O NTWOUS WALL ARML SEE S1.PM ANIENT TRACK CURT FOR DETAL& S7A Wayne STATIC PRESSIAtE RAlacs APPROVED L2f5 SCALE N.T.S SIZE A DESIGN + 2590 -2ae0 MAX ILDT1k 164 DATE NMIE FSY•'• OgIDA,•• ` 1O1 J/6/o6 K.Rr S/ N j`. 7/,, NUEit j/• '//// f,,,,; V l/ N°• Dalton. TEST (PSF .Saes -43.zo RATED Ifs MAx HEIGNE Ms'-D• SECTION REICM. 21• E0CED 4/0/06 LRB VDa}( 1ldunae lLbr SILT. OCNN RKMD HBO f GARAGE ODORS OIPACT/ CYCUC (1E5/ND: MAY MODELS 5120/9100/9605 SHEET 1 of 2 11NAH rIG'F. ,1 nR7MaIllR111W101110ON OF OUfDEAD DOOR DRAVINO PART NIL REP. nIIa1C9a1A Dw11mn nAL P%u%M SILT FM MyI1G1I0N O .0" 02413mm DEMAS 3393 A0 U POKSACmA Am A27H ISO 474-OM WINDLOAD SPECIFICATION OPTION CODE 023E 318960 NO 1 I 1 1 13 CA ADANFABLE TOP RACE "AR OVER INTEGRAL NOB 13 CA ADAISTABII FOIIIRE ATTM]ED TD nTN THE `B) N-PUNOIm TOP IUrRW PRE-PUNGGIm NGCR HONES EACH DID FACING UPWARD IN 00T7OM Or U-SAR / AND A= TIRU DID W AT VAIN (2) 1/4-14ASn• CAC"CD M1N (21 1/4-14a7/1'1' / • . CAIPnTE sCAEMS SELF DR01DN¢ 711E SC r FOR STANDARD TRACK AND (3) 1//h14z7/B' SELF GRLUMC OOWTITE SCRE16 FOR LAW HEADROOM TRACK (2 OF "W" °. ARE USED TD ATTAO® THE TON DETAIL BRACOEI AS ). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED 70 USED ONLY ON IMPACT PI¢-R/NOiDD HOLES IN TOP OF U-BAIL U-BM om INNOML RIB WM GLAZED SECTION - 11 roM (]) 1/4-IbO/B' OOp7(fE SC1ET6 THE (B) RE-PUI(OIED, HOES EACH END GA REINFORCEMENT USE IiEYWO Ho(r TN S7JOE ro EISUIE FACING UPWARD NID ATT[A2C H THRU as BRACKET ATLA06D PROPER AUOIIaT a AT EACH DO 3OIErNSA-N.Tn' SwinwELF OR1W(Ch14-7n• IJ' CA NNW AT TACHED OtCEPTION' U-BAR PLACED WEN( 7W COMPARE SCRCIIS (2 HHM (4) v,-1• FBI ON THE BOTTOM SECTION SNML ONLYTHROUGH TOMtRIMPTTTEsC1ELEATTACHEDTHINaDCAPATEACHBRAG= AND 1)-BAR) •YOIOI ARE fACBe MNTN (1 1 4 L 7/I' SETT Dg12N. ATTACHED) CBMPnTE SdEV LOCATED ON THE DETAIL G BOTFLANGE OF THE u-eM IDM NDIF• DIE10CLEARANCESREQUIRED102• NYLON S103JCARD / J BOILER 5 —// 4-1/2' STEM DETAIL R II GA HINGE ATTACHED ATTACH MM (.) 1/4- 20USn• eroNl'b (2 ON INTEGRAL RO AND MM (2) 1/ h2m0/M INCH ARE FACTORY THIN C O® IHOESAT A7TACEA 3 OF 1MOG11 EAON INEWFDIATE MINCE ARE MELD INSTALLED KID lOCA110N (1 TNRU FLANGE TOP LEAF. AND1OFOFIhBARANDBOTIOYMIUCHISFELT INSTALLED MINCE LEAF AND I THOU THR U RUE-NIRICIED HOLE WED OF U-BAR AND IN u DETAIL INTEGRAL REIN or SECTION) C 12 CA BOTTOM BRACKET FACTORY ATTACED MM ' . RB 1H111 3 1 h1445/A• PLACE DM OVER CL AR BOTTOMnTE SCEVS NOTCHCORNTOREMM0MBRAOETANDATTACH1MRuEDCMlAT EACH DD NM (1) 1'=EW A• SELF DAILUN¢ HSDYP111ESRIEWABTOP -ACT RESLSTAME, ` Wi101 BRAOET GUST IE SOE ED 1D THE IOT1pM t . • U-BAR NTH 2) 1/4- 14t7/I' SOE Q,QAIQ IIRIINC L7TOO, SaEMB. SEE IMPACT BOTTOM BRACKET S1HOIw ANO USE 1) 1/4-14N7n• SF]F DIIIWNC QUMPn SCREIT ACRC65 THE IDTTDM OF THE BOTTOM UU-BAR AT EACH PRE-PLINCHED MOM AT EVERY HINGE LOCATION. USE( 1) 1/h70D/I• COMPARE scav AT All H191EA PRE-PIRCO MOLE LAGTIONS DETAIL THIS SHELT. tGENg c'••WjtS1 No.77945 * _ Q •.• STATE OF ; • (( A: OVAL ANlIRIl1111 IYM A ROw9L R Rn"I NCPL CHHO FL R THEN a R 1174" luB OF wtcLEt Q F' B11 04ILLNtL 1 1 h14> rT SELF ORR12N0 CDMPll1E AT LINE HF 00011 TIDIN A-SIRur t OPERATOR BROAM. BQg ,~STRUT A SLEW ONLY RMRE0 DM DEAR RAISECTI06SEENOTE2STREET1 . . DETAIL F Ieul/ 4' MIN STARLESS StlEY S mM STAINLESS • • • RAGED RWBA USHERS 3-I)T Re. Mm Tie• .EAR Ct % SLSO4ROOAC lTWCTHRAL rACIM SEED1 4 DETAIL EATTACK IOTTON BRAgQT TO eo17a Y- eM aTN (2) •• 1/+-14A7/d Sfll DMWNO OOMPi11E IMPACT ROTTOM RRACHET TO TUBS AS S1pWN Ct(4) INTEGRAL MOONMODEL M COMMNOTE I1a LOCATED WAR NnWPACT OT/ INTEGRALAs S, SN" D2 U-8AR ATTAQNWIrMl NITS 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL 1®S AND ATTACHED Y= PRE-EVNOIED HOLES MIN (2) 1/4-laD/C CRIMPTIIE SOEWS Ar EACH INTERMEDIATE HINGE LLIGn011 ( 1/4-14.?x SELF MILLNC OIWPIHE SOIEMS At EACH CND CAP ( I EPr BORN U-BALT ON BOTTOM SECTION - SEE MAIL a D D aMOAL9YiW C14SY OMIMD INTERMEDIATEDICE LOCATOK AND (1) 1/4-14a/ 8• CDIPTITE SORM APRIOXINATELT C FROM EACH 90 FOR DOCK WD1NS OREAIER TOM It-C•. HERE SHARE BE A lOfAl OF (10) SOEMB A7TACIpC EAOI Y-IAR TAUPE BOAR U-EMS Gil Hbi70Y SEC7fIN STIALL NAVC A TITAN 6 (1!) SONE 6 FACII fDR D0011 tlDD/5 MESS 1NAq ON EIRNAL Tb 12%d, THERE SHALL K A TOTAL OF ( 1D) SOEVS ATUCHINO EACH U-BAR DMrr WIN U-BMLS OM 11OM SEGnOt STRUCTURAL DECORATIVE SMALL HAVE A TOTAL OF (14) SCRENS EACH. 7 WIDOW mall Z. UM THE CSWTON or THE (a) PRE-PummED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT Or ME Re... POLYCARBOMAIE SLIDES AND THE ((• LM PR[-POIED HOLD IN THE BOTTOM OF EACHEDUSED FGR THE ATFA04MM OF ME TOP EONAE AND uIOESS NOTED OTHfRN6E ON THIS SPEaiiGLTON CRAV014 ALL PRE -PUNCHED HOLES IN ALL U- QMS SMALL BE ATTACHED 70 Ill DOOR 1:11H 1/4- 14dn- C/IIIDE SCE15 I tI CA U-aAR S 94ALL BE STAMPED '4e APPRODMATELY e' FROM EACH E10. r 7/22/0D UPDATED TITLE GAO( r I/2I/10 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: MJ-S. STEEL A Yne DESIGN (PSF)H f25.I0 -2aa0 MAX M1DM 1K-0' DATE NAME TEST ( T3aI5-43.20 MAX HEIGHT. T-9' TI1 7 /0e CRT alton. IIlPACi C RATED (VM/NO)( YES MAX SECTION HEIGHT. 21• ECKED 4/6/08 MRB GARAGE DOORS MODELS 5120/9100/9605 sHE>_rr 2 OF 2 H1119C1 OF OV90EAD 00011 Pas CCLAMOnB°" A 3ni+ 1MNDLOAD SPECIFlCATION OPnON CODE 0230DRAMUIO PARTnR 318960 REV• P10 MOT q RILL/ i- 14" MAX t 1 12" MAX 12" MAX 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. D"AVU 1 I[OINM PC 0 0 O1T' RDAD tso wouln mom am R K 77N1 tx PC 117W PROR.ISIONAL IX=a '! SEAL MIOMED PLY FOR VDOT10A710N or VlQtftD OCN5116=00 OETALL PLATE LOCATION HEDULE CLIP DETAIL LOCATIONS SCHEDULE CK 13 GA MIN CONTINUOI WALL ANC 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIMTS----- 11 GA MIN CLIP SEE SCHEDULE — 13 GA MIN CONTINUOUS WALL ANGLE RACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT MTH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 0 \ i i 1) 1/4"-20 TRACK 1 OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL Cup RIVETING DETAIL c1 II 11 GA MIN CLIP SEE SCHEDULE 11 ]L( l) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUTTRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX PSF ffF46.0 PSF -52.0 PSF 6.0 PSF -52.0 PSF 6.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART 400009- 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 REVISIDNS X-CUPS-TEXAS ANGLE 12 FOOT 17ED 6/11/03 iPOATED FORMAT. EASED ALLOWABLE MURES TO DO/-SZOO PSF FOR DOOR MOTH& IDED -TEXAS WALL r TO •cwnHuous ANGLE*. ADDED TRATE MOUNTING IL. CHANGED TO NO ANCHORS 4/2/07 RACK CLIP DULE 8/21/07 iPOA7E0 MODELS D IN CHARTS ITED SPLICE Q CLIP 10/O5/07 11:7AR EXPANDED 1-1/2' TO e DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 UPDATED TITLE cX 6/2,AO UPDATED TITLE CX. REMOVED CHART. 11/15/ 3 UPDATED TITLE oL 5/15/17 SHEET 1 OF Z DRAWING PART N0, 1 REV. 307494 P11 2 3/4" t1" REVLSIONS P2 2 INCH EDGE DIST TRACK-C.PS-XW ALL AN41E 12 FOOT UPDA182-24 PJ 6A1/D3 E60XX MIN. 1 8 2-24 3 UPDATED FORMAT. CREASED AVOWABLE PRESSURES TO MIN 3/16" THICK 46.DOOR .DI & FOR Dose TAon+s STEEL FOR MOUNTIN ANMrCHANaED CONTINUOUS 5/16" x 1-5/8" WALL ANGLE WALL ANGLE'. ADDED STRATA NGED TOLAGSCREWORDETAIL. ACHANGED TOs EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 NO.2 SPF (G=0.42) OR TRACK CLI 4 CHANGED FORMAT. ADDED Moons MOO D 8024 WITH OVERLAY BETTER AT EACH 1/4-20x9/16" TO OULE. HOLE OR PAIR OF TRACK BOLT AND GR7 B/21/07 HOLE LOCATIONS 1/4-20 HEX NUT UPDATED M000S LISTED IN CHARTS UPDATED SPLICE k CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL ES. oLP B mm 2 3/4" OPTIONAL: WALL ANGLE MAY BE 1S UPDATE MOUNTING MIN EDGE DISC ATTACHED TO SUPPORTING STEEL CmmNoA*107 WITH MIN. (1) 1/4-2Ox7/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. 0 CJP (REPLACED WASHER AT EACH HOLE OR PAIR OF euRo1 ACedss THE HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 d D UPDATED sneer i •dA MOUNTING DETAIL RB 04/11/OB PO EXPANDED r TO1DOtNESS d 4: 3/B' DOM OUR7 UP 10 14• HICI. GOT 12/11/00 PIO ADDED MODEL $700. 3/8" SIMPSON TITEN HD, UPDATED TITLE etocx IGMa/2/1D 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE PlIl UPDATED ITTLE BULL REMOVED CURT. AT EACH HOLE OR PAIR WT 11115A3 OF HOLE LOCATIONS \t11IlI 2UPDATED MILE BLOM WALL ANGLE `NE 1 o0 -1 Esc ens/17 TRACK BOLT AND 10ENS, •,7i/ CONCRETE MOUNTING DETAIL 1 4-20 HEX NUT Q: TRACK CLIP * : NO. 77 S945 7A7E OF s •., ORIOPI SZONAL ENG`• HIT , , Wayne I DATE I NAME Dalton. DRAWN pl/A714; 1 MOW91, /( rewU Y,10 f GARAGE DOORS e 21'o URa SHEET 2 OF 2wvutWant. oMo R PC 77947 TR R 1171182 3395 ADOISON DRIVE DRAIMNC PART 110. REV. Pvmn"DMAL D1GN71DT5 SLAM PII UCT uaY FaRMWOALi11WrSSEALPRVIDMotTN1s TRACK SUPPLEMENT ACOL , FLORIDACHARTPENSACO( aSO) 4-98 A 32514 307494 P111 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSAESLA. FLORIDA 32514 1150) 474-9890 1llllfll/// r1E J KphP.•• , cFnfsF ••.'L c No. 77945 y 0' STATE OF : Ag NAL EN WNINUM 2aE 3 l /. /3,N soLmlow PDIE OVA*& • ¢O101mi. PC 4S/R co1Df1Y ROAD 140 MOON? Ham OMIO R Pt 7"" TI IE 117an PRW=M"L E1IONEQt9 SEAL PROW00 OHLY FOP VWWAMOM DF WpDAD CQXMnWl OETARL 5' 1 all SEE DETAILS t, 2, AND 3 RE:OWRED FOR VERTICAL 1 RESINFORCJNO LOCK 2-3/4- J 2) 3/8' SDIPSON TREK NO SCREW ANCHOR WITH A 1 1 4' WASHER AND A WNWUM EMBEDMENT OEM OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4. OEIE41 MINIMUM 7500 P9 1YWfAETC KOHL MAX1111IM DESIGN LOAD CAPACITY OF 2083 LOS. DOOR V407H — MINWLW 2a5 Q HEADER I= SOIFiMERN PINE IIRACKET LLM[KR Ar 4' 4) 3/D' SIMPSON 717EN NO SCREW ANCHOR V47H A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MDIIMUM EDGE DISTANCE OF 4'. OET5112 YINDAIIY 7000 P51 LRdrt p ICD f]IL! MOTE' "XIM /M DESIGN LOAD CAPAC17Y OF 2400 LBS, MIND UM 2.6 /3 ItI RHC LOCK SOUTHERN PINE LWBER 4) 3/M CIA. LAO SCREWS WTM 1-1//4' O.D. WASHERS. LAG SCREN6 SMALL HAVE A MINIMUM PENETRATION GF 1-9 IN70 THE MAIN OR1 MEMBER DEEdL 3. GN LOAD CAPACITY OF 2430 LBS. SHEET I OF 2 CMCIYCfl JAMB CONNECTION SUPPLEMENT F'17 UPDATED TITLE BLOCK ESC 6/15/17 ANG PART ND. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACDLA. FLORIDA 32514 850) 474-9890 MIN 2500 P9 HM- MAX A LOAD MAY EX Ir-, — 23 4' CTURE or a: 9TRE OF IF RECORD— — 3/6• 9MP50+ jn2- 3/4' ND1 EB• BETWEEN JABRACKET LOCAJAMBBRACKET A 1/4-20 HEX H TRACK DIRFLT CONCRM NpLN71Np pFTAII J KO Q„. •-ENSE 6 • y 4 • No T7945 t W TA'TE OF lI ; PRATE 1 KghR91. K W T H ROAD 140DIWCOI11 R PC 77M9U TK K 117tlR PRW MOKµD-OMEER'S SEAL PROVC0 ONLY FOR YOM:IGpON OF WV*H. AD COXSIRYC90N DUALS NW 2 K 4 SPF (Ce0.42) OR BETTER WALL STUD HM' NO ALLOWABLE FASTENER LOAD NAY EXCEED THE DESIGN LOAD OF THE S7RUC7LIRE. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/I8' LAG SCREW WITH 1-9/32• EMBED N CENTER OF STUD V ItM FOR EACHJAMBRALOCATION JAMB BRACKET 1 4-2DA S' ACK B T AND 1/4-20 HEX N 7RACK pIRFM MR1M Nf1IN71Np piTll MAY a70 LRe PFR L4C FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIfbJS i P17 UPDATED 7171E BLOCK Esc Br5/17. DRAWING PART NO. REV, 324620 P16 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads r Product Approval USER: Public UserdUipriire Product Approval Menu > Product or Application Search > Anollcatlon 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 Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Unks I Sean Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I " :• ± `7, Sections from the Code https://Ooridabuilding.org/pr/pr app_00.aspx?param=wGEVXQwtDgNA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 II SWD002 SS 2017-06-1S.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.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 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 PER4807 SS 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 PER480S SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWDO11 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes B ask Next. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email addi If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi< supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: KI® a Credit Card Safe https:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED S THE MDRMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZELSTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF l2/2 INCH THE DEPICTED LOCATION 3 SPACING IN 771E ANCHOR LAYOUT DETAILS LE. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION AN04OR 70THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING HLM($). MAXIMUM ALLOWABLE SHIM STACK TO BE US INCH. SHIM WHERE SPACE OF V161404 OR GREATER OCCURS. SMtJ.XS) SHALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 12 WOOD SCREWS OR 22 GAUGE ROOFING MAILS OR j0d COMMON NAILS Of UFFF- ENT LENGTH TO ACHIEVE I.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE. AN INSTALIATWAC FOR INSTALLATION INTO METAL STUD USE RB SEIF• TAPPING SCREWS. OF SUFFICIENT LENGTH TO ACIIM A MINIMUM OF 3 YH aFYIR U BEYOND METAL WAIL INSTALLATION SHALL MAINTAIN MIN. 3/3' EDGE DISTANCE THROUGH FRAME INSTALLATIOFt FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I.1/ZINCI MINIMUM EMBEDMENT INTO WOOD SUBPRATE THROUGH FRAME U67AUAWN: FOR INSTALLATION THROUGH 1X SUOLTO CONCRETE/ MASONRY, OR DIRECTLY INTO CDNCKEEE/M ASONRY, USE I6INCH DIAMETER ITW TAPCONSOF SUFFICIENT LENGTH TO ACHIEVE I-I/4INCI1 MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN.13/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FM INSTALLATION INTO METAL STUD USE R20 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OP 5 FNRLAPS NE7RA7ION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BIUCC VENEER, AND SIDING, INSTALLATION ANCNORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING FOR HOLLOW SLOCX AND GROUT FILLED BLOCK, DO NDT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE S MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL N07 BE 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 GRAVITY OF 45S. S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3WO PSL C. GROUF-FILLEDCMU•UNff$MM THCLNFORMSIOASTMC-90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ARM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI D. HOLLOW BLOCX CMU - UNIT STRENGTH COMFORMSTO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47A MIL(OWr oT IR GAUGEL MIN. VZ' EDGE DISTANCE. F. ALUMINUM -MINIMUM ALLOY 6063•7S. MINIMUM WALL THICKNESS OF 1/ 16'. MIN. 1R' EDGE DISTANCE, SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW 6ENERAL NOTES L THE PRODUCT SHOWN HEREIN S DESIGNED AND MANUFACTURED TO COMPLY NRTHTHE 67H EDITION FEdUOA WILDING CODE (FBCL EXCLUDING NVMZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAAM/ WDMA/CSA 103/LL2/A440-0i/11 2. ADEQUACY OF THE BUSTING STRUCTURAL CONOETE/ MASONRY. ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION S THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X SUCKS (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 CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE PECTIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4FV HZ AREAS IN HVMZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIMU4 ADE RER OR AN). S. APPROVED IMPACT PROTECTIVE SYSTEM S REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. L WINDOW FRAME MATERIAL- PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FBC WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CIMTER 23. L GLASS MEETS THE REQUIREMENTS OF ASTM E nW GLASS CHARM SEE SKEET 6 FOR GLAZING DETAILS. NON - IMPACT) TABLE OF CONWENTS SHEET REVISION SHEET DESCRIMCH I INSTALLATION 6 GENERAL NOTES ELEVATION ANCHOR LAYOUTS k52VERTICAL6HORIZONTALSECTIONS (NAIL FIN) VERTICAL 6 HORIZONTAL SECTIONS UMOU6H FRAALE) HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZINf 13E An MAX OVERALL SIZE Cam' DESIGN PRESSURE MISSILE IMPACT RATD,w WIDTHNE16HTBA- O/X 35/.35PSF NON IMPACT 66' O/X 50 / •50 PSF NON IMPACT 74' O/X 50 / •50 W NON IMPACT 77- O/X 35 /•35 PSF NON IMPACT6r O/X 50 / •5o SF NON IMPACT V72' CIA 35 / -35 SF NON IMPACT Be O/X 20/.ZO PSF NON IMPACT 72' O/X 25 / •25 PSF NON IMPACT 63. 75 O/X (ORIEL) 35 / •35 PSF NON IMPACT 96' O/X(am) 20 / -20 PSF NON IMPACT 7r 6r O/X.O/X 35/-35PSF NON IMPACT 7r Be O/XO/X 35 / -35 PSF NON IMPACT 76' W O/X-0/X 50/ •50 PSF NON IMPACT 76' 72' O/XO/X 50 / •50 PW NON IMPACT 76' Tr O/X-O/X 25 / -25 PSF NON IMPACT ow 74' O/X-0/X 35 / •35 SF I NON IMPACT 74• O/XO/Jt 30 / •30 PSF AEON IA3PACT LOB' 62' O!X-0/X-0/X 50/•50PSF NON7MPACT toe' 7r O/X-0/XO/X 50 / -50 SF NON IMPACT LOB' Be O/XO/X-O x 26 / -25 PSF NON IMPACT rSilverljne Ik- Andersen wI+ 44wa•4004a NJ Non114RUMLWIgLwp9v PH Ml U}IM c Pr_ C-. IIIHILALLL R Hf IN%.. IN CW6 $ t: OWIb7T alI Try r,>,.. F. NMM P.L S W D o Rom""""°'°"°"° FL#: FL19715 Oob:20H7odts 16.1108 41o11D SHEET: OF MAX HEIE MAX FRAM HEI6HT 91 MAX FRAME WIDTH 4W ELEVATION III= HUNG WINDOW MAX FRAME WIDTH 96' Y E 4 6 f pc 4 4 FRAME HT 74• X. x 4_8_ ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CON IGURAT10N5FORALLnft1l01 RATINGS. SINGLE UNrt coNFIGUU"TK s QUALIFIED CONFIGURATIONS ARCM TOP CONFNimnONS FOR ALL 2 U-4141 2 MTNGS.7WW UNIT COWIGU"lXM6 MAX M HEI6HT L MAX FRAM HE16HT 9! MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH low 'I TRVLE SINGLE HUNG WINDOW Silverljne 4 fldl4 f1 WIN NORTH NeA1•mm W om M Qf'a Nl1000 H VfF Z 0 bin X" X y N• i Q CDK LU W 0 i< K . o R N 1m Z NO u %0 Z NG tt SWD002 EET. 2-OF 6 2- MAX FROM - CORNERS Ir MAX O.C. 11' MAX O.C. r MAX 41/2' MAX CONERS r o.G 41/2' 0.4 r MAX FROM COMERS L j Nv,F.«•..ruurawtne.rar rMAX yLAU9AN040MA 6-of. FROM AT NW. JAM. AO WU CORNERS ANCHORLAYOUT Nat AN - SINGLE HUNG WINDOW 6- MAX +— FROM I — 2CM CORNERS O.C. 6' MAX Ai061 CORNERS 20'L O1. C. L_ 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW NEI 41/2- MAX. O.C. ANCHORLAYOUT NAIL AN • TWIN SINGLE HUNG W WDOW 1' MAXFROM ----{ CORNERS I O.C. 6' MAX O.C. i- 1`MAX J— fROM CORNERS 6' MAX FROM 22 3 MAX CORNERS O.C.O. 16 1/2' MAX 261/ O.C. 6' MAX 6- MAX O.C. ANCHOR LAYOUT I FIN - TRIM $MGM HUNG WINDOW 1r M O.C. I Loin FROM ANCHOR STRAP 6' CORNERS P/N 50.2"5.2 FROM SEE SHEET 5 FOR DMILS CORNERS ANCHORLAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2"5-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine 6AAdersm g711 No.tN...Hawrac w 000e M i»'Nlars® ZwO1 w. M 5 N SS M Z moz W Q 0 0 mJy IN G O m v v_ z W o NNlInlNtt t ' Z i I v= Hzc VG it SWD002 1EEr. 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/Y MUL EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS , 'e ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8• MuL 8 WOOD SCREW E06E DIST. INSTALLATION ANCHOR EXTERIOR FII IISH BY OTHERS PERIMETER / ' v4• MAX• SHIM SPACE SEALANT / TO.ABY OTHERSUNI/ HEIGHT EXTERIOR \ / INTERIOR 1 SEE 61AZ w* DETAIL. SHEET 6 C1 VERTICAL SECTION HEAD - 2XWOOD BUCK NAIL AN SEE 6LAZ3M DETAIL, SHEET 6 EXTERIOR INTERIOR OA. UNIT HE16M PERIMET$ 1 / SEALANT t BY OTHERS 1/4• MAX. EXTERIORfINISHi SHIM SPACE 8Y OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 4. 3/ 8, t WOOD BUCK BY OTHERS ENE DIST. SEE SHEET 6 FO p+ CONNECTIONDETAILSCAULK BETWEEN a CONCRETE/ MASONRY DNCRETE/ MASONRY 6 2X BY OTHERS 1, MM WOODBUCKBYOTHERSEMBEDMENT VERTICAL SECTION 4 SILL • 2X WOOD SUCK NAIL FIN Silverline aac anvlw.D* CAM w 7"irwwcawowor I. r patl ufwoo A 1/ 4• MAX MIN. 3/8• EDGE DISTANCE 3 O1 SHIM SPACE d7 viws x SASH REINFORCIN 6 SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS w. W u° Ci' W SEE 61.41zNG DETAIL SHEET 6 PENETRATION BEYOND METAL STRUCTURE a b j - & lL N m W t 0o O QINTERIOR 48 6R. 5 SELF•TAPPINW SCREW n INSTALLATION ANCHOR e METALSTUDBYOTHERS, SEE SHEET I INSTALLATION NOTE 14 m EXTERIOR FINISH BY OTHERS Z EXTERIORPERTMETER SEALANT O s BY OTHERS 20 v O. A. InUNIT WIDTH z W a n w HORIZONTAL SECTION 4 IAMB • METAL STUD NAIL FIN OS YR- r-. 9 N m $H 2 F 3 S Nz W6 3t: SWD002 BEET: 4• r OF 6 910 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS f CAULK BETWEEN ° CONCAETE/MASONRY BY OTHERS ......... . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT /_ BY OTHERS / O.A. EKTEAIOR ( / UNIT HE16HT SEE 6L AZING DETAIL. SHEET 6 3/4• MIN• E06E DISTANCE 'i 2X WOOD BUCK/STUD BY OTHERS E SHEET 6 FOR L/4• MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUI; S F M SEE 11/2• MDL DETAIL EMBEDMENT Z;--TINTERIORv4• MAx SHIM SPACE --!, INTERIOR E VERTICAL SECTION 5 HIAO.2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE O.A. / PLAN VIEW -ANCHOR STRAP UNIT / ) (P/N 50-2995.2)' DETAIL AT HEI6HT ( RIGHT FOR INSTALL REQ. PERIMETER SEALANT \ 1/4' MA BY OTHERS— EX MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN 1/2' EDGE DISTANCE 910 60 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLTON BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR tITER /AESEALANT BY OTHERS Oil UNIT WIDTH HORIZONTAL SECTION 5 IAMB - METAL TUBE/MO OR APPROVED MUWON THROUGNFRAME 5) $ n4 PANCAKE HEAD SCREWS FROM STRAP TO 4•0000 4.0000 FRAME. HOLES PROVIDED TO ACCOMODATE 014 DIA. 2.0000 2.0000 0. 500 0. 0620 0 JU( Z))--)-3.0000(2)T-6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPE•lIAW SEE ANCHOR REQUIREMENTS BELOW. ANMOR STRAP ANCHORD46 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) #10 SELF-DRD.LIN6 SCREWS. 6A. 5, PER STRAP. MDN. 3 THREADS PENETRATION. MDN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP, MIN. 1- I/2' EMBEDMENT, MIN. 1• ED6E DISTANCE• Silver Line uAnc asm I• era•seeea a i sarEtnt ouvE woan. intviacworot M pYlahmO t, i o M f T pp < j 21ak'8 Z O 0^x NO t e W Z'm < Tw W V N m ti m rZ< aWma2R LLiy W<S 14 0 O r G A aFF Ooui a O m v 0 wO p W o al oa; J =S u2 c c v a DWG #: SWD002 SHEET: 5 OF 6 Silae NOTE: LLAGL.A2ING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLA 3NG REQE)IREMENTS Is 97OUTLINEDINCURRENTFBCANDASTME13DO . GLASS LOAD RESISTANCE, e o r • .. •.. INTERIOR art anvcanrt ou.t Nooiw uv+:+vr c w atu 5/ 9• O.A. I.G. GLASS nt M.rlusio7o y 3. 0 4 DJTEhiOR EXTERIOR / / `\ yQQ` Z+ t sw INTERIOR N l o_ v W SMALL' FRAME 'LARGE' FRAME I MIN. GLASS W ; ;eC a ` Y m. m r d Z REINFORCINGEXTERIORREINFORCD* l BITE Ur SEE BELOW FOR 0 T z 2 K lbGREEQUIRIREEMWENTTS.REINF. 1/ 8' SETTING BLOCK ; F, e VERTICAL SECTION `--- 6 HORIZONTAL SECTION mEEnraemLE INTERNIMIATEFUMEMULUDN GLAZING DETAIL 1 c o 0 m I- AWMDNVM SASH REINFORCING NOTE: 0 IS REQUIRED FOR THE FOLLOWINGRESSU 51ZE/RATIINGS: L LOCATIONOF BUCK OR WINDOW ANCHORS MAY m 48X72, (O/X), DESIGN PRESSURE •/- 35 PSF ADJUSTED TO MAINTAIN 1• MIN, CENTER TO CENTER H d 36X84. (OM, DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. 38 Z X 74, (0/X), DESIGN PRESSURE •/. 50 PSF SPACING SPECIFIED IS NOT EXCEEDED, 38 X n, uj v O O/ X), DESIGN PRESSURE •/- 35 PSF 2- BUCK MAY BE FLUSH WTIH FACE OF THE BLOCK o c 72X84. (OIX-ON. DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-OM. DESIGN PRESSURE •/_ SO PSF 108 X W LU 62, (O/X-0/X-0/X), DESIGN PRESSURE •/_50 PSF L4' rPW TAPCON ANCHOR 108 X 72, (0/X-0Af-O/X), DESIGN PRESSURE •/-50 PSF 4' FROM CORNERS o 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT Z1 DEPTH TO FULLY SUPPORT C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCD* WINDOW FRAME. BY OTHERS IS NOT REQUIRED FOR THE FOLLOWING SIZF/RATINGSc 11/4' MIN. .. _ t 6 ; L R» 76 X 62, (O/XON. DESIGN PRESSURE •/- 35 PSF EMBEDMENT 11/ 2- MIN. EDGE DISTANCE r b MIN. EDGE I STEEL INTERMEDIATE FRAME 'SMALL' RE DVORCDNG DISTANCE —* T CONLRM a MASONRY BY OTHERS IS NOT REQUIRED FOR THE FOLLOWING, STZE/RATIN65: 76 X 62, (O/X-OM. DESIGN PRESSURE •/- 35 PSF BUCK INSTALLATION DETAIL ni z i Y • c co 3 x z OF 6 i/\) BUILDING DROPS AN rfect Solution"in Every D"rop- Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages 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' O O r7r 0,'' S%NAI. Hermes P.E. Florida No. 73778 BUILDING DROPS 6A\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL1971S Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6`^ Edition Florida Building Code, excludine 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 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 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats a Facts I Publications F8C Staff SCIS Site Map Unks Search a b R ®Product Approval may r 4 USER: Public User Product Approval Menu > Product or Application Search > Aoollcation Us t > Application Detail OFFICE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@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 Ucense PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL13192 RS Eauiv RIO-2692E-17 ASTM C1186 eauivalencv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 11 ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 R5 lI ER RIO-2688-17 Plank WSP Sheathina.odfDesignPressure: N/A FL13192 RS II NOA 17-0406.06.odfOther: For use In HVHZ Install in accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 RS lI ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 RS 11 HardiePlank- Installation, odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 RS II NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports. FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.oddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 Hardie5hingle Individual Shingles flber-cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL1319Z RS II Hardie5hingle- Installation. adf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardleShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 If ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 R5 If ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 11 HardleShingle-Installation.adfDesignPressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shinale to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 RS Il ER RIO-2688-17 Plank WSP Sheathina.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 II Prevall-Lao-Sldlna--Installatlon.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Uack Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 323" Done: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4S5.275(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 dldc erg. Product Approval Accepts: rE- Credit Card Safe Florida Product Approval PrevailTm Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL MULTIFAMILYSIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH a 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: Aj CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on 1 Carryedge. P 9 . Protect edges and comers from he mane a caused is n breakage. Themanufacturerisnotbreakage. Po9 y OUTDOORS 1. Position cutting station so that wind will bbw dust away from user ardothersinwrldrngama. 2. Use one ofthe fotiowingmethods: a. Rest I. Scom and snap ti. Shears (manual electric or pneumatic) b. Reeler: 1. Dust reducing circular saw eeqq Ippad with a Hadebladewsaw blade and HEPAvacuum etdmcOon c. Good: I. Dust reducing circular saw % th a Hardleblade saw blade only use far low to moderate cutting) INDOORS 1. CN any using uxxre and snap, or shears (rnamual, eleddc or pneumatic). 2Posutieauadingslallminwel ventaatedarea NEVER use a power saw indaas NEVER use a dralar saw blade that does not carry the Hardieblade saw blade trademark NEVER dry sweep- Use wet suppression orHFPAVacuum improper storage and handling of the g product. Important Note: Formadmum protection ( bwesl respirable dust production), the Manufacturer recommends always using'llesr level cuWng methods where feasible. NIOSHa respirators an be used in con ndion with above practices to fuller reduce dust exposums. Additional ed arWng exposure information Isavailableet wwrv.prevatisudmg.cem to help you determine tine most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above praduas, you should alv eys consult a qualified Indusbial hyglenlst or contact the Manufacturer for faller hfonnatbn soreum GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. 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-ddven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water-nesistive 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. Instal Preneailru 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' dearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4,5 & 6). Maintain a 1/4' clearance between Prevail"' products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum V gap between end caps and siding Figure Fi 1 Double Wall SingleWall trim (fig.8). 9 ConstructionConstructionInstallkickoutflashingatroof - wall junctions (fig. 9). waterresistive bier leain bran Adjacent finished grade must slope away from the building In accordance with local plyrwood or 24' o.c max. building codes - typically a minimum of 6' In the first 10'. OSR Do not install PrevailTM products, such that they may remain in contact with standing water. Prevail'" lap siding must be installed on vertical wall applications only. DO NOT use stain on 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 Requlred for Factory Built Color Rnlsh, Recommended for Pnmed product) It is not recommended to use caulk at field butt joints. Figure 2 waterresistive banter jdnt tlashing" ° yVfrom ° plank edge oo °° ° water -resistive o banter Instal nkafi modem a contact o 0 o fastener o ° ° 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, then caulk... As required by 1=1 building code —Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevailn products contain respirable crystalline silica, which Is (mown to he State of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable siica dust can also cause a disabling and polentlatiyfatal lung disease called silicosis and has been linked with other diseases. Same studies su gest smoking may khrrease Ihesa risks. Ounn'nngg installation or handling: (1) waft In outdoor areas with ample venGlatlon; (2) use fiber cement sheers (or attlng or, where not teas iota, use a Hardieblade' saw blade and dust reducing dralar aew attached to a HEPA vacuum; (3) warn others In the immediate area; (4) wear a propedygtted, NIOSI+approved dust mask or respirator (e g. N•95) In aarordance coil appticeW government regulations and manufacturer inskudbns to fuller Ilmlt respirable sNca exposures. During dearwp, use HEPA vacuums er wet cleanup methods -never dry sweep Far further iMoanatlon, refer to our Inslatialion Irhswclbns and Materiel Safety Oata Sheet avatiable al www.prarallsiding rnm or by calling 1.877.23EF7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. m°rm PR1007-P114 7/10 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" compliance with local building code clearance between requirements for clearance between the Prevail'" products and bottom edge of the siding and the paths, steps and adjacent finished grade. Figure 3 driveways. water-mmilve stud barrier Figure 4 1 concrete I 2*foundation 1 ' I vantage"' 61 min. lap N9 yam• Maintain a 1/4" clearance between the bottom of PrevailTM' products and horizontal flashing. Do not caulk gap. Figure 7 siding Oonot 1/4-gap sidiryCaulk J f gashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia Maintain a 1" - 2" clearance between PrevailTM products arid'decking material. Figure 5 siding y water resistive 7JIU111 barrier deck material 1--r 1'Ek: fie"' tJ,711Asa lt lot+t ashing ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure s Figure 9 , % KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with ea mer;K step flashing. Where the roof terminates, ladwM install a kickout to deflect water away fromflumno the siding. MPWP It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing= To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" O.C. max. 24" Figure 10 Figure 11 1 1/4• min. 4min. O.C. max. overlap wateMinimum overlap o for Both Face and Blind Nailing blind nail 314% 1•min. 1 1/4" N face nail overlapTwater esistive water- resistivebarter 1 barrier o 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.floonline.com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -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 PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer ( For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 521 Countersunk, Caulk il add nail do not under 00 NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomedc Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the 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 PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non - factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO 1 SO = 100 sqA) 5114 exposure) 4 PREVAIL' LAP SIDING WIDTH 6114 7114 7112 8 5 6 6114 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 5o 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 98 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 17 425 340 283 272 252 243 213 213 156 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. AD rights reserved. TM, sM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2r2018 Florida Building Code Online c v wow Bu•sine•ss 8 Professional Regulation SCIS Home I Log In I User Registration I Hot Topics ,I Submit Surcharge I Slats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear fbnda j rn Product Approval tt,, ''terr I USER: Public User 6NSr v.7,;; az Product Aooroval Menu > Product or Application Search > Application List > Application Detail pC iIUT FL # FL12194-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Renort 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:lAvww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 112 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved Date Revised Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 Iicen: under Chapter 455, F.S., please click here . Product Approval Accepts: xR https://w Av.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwerWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES 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 manufacturers 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. YIIR"Ap -44iG`I;P• '4/c '' c E NSF No 74021 STATE OF CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with, FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location L 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Location Location 1 1 1 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12.14 Approved S stems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ips Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- 40.0 24-inch o.c. O.C. inch head dia. trim nad spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. 12F-3 Max. One (1) 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch O.C. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 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- 353.3 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 diax min 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F Max. 16-inch Wood inch leg staples in diamond pattern Wood 1o. ch leg staple spaced panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16J-1 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" 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. Shankshank nailail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 11inch 0.072-inch diameter 801 24F-2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 801 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min' 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern in inx7d ring inch o.c. and securing 3/16-inch head spaced spaced 16- inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center 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 24J-1 Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch O.C. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1)18 ga .'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. 63.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each baften/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION ALUMINUM COILS, INC Soffits Appendix B Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/0" head dia. nail With min. IV" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail With min. 5/01 engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, concrete or Block W; YO STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" AIN S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, ` SOFFIT STAPLE OPEN RAFTER r' 3/4- x 1/4' ; DIAMOND PATTERN DETAILL31VKTWEDOCROWNSTAPLES USING A DIAMOND OPLES PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 8. 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFTT— max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj n ` SOFFIT STAPLE GIST f ; DIAMOND PATTERN j j D ETAI L FACIA BOARD ILA' iE,vEp, ST ts i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A OWAOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA STAPLE 'B' ON CENTER 1— CHANNEL BOARD 1-3/4' TRIM NAIL JTRIMIMWLPscrewedtosoffitPAINTEDone(1) #Sx S.S. 48"with FASCIA CAP 1/2" x3/B" head diameter screw, O.C. 3/4' X 1/4' 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM RAIL FASCIA BOARD PAINTED S.S. FASCIA [AP SOFFIT OPEN RAFTER 1-4. CROWN STAPLE FASCIA BOARD N rr sir I IRt 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CMANNEI DETAIL SOFFIT; MAX 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. 1;;" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \\-"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. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n„ ` SOFFIT STAPLEOPENRAFTER 3/4- x 1/4- ;j; DIAMOND PATTERN DETAILCRowNSTAPLES ` USING A DIAMOND PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 8. 1-3/4- TRIM NAILr7'F' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48- INSTALLED WITH THE FASCIA CAP D.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN DOWN 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'a}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'xj' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL 1'*FASCIA REFER TO SOFFIT 9 FASCIA F' CHANNEL DETAII 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj nNEW= SOFFIT STAPLE DIST t DIAMOND DETAIL PATTERN FACIA BOARD yr rtTvm i STAPLES / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4' L—CHANNEL X 1/4' CROWN STAPLE '8' ON CENTER 1FACIA BOARD TRIM NAILPAINTEDjTRIMNMAJLP1-3/4' S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATEIf— DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM MAR. FASCu BOARD PAINTED S.S. 1'4CROWN FASCIA CAP STAPLES SOFFR USING A DIAMOND PATTERN: REFER TO 1'4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETAIL 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F- 1 & 24F- 4 Yej' CROWN STAPLE — FAS[ IA CAP: REFER / TO SOFFIT i FASCIA \ DETAIL Nominal Yet' SYP f I 3/6 BattenAnchoredtoSOFFIT: MAX. 2V I IF-CHANNEL Ratters with one 1d I RingShankHadatWOOD SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. 14* SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT I'4- CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARDPANTEDS.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal Ya2' SYP Batlen Anchored to SOFFIT; MAX. 24' F-CHANNEL Ratters with one ld Ring Shank Had at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T-NAILS I FASCIA CAP SOFFIT CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 CROWN STAPLE FASCIA CAP: REFER To SOFFIT t FASCIA DETAILNominallr2rSYP F-CHANNEL Batten Anchored to SOFFIT: MAX. tt' Rafters with one 7d Ring Shank Nail at every Ratter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NAIL FASCIA BOARD PAINTED S.S. r4- CROWN—— ROWN FASCIA CAPSTAPLES SOFFITUSINGADIAMOND PATTERN: REFER TO 1-4- CROWN STAPLE SOFFIT STAPLE CANTILEVERED DIAMOND PATTERN RAFTER OETA0. FASCIA BOARD 1 t- TRRI MAR SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 8 24J-2 I-e2- CROWN STAPLE — FASCIA CAP: REFER / \ TO SOFFIT i FASCIA oo d / 8- \ Neural ,' . 2' SYP battens DETAIL scabbed between rafters and SOFFIT: MAX 74' vathCHANNELsecured one (t) 7ring shank nail sUalgM•nabed through the rafter Into the and WOOD SUBSTRATE of tee batten or two (2) 7d / ring spank nabs to"atied on \ / either aide of the battern at the - bafteNrsfter 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed Negative 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 1 -50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed Negative 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39A 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) Ll 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 501 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 1.— 3/4" 1/8" HEM T -T 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 3/4" 7/8" 1 1/8" HEM T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02VTO 0.+rr rn 18' BLANK 3 / 8 PROFILE 2 VAU o 0000 00 a0000 000 00000 ' 0000 ALUMINUM COILS, INC Soffits Appendix D ALC1500i.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 41 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/r 13.75" BLANK 3/8" PROFILE 2.12r aIF 0 Sr TYP 02r TYP o 12r TYP D D D D D 0000 00000 000 00000 0000 END OF REPORT ALC15001.3 FL12194-116 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6.. EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES gn& 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY"R,'P 1' i G\xP R c E 1V S No 74021 STATE OF CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location I.L 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Location if - Fastener Fastener 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 24.14 Approved Systems for 24-inch Overhang with J-Channel 7771 Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel l nellapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ 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- i53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- i53.3- spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. 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- 2716F-4 16-inch Wood crown staples in diamond patternWood spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 23.516J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter go/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6roofingnailspaced1) 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. 76.6spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch O.C.3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi 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 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W 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 leg staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SysrEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. IV" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 SOFFIT STAPLE I 3/4' x 1/4' OPEN RAFTER n DIAMOND PATTERN D ETAI LCROWNSTAPLESJUSINGADIAMONDsrwttsi PATTERN FACIA BOARD % i FASCIA CAP 12F-2 3/4- X 1/4- CROWNjTRIMFACIA BOARD 8' 1STAPLEONCENTER 1-3/4- TRIM NAIL PINSTALLEDCHANNELCANBE WITH THE PAINTED S.S. 48 FASCIA CAP NAILING FLANGE UP OR O.C. 3/4 X 1/4' CROWN STAPLE SOFFIT —max. 12-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj nKr%MM SOFFIT STAPLE OIST I DIAMOND DETAIL1 PATTERN FACIA BOARD nlr rE vEnr i srw cs i 3/4- X 1/4- CROWN STAPLE '24- JTRIMNMNL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4- X 1/4- CROWNFACIA 8' 1— CHANNEL BOARD 1-3/4- TRIM NAIL STAPLE ON CENTER PscrewedtosoffitPAINTEDwithone(1) Ae x S.S. 48' FASCIA CAP 1/2• x3/8• head O.C. diameter screw, 3/4- X 1/4- 16• o. c. CROWN STAPLE SOFFIT —max. 12-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD N 6 S/C I-NAI 16F-1 SOFFIT & FASCIA 16F-5 DETAIL fASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL F' EMANUEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1;;" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 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 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 SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN DETAILCROWNSTAPLESTAPLE `` USING A DIAMOND sr cs i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHE0C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max . 16 -inch span SOFFITSUBSTRATEWOOD SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'r2" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4* CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIAREFER TO SOFFIT & FASCIA F- CHANNEL DETAIL 3/8'1 SOFFIT; MAX. 16' I I SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER WV Kr.MM ;SOFFIT STAPLE GIST STAFUS DIAMOND I I DETAIL PATTERN FACU1 BOARD vw cTvm i fTAP1.LS 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. X 1/4' CROWN STAPLE SOFFIT -max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611120-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRW NAIL FASCIA BOARD PAINTED S.S. 1'e4' CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO 1'a1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F4 1'aj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA / \ DETAIL _ Nominal 1'12' SYP F-CHANNEL Batten Authored to SOFFIT; MAX. 24' I 3/81 Rafters with one TO L I Ring Shank Mad at SUBSTRATE every Ralter \ W000 SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PANTED S.S. 1-1- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1-4- CROWN STAPLE 1 J- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-e1- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT t FASCIA DETAIL Nominal Ya2- SYP Batten Anchored to SOFFIT: MAX. 24- F-CHANNEL Ratters with one Td Ring ShanM Mad at every Ratter W000 SUBSTRATE ALC15OO1.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PANTED S.S. I46A i' T•NAILS FASCIA CAP SOFFIT I'sj' CROWN STAPLE I t- TRIM NAIL FASCIA BOARDPANTEDS.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'a}' CROWN STAPLE FASCIA CAP; REFERmiuTOSOFFITiFASCIA DETAIL Nominal I'sr sYP:1 F-CHANNEL Batten Anchored to SOFFIT; MAX. 2V Rafters with one 7d Ring Shank Nah at every Ratter 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 I- TRIM MAIL FASCIA BOARD PAINTED S.S. I-rr!' CROWN— ROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1's}' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL. FASCIA BOARD 10, 1 TRIM MAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & I-4- CROWN STAPLE 24J-2 FASEIA CAP: REFER TO SOFFIT & FASCIA oo OETA0. / \ Nominal t' a 2' SYP DaNers scabbed betwenthoen rafters 1)?drantl SOFFIT: MAX. 24' I 3/8l 1-CHANNEL secured wnlh one (t) 7tl ring IattanknausualOM-faued through the rafter into the and W000 SUBSTRATE of the batten or Iwo (2) ?d / ring stunk naus toeatauetl on \ either side of the batten $t the battenrrafterintersection / SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 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. Vu,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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 1 -59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 1 -62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 ' 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 318" F-Channel 3/8" 318" J-Channel 3/4" --1 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/0' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02ST& 0A2STVP 18- BLANK 3 / 8 PROFILE 2.ITS RU O5rT/P oaoo 000 oa000 000o H D 0 0 0 0 oaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" Evil- 3/e" 13.75" BLANK 3/8" PROFILE 2.1rr FdF o Sir TYP o2rrrP o,zsrP 0000 00000 0000 000ao 0000 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. 1 /2/2018 Florida Building Code Online Business 8 Professional Regulation BCIS Home - Log In I User Registration i Hot Topics Submit Surcharge I Stats !!< facts Publications FOC Staff BCIS Site Map , Links Sear. d 4 Product Approval 7 USER: Public User oi yri Product Aooroval Menu > Product or Application Search > Aoolicahon List > Application Detail FL # FLS444-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 Harper mark.d.hamer@saint-gobain.com Technical Representative Mark D. Harper Address/Phone/Email 18 Moores Road Malvern, PA 193SS 610)6SI-5847 Mark.O.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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D rile:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVALIFlorida%2OBuilding%2OCode%200nline.h(mi 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. "Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email add# 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 wk 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 4S5, F.S., please dick here . Product Approval Accepts., j file:///C:/Users/ERappold/Desktop/2017%20PR000CT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/OS/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6"' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD 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: sgs ailnn,y 1 R, e Robert J.M. Ni eminen, P.E. ,` s' aZ n, q , ; Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seat appearing was authorised by Robert Nleminen, P E on 09/0$/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 TrinityIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: infitt 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 OSCA16778 05/12/2005 UL (TST 1740) ASTM 03161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, 03462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate of Authorization a9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 2 of 12 VTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", xr- 25, XT- 30 and XT^" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', Belmont*, Belmont® IR, Carriage House Shangle*, Grand Manor Shangle*, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"', Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 03161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM 03161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„a =150 mph (Vast =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 D71S8 indicates the measured uplift resistance (RA for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidentiol Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V,Sa = 150 mph (V„ It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-1113 Certificate alAuthoritotion a9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, 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 fR908 and CertainTeed published installation instructions. 76.4 rCT20r". XT" 25 XT"pp 30 #XV,' ,,30lIR: Y' k " 1% 4 _ . Y {{•7._ ' 1, !{ '`f v"t.o• ,d,.,k 4C%f,:i11`,"--... ,; i LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12'• 12" t—( 305mmm)--}--(305 mm)— (305 mm)—j m) tant1"(25mm)-(5 S/e" (145 MM1r/2fobrwoT METRIC 131/9" - - 131/e" - - 131/e" 25 mm) _ Sealant lant1" (25 rtm)- 6 t1a.. T Frgum 11.3. U$O four nailsfor etcrp fullshin& Use four nails and six spots of asphalt roofing cement* for eaery full shingle ( Figure I f-4). Asphalt roofing cement meeting ASTM D4596 Type R Is suggested. I _ Rooting Cement Apply 1"(25 mrt) spats of asphalt fooling cement under each lab cornet Ftguru 11.4..• Usefour nails and six spots ofaspbali annerrf on steep slopes CAUTION: Excessl%v use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridee for CT201, XT`" 25, XT130, Xr" 30 IR: Cut Shingles t' 2" (50 mm) Remove` Q mcaple 25 nm)— — _ 2ft2Cap _° ncm} Shingle"" I L Figura 11-24. Cut lulu, then trim barb to make cap sbin& Engltsb dbaemions sborcn). 5 f12" (305 rtlml Eago 02511m) c, 6{e' stew 1 45 mc l Noc++o°e0`01 Figum 11-25: Installation of caps along the bips aruf ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate o/Authoriration 09501 61" EDITION (2017) FBC NON-HVHz EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 4 of 12 i 6.5 LOW AND STANDARD SLOPE Cse tiIX nails for ewry hill shingle located :1s shown below. Nad Lot Nad Nad Luce 1' (25 ma) 1' (25 MM) -- Figure 2: Usesix tails for evgr frill shingle. QOTRINITYIERD Cse SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown heloa: ,LpplV aslihalt roofing cement 1"(25 rant) from edge of shingle.:%spltalt roofing cement meeting ,1S NI D 4586 Tope 11 is sogg(zted. 1' US "ra) 1.125 Mn) Figure 3: Uso six nads and frrur spots ofaslilkill rnx f ug (witeut out .steep slolxa. 6. 5.1 Hip & Ridee for Arcadia': Cedar Crest'", Cedar Crest"" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NP11"" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line''/" to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Certificate OfAuthorization a9503 Hand -sealing adhesive 4" 1/ 4" - 0 3/4" 1" Dab of asphalt cement between shingle layers 1" Evaluation Report 3S32.09.0S-R13 6T" EDITION ( 2017) F6C NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page S of 12 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 rTRINITY I ERD cBELMONT®ORB*ELMONT®iIR: Low and Standard Slope Steep Slope (greater than 21:12): l T 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, located as shown below. it slip o Addiliantl rwls if required. 6 we, 220 mm) asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. PWj FA 00410a eormomi 1' (2I cm) flaofinq Cement Hip & Ridge for Belmont* or Belmont® IR: 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. Option 2: For Belmont*: Shangle* Ridge Figure 17-18. Sbmrgle* Ridge. tilzZZ Fasten the left side' FIRST Remove tape from the right side and fasten SECOND --* 1 RIGHT figure 17-19: lnslallallon oJSbaugle® Ridge sbingles oil bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic* NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization 09503 6' EDITION (2017) FOC NON-HVH2 EVALUATION f1S444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 QOTRINITYIERD t- R E SHANGLE ANDMGRANDIMANOR SRANGLEO: LOW AHD STEEP SLOPE STANDARD SLOPE Use five nails for every hill Siungh:. I- - 0 1- Figure 17-4.• Else frte na& for erMfull Grand JlmmrSbangle, Crariago noose Sbangb , or Centennial Slate. Use seven nails and three spits of asphalt roofing cement for every hill Grand Slanor Shangle. use five naili and three spots of asphalt nxrrtng ement for every full Girriage House Shangle and Centenniai Slue. Apply asphalt roufng cement I- (2i inn) from edge of shingle Figuma 17.5). Asphalt roofing cement oweting AbT,%I 04586 7 jx: II Li suggested. 014190moll 251m - — Figum 17•5. When installing Crand.lionorSbungles on strop slopes. rrse serer! 11411s and ibrm spots of aspball roofing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shanele: Refer to instructions herein for Shangle® Ridge hip and ridge shingles t*t1+ "-'$'6!,. rMY1'f•tiT 'r'i.OMARK, LANMARK ;,TI 111NOMAf PRO, LANDMARK MIl1Ml4ANOMARK TLLANOMARK M. ,;. ; hFl+ry+trf.. M'Sl y<A,•r•i1• t, SOLAR" LANDMARK ! :SOLARIS'IR, NORTHGf ArTE°6. s s;i ' .T-' "hvy c} rFllr,'ela1M l.K{.A. fall^v4•r M. I 1 l• 1' A LOW AND STANDARD SLOPE METRIC DIMENSIONS Iz' I43/4" 12" 1--( 305 mm)-- --(375 mm)—--(305 mm)-j rwnererteao mee a reaar+srmru I" ( 25 mm) Release} fape I•' (25 mm)--I •- 11h.. Nailabler area LANDMARK TL NorthGate: 13'/ Y' 13" 131/Y' 343 mm)—--(330 mm)-- --(343 mm)-- I" ( 25 mm) 1" (25 mm)--I -- Figure 13.4. Use furrr units for ereq, fiell sbingle. VOW ML140 tr 14314' Ir AREA I (305 mm) (375 mm) —+ (30S mm) -I Naiing Lima 1' ( 25 mm) owe! Aal Ine r ( 25 mm)— NaIng areas far low and standard slopos (from 2:12 to 21:12) Nal between upper a lover Ines as shogun above. Exterior Research and Design, LLC. Evaluation Report 3532.09.0S-1113 Certificate o/Authorization x9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for even, full laminated shingle. Scc below. Asphalt roofing cement should meet AbT,%1 D45861jpe II. Apply I- spots of asphalt roofing cement undo each corner and :it about 12' to 13" in from each edge. METRIC DIMENSIONS 12" — 143/4'-- --12" I (305 mm) (375 mm) (305 mm) MWW i,Mt ra "marseatc I"(25 mm) Relea e Tape I"(25 mm) •— Nail Area 1 For SteepT 25 mm) ----- (25 mm. Rooting Cement QOTRINITYIERD LANDMARK TL V—131/2" 13" 131/2"— 343 mm) (330 mm) (343 mm) t'-1"(25 mm) I 1 "(25 mm)--1I . A I 25 mm) Cement Figure 13.5. Use six nails and four spots of aspball roofing cement on sleep slopes NorthGate: STEEP 12" 14-3/4' 12' SLOPE I---(305 mm)—(375 mmj-- --(305 mm}--j NAILING Nailin LL(milsAREAl r1"(25 mm) betweeli %ver 1'(25 mm)— nal (lines. 1.. 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storn"ailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'". Landmark" IR, Landmark"" Pro, Landmark'" Premium, Landmark' TL, Landmark' Solaris, Landmark`"' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' t 97X 305mm) (250mm) G 6'— 415/16 415l1ti— 150mm) (150mm) I (125mm) (125mm) Notch for Notch for Centering Centering T 131/4' j ml CNotches for Alignment t (337mm) Notches for Alignment to 7S/8' ge of the Prevbus the Top Edge of the Previous 1LL \— —[ 125mm)Exposure ( m) Captor55B'(141mm)EKposure m) English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge"' Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-R13 Certificate o/Authorization #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles, (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 8 of 12 J 9 27/32' 250 mm) 4 Ceruti+ p Naieh 13 1/4' 337 mm) awn tlks: notches to top 7 rye. edge of (194 t11m) ptrdws course L NorthGate Ridge TRINITYJERD 13 1/8" 333 mm)— 6 SW-I4-6 5B'- I I168mm168mm Centering 13 t/4' Notch 337 mm) Align theseI I notches to top edge of 7 5/8' 1g4 mm) L previous course. NorthGate Accessory 30gm(M) I Laying Notch I 5* 02W() I Figure 13-20.• Use laying no/cdes to ante sbinglty on baps and ria gm and To locale The correct eaposu a 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authodtation a9SO3 6' EDITION (2017) FOC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/OS/2017 Page 9 of 12 QOTRINITYIERD 6.9 PRESIOENTIt1f'SHAKEt"% PRESIDENTIAL SHAKEr". IR, PRESIDENTIAL SHAK'6*1r"; PRESIDENTIAL SOIARi. ISr,'":' • '' LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40" Guide Uncs (1016 Min) S 1/4' 133 mm) . . 14 1/4' 1 1/2' Sit min) (3621 min) NOTE: Apply nails on painted guideline L Figure 16-5- Fastening Prushk"ffal and PresuiTitol TL Shrike shdng/es on loin and standard s/opm STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply t' diameter spots of asphalt roofing cement under each shingle tab. After appl)illg 5 nails in between the nalling guide tines, apply 4 nails 1' above lab cutout, ulaldng certain tabs of overl)tng shingle cover oaiLc i I I' diameter asphalt roofing cement Figure 16-7: Fastening Presidential and Prtsidenlud T/L Sbaka shingles on steep slopes. 6.9.1 Hip & Ridee for Presidential Shaker", Presidential Shaker" IR, Presidential Shake TL"', Presidential Solaris""' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles call be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' front the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/$' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NPir"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest",, Cedar Crestr" IR hip and ridge shingles. 6.10 I0HATTERASrta::i''.?-, } ?AKi tl, `/. ' :t;• :Yi.. :! .: ''s;'iT''','..1 LOW, STANDARD AND STEEP SLOPE: I 7 I fYrlmm1 1731 111ttre t5•J.1asteain2Hattetas3bingirsoil L"tr nud Stattrlard.Vo/les For lase and standanl slopes, use Gsr nails for each full If'g1tC s shingle as sltnrn ANAe. y'— Imm Mamm) t.. Firt-1S• I. ratreuim Hcttemr Sh"W a oa sterpApes For slap slopes, use the nails and eight spas of asphah roofing cement (or rach full 11juerts shingle us shorn abuse. Apple I' tSmm) dismeter spas of moing cement (ASTAI 0 45661)pe 11 suggeaed) under each uh corner. Press shingle Into place; do not elpose cement. CAMION: Too much tooling cement eun cmue shingles to blister. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate of Authorization 119S03 6T" EDITION (2017) FOC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 10 of 12 i TRINITYJERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14. 18 tbrw-piece units separate to stake 54 Hatteras Accessory sbingle . 6.10.1.2 Option 2: Cut Hatteras Shingles 9., 230 ram) I I I en 8'18" (460 I--- 18" — 4601 ( 203mm1 _.c Sid 25 cal Cap Cap Cap Cap Shingle Shingle Shingle ShingleIILjI 12Q, Figure 15.20.• Cut Hatteras shingles to make cow cap. Figure 15-21: Installation of caps along Ups and ridges 6.10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. rHIGHIANrDSU1 H GHLAN[)S IR 6.11 R: e w ••s•+.•r. eatw r•.+t+'4 •i: *ij^Y r,I).:f;"'Y'i ., t LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement- for each mend full Highland Slate shingle. For %liand-Dade, SIX nails are required. Apply i' diameter spots of asphalt roofing cement under each tab I—M+,; 1 comer. Asphalt roofing cement meeting ASTAI D4586 71pe U 6 suggested. Yr mwd* Oaoe repuk" SIX nen (to rots ow centr Ao ou+as anni. Figure 11.3: Use F1VB nalts jar etrry 1Ngbk%nd stale shingla 1 _ 1 — sxr M m:ONererQeip •aSmm) nu.o irWNe e.er eemr oAaN en Oea•n} -- Rootlnp Cemera F' Surn 1134, Me MT nails and aigbt spots ojaspdalt roq/ tng a+uvrt ande•-r ewb tab corny CAIMON: Eccesst a 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, U.C. Evaluation Report 3S32.09.0S-R13 Certificate olAuthoritation 09503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 11 of 12 N 6.12 LOW AND STANDARD SLOPE Use FOUR nails for ecety full shingle loc:ued u; shown below. Sethm lr1/E'- I'(25ro) I / I125 156.1 313rr,) 17ilcnl (331ma1 QOTRINITYIERD STEEP SLOPE 1`:e fIICR nails and filur s(xlLa of asphalt r(xlfing cenlcm for cven• full shingle :Is shown hclone. Asplcdl n"Ifing cemun mooing vzCNI IA586 Tfix: II is sug(K.ated. Apply 1'('lj 1110 slxlls of aspicdt roofing ce-m ul x<shu%cn. CAUTION: Fxces ice use of roofing cement can cause shingles to blister. K- — — — — — T I 1 (A")-^ Rttlleq Cement I« 12•llII' —j - 1}IA' +I— 12.11S -H 1C Itrp QS1 ) (3artn) 6.12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest"', Cedar Crest" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R13 Certificate Ol Authorization a9SO3 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLS"4-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 12 of 12 A op 1/2/2018 Florida Building Code Online BCIS Home - Loa In I User Realstration I Hot Topics I Submit Surcharae I Stats 6 Facts I Publications ' F8C Staff I BCIS Site Map I Unks Sei dFWdar Product Approval h1_pUSER: Public UserPa Product Approval Menu > Product or Anplicatlon Search > Aoolicadon List > Application Detail FL # FL12328-RS 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 Ext230S kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_.eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden W, Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 201S ASTM D226 2009 ASTM D4869 2016 ASTM 06380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQMDgtF2AezuaggOlAramDGmSebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 SummaEy of Products I 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 It TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final-adfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 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 If TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 RB If TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app Otl.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httg)://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKOO ASTM Slate ASTM D 6380. Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture Guard® TAMKO® 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 50OF 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 TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOG ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck Allowable Roof Coverin s: 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 TAMKOO Moisture Guard(ID Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Ea& 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-OIREV 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 O 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-011 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R Priest, P.E. have demonstrated compliance with the Flonda Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tttttltirrr aY R. No 74021 STATE OF W O • <v OR 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. FJ CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380. Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ onlv. 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 notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 0 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 TAMKOO TW Underlayment shall be 40"F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35"F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard(& Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Ea& 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 Flonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. r,ttrtrr GaY R. Q ••. \, G E NSF No 74021 STATE OF '•IJ/ O••• ' <v O R 0 N A, CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online cmn.. m iYIG A- 0 o o 0 0 0 BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Sear• Flriiida rj Product Approval USER: Public User7 M II..G^,_S 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https://foridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1 /3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL # I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.pdf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation ReDOrts I,3792.2, 1,736 Roof Louver, I'Aluminum Roof Louver, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes. Impact Resistant: N/A; Design Pressure: N/A' Other: 1. Refer to applicable building codes for required, ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model _ , 730,750,770 Roof Louvers shall not be installedon roof mean heights greater than 33 feet.,' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730, 750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792. 4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730, 750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792. 5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions,- FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf, Verified By: Miami -Dade BCCO - CER; Created by Independent Third Party:, Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.12df. Created by Independent Third Party: Yes! Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.odi Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 160S1028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions FL3792 RIO II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Baek Next I I The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https:// floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 M IAME ffemil MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AZA- 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 Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC-98&99 TAS 100(A) 03/ 16/95 LOM-013-02-01 TAS 100(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 %:' 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 head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMI•DADECOU Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 41 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETA[L B I 750 SERIES LOUVERED ROOF VENT I'T 4.9 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 MIAMI BADE COUNTY Fjguas• NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT u 4 9! NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D j T- E - 1 15.33 I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u I 4,01 k-. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMM3 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadesoy/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*wA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page l 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'/a" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerP' 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''/s" 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: I. 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 MIAMI.OADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A X, 4 -------- - NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT I 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMI-DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C IIi.)O— 16 -0 a 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE r i T . I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW M IAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED FEia] NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 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 roofmg. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT L DETAIL B 6 -- 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C I1.00 i 16 1M 750-S SERIES LOUVERED ROOF VENT L ,9 A' NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D L= 11 `//J''t cw- 3.00 750-E SERIES LOWERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer CAST.CRETE USA, Inc. Address/Phone/Emall PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cparr(no@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24S67 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products`• FL # Model, Number or Name Description 1S8.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS8 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL1SS 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 FL1SS R10 If NOA 17-0821.18.odf 171-158 R10 II NOA 17-0821.19.odf Verified By: Mlami-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back rlo><t The State of Florida Is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here. Product Approval Accepts: Credit Card Safe MIAMI•DADE MIAMI-DAD.E COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVIS[ON Miami, Florida 33 L75-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iy%yiv.miamidaae.zov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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: (Cost -Crete) 4", 6" & 12" High Strength Precast anti Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and S-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 18 MIA I a eouNrr <_/ Expiration Date: 09/11/2009/X1/2018 Approval Date: 09/28/2017 Ocjl2$ f7-o17 Pagel 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, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4". 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both 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 ASTM E-5 2 9-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS L Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 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 Cast - Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor KOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing JVo. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision elated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.L., 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 SUBMHTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drmiling No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4' , 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic .Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. o' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND4AST-44194 PRESTRESSED CONCRETE LINTELS y r nPE 'A'TYP,a ca, TOP STEEL L [mom 4" SOLID LINTEL nATA TAALE Vi:[91:1; i7 r,mm iL::l s1 7i rlQr'il9s m1'. ESQ ii Wz1-A lF"LvxMlL:Jmklnm V33n lrmY7l rrra r3¢SMlfllsl111rf;fo,W r 4- AM 111iT L 1 ' 1n ` IWY:1 T]:TI•YY'lli i..yl•3 rfry rcy ram,+ r*s r ter ua ua veu_ e nt o rG"15CIrtIG1l^,l-7 &UMUAILLJLGIIWvtl::.l LYty r:tur 'UL"tteiLr r/ 4 GJ CrE`CLf3n,1 WLJr}11a L!SIY 1 klrf IF.lfd1 09/•tt• Gmilr HCS E7 I1LrMomO Er, W li' uo I1m1 An 116! PIAMIL 1Or rI/DAWMM li rl9WW SOt PIIMW APPIWAL 4 W lm P&MM aCDFMMSMWACAtMOTKUn*b=O OA rtIIW11tC0 CMO°1 °I[ PAOi ' fAritl m111Art CA1ftJIRt vOA, 1W L e01SWOM .tVU T/ AA W AM A•1M PP. /.. AM A X" 4 .arm ITXWAM1 . AID a WAS LOML& - !OM PA MISS M AM MU b SIMS au IOW XMU W WM%n IMOn AU CwIDu WW L COXMX tlltAC=b h . IMP SW PM ALL 1 M AA n NO nw aSH no Or Mt L0001OW OAOA ru DAUM - ft or Paaa 11111" re - MOO PW FDA 411 ,IMMIX IOWn . 4 MW SIR ADUO•t M aOt PAINUMVAMR MOO1. MIIOII aA° sk" R on "a wt tM ro M N6111°M MIO ! t1MOM SAW, CASH AA. SH . AW If SSM UMM Ma SI•VIA SIM SISAL 0 KA PAODUcr RGYI9L'D G ;. C E N • ' .0 i DDawke O&s itD.ho Flai aeaop •nea No 1 - o Z . rponueraevuuu o.4 onUaIS B marl ".,;, ItlPudd+ pyWe: Wo!°3 T P' CRAH3PARAINO ORIQ.G t.• B324CR679 f: MIL lbWjiWS OF 01 ONALE;;1•` FL PENUC N0 44756 PRECAST AND PRESTRESSED LINTEL DETAILS xn •..c.,.I eume to n1ISn AAWm I e...r. AS SMOLY c GENERAL NOI 0 tdolotds re4•rp.wd-madwwrerAm mm )rw !sArAMIi `mHmmi'at lebde al ASN Als 9lealorPQMNt2mtdpY or ! Z) A nhped min fool aq mMAn 4 b111 woM bialro. 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SEE SAFE LATERAL LOAD TASM FOR LW RAW 1eFOR EACH T RUAMXDCUUNALFULL COURSE I/Y CtR IV i„• , 5 RE&R FOR U NIELS L:„K:' OR40 or CROO SAFE LOADS FOR 4" SOLID LINTELS WT- -cm GRAVITY TYPE LENGTH ass Y-6' ( 421 PRECAST 1180 4'-0' ( 481 PRECAST 959 4'-6' ( 541 PRECAST 789 5'-10*( 701 PRECAST 460 6'-6' ( 78-) PRECAST 360 7'-6- ( 90r) PRECAST 260 9'-4' ( 111) PRECAST 156 10'-6'( 12el PRECAST 116 12U8 4 ^- r- 0— UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-e ( 421 PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 4'-6' ( 541 PRECAST 529 j 258 5-10'( 701 PRECAST 407 148 6'-6e ( 78) PRECAST 366 118 7'-8' ( 901 PRECAST 280 87 9'4' ( 1121 PRECAST 167 55 10'-6'( 1267 PRECAST 152 43 12F8 12F12 12F16 10) MA -) M Imbd IT11 jjj r••f: • •'1 L.:. II) Iellem field •dM IISef b N b•dtal d Ue fmIW11 d 1!e told mel)r. 1 1 I I . Yr •.ti U '•T' i'• PROWMRSVISOD 61. 18 6FB 6F12 6F16Atlep ALvi Dnf%daZ IB r A. Ls i y'• CI TWE DEMONA11o14 •; • :. - k - d.nlolmlema/ o-mms er U f • • • • .>9 ;•''.,.... f• ii : e.-..••YY.i-t o: J '• aamrrar lml •- • ^ ii •-•. "3 ^± +;" •lS:v awa eel. ^' 1•'i Y; - 1•e •.. '' .1 ,y .rr.',1 12F16-26/ 2T 12 ri6- Obtlm• cr uA" nr ';%.•, • r'l. .i' r' .M;4 =.S:. it r.:, o1.\F V FM1.rw!.'Y i. ^• .:. _ G ii tics ; jL ,:."r' 4 d aelarmol •• f ja•'{;•i•. '.)•Y'.)^... 9 12F28 12F24 12F20 10a J4r' 1 •mao is GtaN • • sMhtow CtRWIS1iA mls r letor. : S, <t:' •(} • S7 T pd1y3'i•y 1riN tAo Ptoerda 1 S • • •• • • • • • • AaeeAtans Ml -o o uan n ' "O ° Ip . n .: Cl H•Mwkdelaue e • of 12' N049YAL rl9114 T" . M CA 679 /d 6F32 6F26 61` 24 6F20 ''ptS p VAL G.`' I,MIRK p pRjC33M By M. or _ . xmCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rt/• w Ott KIM 915145-14 DUFtl m MU AWA SCAIL• tLTS. CFlK7L'•STE alb a mo fro Q w mm, ?L - A[G 1•. "M OtAlCI M WNI =1 I Or ) CAFE GRAVITY LOADS FOR R^ PRECAST U-LINTELS 4AM41m• SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 UB-10 61'12-IB 6F16-18 6F21h1B 6F24-18 6F2M1B 6F32-18 3'-6- (421 PRECAST 2332 267E 302 5050 6148 7227 8297 9J57 4'-0- (481 PRECAST 2025 2313 3892 SOSO 6148 7227 B"T 7 4'-6' (541 PRECAST 1654 1887 303 5050 6148 7227 U97 9357 S'-10'(701 PRECAST 1067 1260 2198 3W7 5734 7227 8297 8225 6'-8' (781 PRECAST 949 1078 1831 2850 4328 6737 B297 9357 7'-8' (901 PRECAST 7N 883 1459 2188 3151 4524 6654 935700 9'-4- (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4-(136' PRECAST 457 513 805 1133 1507 1952 2492 3183 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 646 895 1170 t485 1852 2285 14'-O'(1651 PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4'(20n PRECAST N.R. 299 1 455 620 1 794 1 085 ilN 107 1) THE NUMBERS IN PARENTHESIS ARE PERCENT RMM710HS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS CAR An DDCCART I LI I1TTC13 C SAFELOAD PLF TYPE LENGTH fiU8 6F8 RCMU 3'- 6' (421 PRECAST 587 1055 598 4-- 0' (481 PRECAST 487 787 445 4'- 8' (541 PRECAST 416 609 344 5'- 10-(701 PRECAST 300 350 198 6'- 6' (781 PRECAST 263 496 157 7'- 6' (901 PRECAST 222 367 116 9'- 4- (112") PRECAST 173 352 74 10'- 6'(1261 PRECAST 151 276 58 11'- 4-(1361 PRECAST 139 311 49 12'- 0-(1441 PRECAST 131 277 44 IN- 4'(160-) PRECAST 117 223 35 14'- O'(1881 PRECAST 111 202H32IP- 4-(20n PRESTRESSED N.R. 130 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS CmIff- tm110 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENW3'- 6' SFO- 17 6F12-IT 6Ft6-ti 6F20-1T 6F24-IT 6F28-tT 6F32-IT 42) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'- 0` (451 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 8' (541 PRECAST 1083 1592 20S4 2.577 3069 3562 4055 5'- 10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 6- (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'- r (901 PRECAST 648 863" 1249 1544to 184019 2135 2431 9'- 4- (1121 PRECAST 575 57100 980 1252 1492 1732J 1972 101- 6'(1267) PRECAST 514 462 787 1121 133ix W 178E 11'- 4-(136) PRECAST 474 404 8B5 0, 985 tu 121399 1442 1645 IT- O'(1441 PRECAST 454 3876. 619 88B 1093 1299 150E 13'- 4'(1601 PRECAST 402 ot 308,,j 516 736 906 107E 1247 I4'- e('687 PRECAST JB8 285. 475 877 832 989'-Ill 4'( 2081 PRECAST 253 j 208 j 336 476 j 585J 693J 803 1) THE NUMBERS IN PARD41NE515 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 WO PARRINO w CR 570 NEF1, FL 33584 Etr- Nn AA7C PRODUCTREVL4Gp 0 9it Cmoyiad, a allft1,1091 o"- No - 0 21.18 ate IS By h1Willo4uu Control PRODUCTRavoso OUR dtftQ afiv*16oF7aido 4ZIAarA o< I CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES At RM OEM-14 iiAAf l Qt JM ADMI) STAI6 Rix Axo 1 atu s/tyao meclart ml uAp A1T>ao, rc - lae. Nr. 41TS1 _ _ otAwwcH0. wat 4 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 0sr4_6" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12R1-29 IV12-3 Wo- IMO-28 UT24-2B 12126.2E IVW21 3'-6' (421 PRECAST 3428 5000 583E 7619 0352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5B38 7819 9352 11060 17755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 1443E 5'-10'(70') PRECAST 1612 2320 321E 5234 8487 11060 12755 144 1 6'-6' (781 PRECAST 1383 t986 2879 4196 6421 10032 12755 144 7'-6' (901 PRECAST 113E 1628 2131 321E 4676 6756 9763 135 9'-4' (1121 PRECAST 795 1218 1535 2230 3083 4167 5593 755? 10'-6'(126) PRECAST 614 1043 1295 IB53 2516 3323 4334 5632 I1'-4'(1361 PRECAST Sill 945 1162 1649 2216 2893 3719 47 66 12'-O'(1441 PRECAST 456 878 1073 1513 2020 2817 3333 4206 13'-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-O'(168') PRECAST 321 720 865 1204 1584 31D6 17'-4'(2081 PRECAST KP 4514 631 aa1 1H1 Sim, t1380, 212219'4(232') PRECAST N.R. 343 47T 700 925 1609 U) IMF NW7015 IN PAI UKM ARE FRIICDO RE =MG FOR WM 40 FRD AM RTtiA SEE GDA & ROTE MM 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH__TYPE 12R06 120-20=101-2 12RT1442BF16- 1211M- 128F28- 2BF30 4'-4' (521 PRECAST 2538 2942 5468 7584 9640 11669 136" 15679 4'-8- (54') PRECAST 2319 2740 5468 7564 9540 II689 13M 15M 5'-6' (6n PRECAST 1347 1841 3555 8395 9640 11869 13M 1 5'-10'(70j PRECAST 1259 1758 3361 5954 935E 11662 13679 15 6'-8' (80') PRECAST 924 1430 681H 1 1257 148DQ7'-B' 901 PRECAST 703 1203 W26nj416494 5259 7922 98231139'-8' 1167 PRECAST 389 843 157 3243 4427 5417 6380 V) THE NDIBFDS IN PARWKSI1S ARE FUMU Rl' 'IIOF : FCA 40LAOE 40 FQD MWD Rf AIL SE COCK NOR W. 4 FJ10 41- oOFF-.AST IIJ Mrml V C SA LOAD PLF LENGTH TYPE 12US 12FB R0 3'-6" (421 PRECAST 1295 4"1 393 4'-0' (400 PRECAST 1295 4841 299J. 4'-6' (541 PRECAST 1049 3922 2417 V-10' (70) PRECAST 681 2547 155 6'-6' (78r) PRECAST 579 2167 12 7'-8' (9n PRECAST 474 1771 91 9'-4' (112' PRECAST 355 11328 5806 10'-6'(126) PRECAST 306 1143 454, 1I'-4'(136") PRECAST 278 1041 38 12'-O'(1441 PRECAST 200 971 34 13'-4-(1601 PRECAST 229 857 278 14'-W(168) PRECAST 216 809 251 17'-4'(2067 PRESTRESSED N.R. 1 633 16 19'-4-(232') PRESTRESSED N.R. 534 130 3LL uLnu . "VIL !O 4'-4' (521 PRECAST 4'-B-.(541 PRECAST 5'-' (681 PRECAST 5'-10'(701 PRECAST 6'-8- (801 PRECAST 7'-8' (901 PRECAST 9'-8' (I181 PRECAST PRODUCr bdldMDw^ roiti 1 = U/ 8 cnuoi SEE GENERAL NOTES - SHEET 1 OF 3 PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4MV11.4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 121E-21 12F12-2T 12FlB-2112M-2112124-IT 1212E-211932-21 3'-6' (42) PRECAST 2752 4287 5613 693E 8264 9589 10915 4'-0' (4n PRECAST 238D 3721 4872 6023 7174 8325 9477 4'-8' (541 PRECAST 2113 3291 4310 5328 8347 7365 B3B4 5'-10'(70") PRECAST 1623 2527 3310 4092 4875 5656 6441 6'-6- (78) PRECAST 2269 2072 3675 4378 5081 5784 r-6- (90' PRECAST 1767 3194 3B061q 4417 502E 9'-4' (1121 PRECAST r1444 117 200E 2590 3087 3593,4079 t0'-8'(126 PRECAST 941 1612 22B1 2764 3209 3653 11'-4-(136') PRECAST p 829 1404 1982 2441 29D 33S4 12'-0'(1441 PRECAST 814 753 1269 178E 2201 261E 3Q72 IY-4-(1601 PRECAST 678 833 1057 1485 1826 2169 2513 14'-O'(268') PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2081 PRECAST 434 427 695 964 1182 140 1623 l9'-4'(2321 PRECAST 36B 370 593 817 1002 1187 1372 1) THE IOARTM DI PAUD WZ ARE RIM REMCM a FM GM 40 FTBD AM FDA SEE OENM NOR Im 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl V' RECESS DOOR U-LINTELS 4r,41S7 CI0Bh SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4- (521 PRECAST 1626 12685 3746 4'-6' (541 PRECAST 155E 2582 3602 5'-6- (68I MEOW 1210 2042 28W 51-10-(701 PRECAST 1173 19B4 2769 6'-B' (BDI PRECAST 10201 153E 2426 7'-6' (9D' PRECAST 904 W 1226 j 2163 9q8' (I161 PRECAST 703 P 771 4n 1472F mum IN PAFtRMLSE ARE Pu+mn RIOFICIAI6 FOR t40 PZO AM KW& SEE OF]M ME a 4 PRMCPRBVISOD m amplyka wilN Do Flmtdo Amp No °,,-a 03 CMQPARR440 --"" •'All WRaka 88684JALEmis4% ht P.E4g.T40).414155 mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES f1IE RRIC mw-11 I OWN m ma mum I =L. MIs MIAMI•DADE NITAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tivvw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Boy 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA t# 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 7 da NOA No. 17-0821.19 05/21/2022ExpirationDate: OS/21/2022 Q" Approval Date: 09/28/2017 Oq / Zgl2 0 / 7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, AE., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTMCATIONS 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 Certfed Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96for #5 rebar by Birmingham Steel Corp. 40finy A. Makar, P.E., M.S. Product Control Section Supervisor IYOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #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 onflexural lexuraltesting on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Sjvstem 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. L Ilelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # I1.-01.21..04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department 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, AE., cert6ing compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. • By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Cocle, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. 'DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. I Cffeimy 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 SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. I . bny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 LS/ 3Y0OAR TIRRUPSE ' 8" STIRRUPS Y 1 n STIRRUP DETAILS R" PRF 1 i:.Al'•p11i:1•lS(aflp)1f:1{,a91:1 5C'..'ri7 r p{c v a'I vcsr.ilu r ff,r 6. CfiC3L70D U'7it/tFi 7fF c.,'i 0 Q:' L'.ii[:1}I! fIF7Dte3 1 flii ii DfII:.l7 fLSG! CLZ16-ii 0 Dt3L' Sli•. i•Sn mG'rflf i i Ssf' i^ 9LEI& col 80 PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE 1r i 7 t' L/1. JI4tt•''il l'-[pl j. r 1 V.Yf•..•YFif1\Y.Y ol ti_t lLf ii f/.\kyt i 1' ir. e r;n•'iJ[ 1 A mrr: rv E c no 1C S[: I S1P I'S.SZ:iS!11 i7,1".VCIl::!iltL L7a tt= obi Fri 1rS11 1 lJ L:i""r f CT Sl vt21::J L1 lGf4 V scra ii>o+rr. tmrtt rcra;:r Irt,s rr. :trc r c ry ICJ i C`J Cali i:lll JR,ti: I.iL"^' 17riiir/J t7 dC• CZ'SRCCL Q F]l1I.l7.!:_:] T,4:!,f tL' Ci C+CiO OF tj I I I I I. n= no am mmunmt Is m mm tmrl mom w wa. a n ME= Or NRIII09J Wf! Mm UM Q m11a01om ra In.w fw w Tent Wmml Celmm of 4or-ua[ =, mle. ---- 4 XM1Wtp0'sjWi 1/n WI MIN A/lo1 A ri S. OM U1 IM XW1U OF snuvfa Alp p mm/f 11101 w u,x A,F•J/I 0¢N 1=0 u ammo smom roux ulal otViOA fi® 101FddONI WGassWm pp a ,m1 omofaawro mlmq to aa11M[ m. Of old /. Im m sowaft! MIL a omlWac slawlm h .Iwo to rot r qt1 xooa >isw i ammra fmamlo , nary e.. an M Jo1 at mcm aq Yrl[la nal rm 1001MM OA a Y em.. "47kwnm now /ml aua Or m0em1 W a mao u UM a6 comma nssrw tones . ve . ,r or rtAumta Uan riMMU p CAN 1. snores rnuoond 10 mm unm uo r mmm m=m f ENs • _ •, Paouucrm naa im! o o3,ei 7g tqq . CRAI8 PARR W Oi f .o:• R. Q GEC..e SOTNER, f. ONALEN.,•' ' R-P.E.LIC.N0.44M FL 3M. ML CAST—CRETE 8" LINTEL FABRICATION DETAILS ne re ^mmn v I nnnc =Am A- PRF7-A_NI' R PIZSrMFSSEn el-LINTELa Cwsr tpfn' SAFE LOAD - POUNDS PER LINEAR FOOT YypE LENGTH 9e-00 O0-I1 af12-0 an2-la 00-0 ane-le U15-o! a _I! DFi4•ae 924-13 wma tl}a-ta aRa-OB VU-1! 4T 1 PRECAST 7131 3m 3719 81e3 lem no eb02 Iml 3acf 46M 1 LIU 7547 W4 I091 1 Ilan! 4'-0' (48 PRECAST f960 Esa m300 4m feel 7414 awl 2W 4644 1 613 7547 0974 mle4 It- 4'-6' (S4' • PREiiIA trey tea! 2110 2031 n37 4m SWa224 2199 4375 4113 7647 1 0e02 1=4 111011 S-4' 4 PRECAST1 1217 13ro 14J0 19a 23W 3173 3e01 42N pool 30e0 W0! 77f! AM 101 5-10' •PREDIST 1002 11W 1173 l01 2090 254! lm9 3470 1461 me 4 0 of lot ate G-6' (l0') PRECAST 9D8 1239 2177 3031 3W 4W son 12]e 21n 31eD Slp t060 l mool 7-s' (9 PRECAST 1 loll Ine Nat 3 2110 3191 30 Toil 17M29 1 31M aol 0467 ten 9'-4' (112 PRECASTfee554 Ito 1Q5 224 3401 NU 3302 762 1243 160 1 2W 3409 11M 10'-6'(126 PIifG45T 473 am M1247 200 2T17 2113 tale 10 102 1073 1 2D13 2711 R43ad 4A44 it It'-4'(1]6 PRECAST 362 sm 943 1]00 1046 2423 3127 40W 552 e46 UID IbID 2O3 3I27 4000 12'-0' 144q PRECAST1 337 50 an u51 IM4 i193 2WOs 3SR 540 a3 1254 16e1 210 2D05 7532 13-4' 1 PRECAST 296 a1 M 1078 231e 203 471 MS 1975 0.16 all 293 14'-0' I PRECAST 279 424 7W 10 2 07 1127 2030( 44t TDD 1002 g142" 31 6e7 LN 2C70 14'-e (1740 PRESTRESSED ILL BD Cal aB b1 Aft Ae 452 7D 1370 N0 2517 1212 PRESTRESSED N.R. DaTot 9e o b+ In16'-4'(164') 4n 710 1250o5a 2720 2513 17-4'(2001 PRTSTREs NA. HI I xx I OR me MR VA J00 SW em MISZO te5! AND D211a 19'- *(23* PRESIRESgO NA, 15 to RR 235 420 70 1037U Iffi 5115 1 Inc 21'-4%25V) PRESMEM No3 Im rot NA0laMRIin W0 ats nu Ala ties 22'-e(264' mmwmmo NA, Ka up Nit In I® Ala mCAD 784 IOa 12m IAe 24-O'(28n PR11TOM N.R. a 1R im Rs Tot Tat 129 250 40 154 014 10li 1272 sAPELATERALLOAOSFOR atlwerw etf. eeeenrreaen 11J NR.14 SAFPLF LENGTH TYPE BUS I BFS RC MU 3'-e ( n- PRECAST 1025 1Au 1698 4'-G (40) PRECAST 785 1 763 1309 4 -6' ,(541 PRECAST 592 591 1073 S-4' (04' PRECAST 411 411 745 5'-101(707 PRECAST 340 339 616 6'-6' (7B7 PRECAST 507 721 490 T-C (110) PRECAST 424 534 363 9'-4- (1121 PREERST 326 • 512 230 10'-6'(126) PRECAST 28:4 401 180 1V-4"(130)PRECAST 260 452 154 12'-O'(1441 PRECAST 244 402 137 I Y-4' (1601 PRECAST 217 324 110 14'-0"(160j PRMT 205 293 1 100 14'-V(176')PRM7RgSED M.R. 284 91 f5-4'(104') PREMKM N.R. 259 83 ti-e V08') PRESpiESSEO N.R. 194 64 19'-4'(23n PRESTRESSED N.R. 148 62 21'-I'(2561 PRESTRESSED N.R. 123 42 22'-O'4641 PRESIRFSSfD N.R. 118 40 24'-0' (26D') PRESTRESSED N.R 91 33 suede I IP1 IFT a ADA FOR Se PRECAST A PRESTRESSED U-LWTtLS SAFE LOAD - POUNDS PER LINEAR FOOT gypE LENGTH 87041 00-II tV12-0 K12-2T Ulf -IT Dfl11-71 I tt IFID-V OF24-11' a»4-2T ORD-17 421-2t 012-1T S3241' 3-6' 4 PtitUAST lose 7Wss 14 4394 w 4m 7ml 11i! 208 J#4 4311 slit 6 32 70D1 4'-0' (40 PRECAST 17°0 2306 300 3815 3n) 9079 13H 27m 3110 3015 4b7o SM GM 4'-6' (5o PRTSIST ISW 21 1 1.t73 1111 es7D 001 2N0 2707 3A5 4043 711 637e 5-4' 647 PREIAST IOU 17 M MID M99 79W 43N polo I7U Cite 4mD 319E Slop 522 5'-10'(707 PRECIS* to 2b93 31 4tJ3 me JSq 3W2o fm b'-0' (78 PRECAST 835 1 1 1"mn MST 37 US 1 W W9 92700 3251 R72 J'-6' (90' PRECAST 777 1 1624 2025 2W 3228 n7 1214 1124 5 24N 2SD 3== 9'-4' (1127 PRECAST NI 7W 1411 1474 tote M MO oil m I316 1 too less 1 2194 1 2910 to'-6'{726' PRECAST e10 a Are ties 1491 1736 2011 330 693 modIm 17D3 2m me 11'-4'(136' PRECAST 474 W4 . DW 1W7 I274 1513 17A I 4W 101 un im lots 218 tj 12'-O'(1441 PRECAST no 4sa 724 Dla It IJa! 1585rd 4" 350 940 1302 lmo 101 2073 tA 13-4.1tW PISdST7 4U 3W e07 7!5 NJ 1W 1313 IJ 429 . 400 MD 1199 418 1 1Da7 14' -0' {16C17 PR ASJ 384 356 bo 7M efe Iasi 1270 400 425 1 m d IDf! 10=9 16112ga 1007 14'-S(17n PRESTRESSED 334 ad 13 e7e 1131 4/0 9S S1U eW 1303 isle IM173/ 15-i'(184' PRESTRESSED 214 313 Oa 07 719 ell ID34 23D 311 010 A W0 a 124 1460 Des 17'-4'(2001 PRESTRESSED 102141 NS 3W 40! Wet al I 740 07B 731 tvIm 1173 19'-4'12321 PffMRESSED In 22e 3Y 4a a7 Wa 47 118 N3 429 in 141 1059 2V 21'-4-(25en PR67RESSEO In N2 9m ffi 3W 373 3u 97 4W ill GOD e9s W95 043 0.( 21 . IS) 137 14) 223 2!S lt9 su 462 eaa 54D 0a1 tA0 lee 24'-V (2067 PRESTRESSED 114 p79 124 20t m72A9 455 60DW Q70 n TIC NUNIITRS IN PARENTIM ARE PERCENT RDUCM FOR OWE 40 SEE OE7IERAL NOTE R1 18 on SHIFS 3 OF J. RELO ADDED REM SEE GENERAL NOTE NO. 4 ON SWE 3 OF 3. Mph PRODUCrPavi56D m .ucr mew Y19 0DnMoy m mOyinB Mah the florid* 0.1ding e-eao tAtDmeO L11(e pWldigCodo Aovl- e)'to 0227•/r we 3aut IVo Sot 71rte 4•Zi iOZ Ltyym 2 2 %/ N. . MERAI. MOTES - SHEET 3 OF 3 > 14itaul L 1) UiGpim-Ab Am rLmAn1 =wuLaD RAI e c +v GENERAL NOTE K 4 ON SHM 3 OF 3. DEN'' PRODUCYAANBOD m otba w0albo No4de o2. iE l CRMPARM Ij kE e R: •• 0.• S'fffl4ER R. 93609 a tei" FLP.LUO.N0.44756 T 2-;I4se4.1 CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR B" PRECASTwT r RECESS DODR U4JNTELS 4 M-4 0— V / SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH 8A116 w" e0F1 wwd fen" aon-ce 03D- t076-R Wlaro m-le MFIe-I 10 n-1 X71e 81f10- 4'-4' (521 PREGIS7 1635 1, 4e 7 3280 430 421 SW 700 tat 160f 520E 6Qif 0060 1 0479 101/3 4'-J' (S4') PRECAST 1494 rsfe 30e1 2992 396e 4940 5024 6901 17e Sal S M M69379M 5'-B' (86' PRECAST 886 1770 177E tl17 2f39 3402 3960 tIQ 24et 4311 elef e0 7117 11711 5'-to°(7o7 PRECAST 610 1600 2114 260 3n4 37M 1113 2342 4242 C&HtW MON 74ft R76f 6•-' ( PRECAST 797 001 1023 3120 501E T747 f11e 73® e01 1f2S 3130 b04e Tf15 909 1 7-6' (90') PRETJST US400 2459 AAlf 370 12S b123 753 1 1420 2459 3776 5743 MOM 9'-0' (11B) PRECAST 411 460 00 IM 1253 3129 4091 314f Re I fey 1505 22M 312f 4L50 5091 THE N11mM W PARFNIHESIS ARE PERGEt4T RMCTM FOR GRADE 40 FIDD ADDED REBAR. SEE CFNERAL NDTE NO. 4 UR LATERAL LOADS FOR No PRECAST Nd2" RECESS DOOR U49nW p V' SAFE LOAD PLF LENGTH TYPE BRUS 8RF6 Rt;MU V-4t (521 PRECAST 758 757 1164 4'-6' (541 PRIKAV 694 693 1073 V-r (an PAEI m 408 407 655 V-10'(70') PRECAST 382 381 616 S-B' (R07 PRBSIST 595 788 464 7'-6' (901 PRWT 509 674 353 9'-S' (IIe)PRECAST 370 490 2t4 SEE CENEIK )M 16 SAFE UPLIFT LOADS FOR B" PRECAST WI 2" RECESS DOOR U•LRVTELS 4iurim.0a a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH e17e-I1 MR-21 WWII WO-21 W4-1 e1e14-2 6-I MrIA- W22-11 M2-21 UF78- ORF21- 6tit6-n W30-21 4'-4 (5 PRECAST to 16SB 23R 305E 3751 444S 6140 S05 lees 2362 3056 3751 4445 5140 4'-6' (34' PRECAST eel 1604 22T2 2030 7 4275 4941 OR IBM 202 251E 3607 42" 4443 5'-6' (66) PttECAST IKA 1 7107 232e 2e64 33112 3f11 VS Iref 1707 232e 2154 33e2 3911 5'-10'(70' PFM45 as 1200 174&d nN id V73 6 32Ka 2769 rA I2A I 174E 225f 27n 0 27f9 8' (an PRBCAST SA 12f 1 120 201 2Q0 3M 5m 2m 1530 1l60 248 20TY 332f 7'-6' (90' PRECAST 606 742 f354' m 297 206E 606 efe be7 7!® 116 P1tEfA4T 4ee 416j 41222t65f fle0 902 13ei 101e t131 f) THE NIRdBERS N PARDRHWS ARE PERCENT REWCIMNS FOR CRADE 40 rW ADDED REBAR SEE GENERAE NOTE ND. 4 CENER I „OIE TYPE DESIGNATION I [Y6dr K mnJdotd r e••V2• MN aMA.• ra 1D• eW 6 mm4h Q - • 6' .o WI • 100E fd aArF td r m6• 4 11q• F f - Rllm = =I / v . WR1tm 04 .uru04JsO° pl. u°af"o 'i Rio as 1S Y y r •'(af0 +s.(,il)0i:ur e (o.r .w'a E1 $f$ $F12 flf 1$ 9fUOR°o011Y w RW N4 -f m N 11) bb iaY h .hu1d M Anew uoW de ei1 %o1ahC Mrwoc ' : i. J r < y nn•d (0r A411 Ono 270 be ,.betbn 8 F16 -1 B/ 1 T sAr w A9Y C2A A1 Y •r 4 kdb0 nAOtl M1 } N f° ~ S IO .J ' •% ,' y sr1..4re b.d 5m. 6adamld Id N .•h bed edrun 4 4d: mWY 1'+ f616M11 e6N,- f 1 loed e1! 41 ° 4 16) to mrpm It" hews ma na4 w Ab b•0 tree "hu low Ibm 11m9U1 NOGG I R TOMS WO 141 fr Nd MAN wt AeR ib adoIw1 k- Mothiv I•A "M j7 RRYt Ai W 3) p•Sb tr NWW bed wl Iwl wh 17) Soic a s qtitrlwd .Gov" lo-ft 7' ICI M an no •waw h Arrrsb bamlw %a pomd rdw0m f 1Q feb hdr loud a n0rd &** ex*.w a 6M •W AP 311 ' ..; J' Y •. • I -lit' ct1Ae q•b 40 b41 db1 etex. - rBaumsue 1 air W a u bwa b°f er l..n+:s a r b r w watod 2' f °=°IC q 7t W)-- of ie ) rsk4u w Ba ru L IRGDO aa.°(h• ta1d. !r em laerc •;• ' b o,1s ern w os"4 k ulu EmrQhp. ft.*. Sgtl go lil V--4• ad bp yv lbPRODIICrxm4R w-i1 h- 'i•. y :','•• l'T '• "• OD 4.dn11w IM6Mb OEMs Cbde O the x F0 sr. led WA as ngrbN wec rasstoo -022 J5 : an J7 rdw r q b. 069U 1 he to 15 Mra llee •1500P1f t;'• v —is fIlUaI01101 rr • • OlfeRfdWWYh0nld• Y.%•Sr i•.el weed sd wiSi43 •A fA wGReb4d Dr Ca9d `...' SEE WE LAM LOAD lb. 4 ... 4•b er•artnhl bob fM W W. Iwo hlbt UW FOR LIM WJWIi 1,tyt • 114f• PRODUCTREVISSD 1" PWOED IN OIR y "4Awe.° am a, re>,Tq nmtd m4 M r •bq lry ew TOR EACH ,.4Q , aQ.owvb4ea+am° rlrria • (ua ak d l `y.: MAD Co mu) .` O EN • •emmGryaue 10) "A . x•I trial • • nu COURSE PRODwrRemmM : . ' 1•b 40 ) 9 0.44 I/2 C1R rn Dine MRoDI plWym 10 hU. ! d1 Wd*,dw h 01 bcdd 4 0. billm of lb bW —2p (2 j5 WAR awwf4 C•d vlll dwPlortde e22 td41h 1' 1•Ad• i'~ OR40 or 9R60 A x• (i- e . y?C' AawObrra• tlo m Urt• P . Cmmnd lNiAIOPAt;fiR40 63P4 . • . • 1Br4t , , < • CA579 Rl. SE:FFNERR= 54 O10 nra: f# ate .s,;rsir1:11rarai rA r t P-lrr: Carr:>s66eslr 1: Ir,rle;vu::rcr:>F: rc „ s . .,,..0 • DETAILS T. Ard: fa9Yi73- tir {.yf.1!-MvIs•Yli F.:'1t. -'( '..e U! •,'Z, _ !u'.t. r ra rris- 711 3a m; ws•zrcklt S•• `Sn .r;-, `-` r:;sa 6v r>ta:r-cta- sr rrm;e -.. . : , . ,•_ .. M IAM I -DADS MIAMI-DADE COUNTY a 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) ,""y.miamidade,eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No.17-082I.18 Mt t eoutvry {--[ Expiration Date: 09/I1/2018 j- Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flevural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Perrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E. signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System"Manual for Cast -Crete 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 Perrino, 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 Mach 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATIONS 1. None. tl;A(elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and. Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables"' sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mrami-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 1{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-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'r TYPE 'A' S.PJU P .. 1 i , L I,s.,u yts e/a+L arsvu 4" SOLID LINTEL MATH TART F R!;[ 1 wT-7Wlnm1 Fmm10F I 3m13E= cy r[ust smEiana FiCU: 1rt)lJiLL""a G7i It'lLT Q t r" OQV.A4T I1-LINTEL DATA TABLE iF m rtr vm ro oms u1ir: a!t.!laalavaa rr rr ro Ic y sac•vrr r+.n a.:i fFfTt['-1v'.'-lra"a ryr.u.: Darr vcTcn r'a rrl:TT7ra-u'.1 cva MKSsty can sTf r c,,. , lrzrrvcrt:i^. taut r a rn, Fare 117" r'7T'L111IF r7r,7sia1•r[r rn tCaT9L7FTT Ir2m rT7L]rlafarf. ra.9= fro 77FJr1 rim 1r I22._:= eUSs'irz t7 Slt'y[ F7T1F??7rklli^IR1d7rll..S:1 AU lf"Arr,$r9 rr1CLmFI'J ru.u_Lrrraar2lir.l N-21, rre 1rra'i rS?77 rFl.11;Jrr4*"i Mra`92;', rLL"L':rFQ'•DIZ 9O rra71rar•2aQa iris l .lmcrr•G U",ciMM-Am 7 rrGY QiTtawnwIF1',!'-` 71iC3Mr211L'.! IFd3 UC't Ci•/K ;. L-' EZ rd: r mLC7 R1::a p 7F7m MAUL%O F raAZ= dv_"AW-U.rtu lrac•yvm^ae tlo cr I n c ru!_Mtarrtzu:urc•rKvv.11 lia>• KIIr r: pL' 11 Ll:'7 t.:a [t7:li:J 11C.]1 t/t}3il F1CJta G 4 fifrtie+rte ti Frnolrcu u ria usule rw_att +. nn tt c `®cm r r rta er`r r`rli m moo' nM rlro murr rrarwMn 1s LmTctn ra cllr! ArrtorAL r MTRILD IT C*Rmw LAYI AND CD Mt K ""Mom CO MIOMu" emm ME IMr "Um MIM CALFCKII USA MC. L KRMLIM RCW 7/41 W SLf A01M /A. N. AID A =a I. KCPM 51XWW O AD V W M MMD • !OM M OMM M • fM AOIO L MD VK 101" OMm W MM KM f AK MWO OL4IM L COOMC SP MRD f - t M fD MOW { EMr AM U MG qr1 cm m a 1u OD1r01=11 A" rK mum - IM. a Mm 1mir6* ". 7.M to rM A MM MAN 4=M . I. DIM TK WI W= CAR /AKMW1 LRQ WM 1 MDm1 an OWL K CA KM OM Mir 10 K n MI AM DIM O snow f MI L%m DIL MI A If On1 AWN AnU n M f®1 f " M Yq PRODUcrPTIVISM. i I YInp wUA 0lo Flai G, CEN ' , O•L ampt rMl -0 21./g monucrkGvlSllo 0.4 P Wm rand /8 yloFonur ita FTxWA 45; Bufl C1 1a st . e 0 olg O R 10 4b 0324 CR 679 _ .. . mo PRECAST AND PRESTRESSED LINTEL DETAILS GENEBAI. N01 0 Yasdde i. '"i °° wa -°° poor°° .• eu v uoli . 1100 I 'ao .+oiiN Alt a AmlMcndppuas 2) Al at. bad Idle amd m mdd®mmEgroollm14nlAaddtK'a1mP moat WndcA• 964b1104 Wwwh Isles Ora ° 1/ 2 t,,,L S) P4 Id meow bw and Awed )dots. 4) la ovx I, palAab bfiaW thepsnusi Isneees fa pow a IYd sddd taa' Emd• *% 14 r•dsel0ai + 114421, we #Al10 bodItlDpp5) AS tiAsb mat s aad IO edhcGan. f tatdtora • 180 1 -4' n b•fa usL asmeet/100 ddbapgslAnq Us 6SddidItoow4bIasejp 'o @ nwW &W" 0) SAso ad L*.Ie a rqbsd. 4' ads tot is Is to t-mtded •/ a amawn Aa4smd sad v dam" wor l. ate/ ed rout emiemud"WnppbwsPb w adi.•eMN datd Thb S'ap oaasaAran idSNo+emm, ad 4w ad-om fromash I. a •gpat W ° o cod b wdr urNdal oadwimlweak, Uttar r ur .M, u t» TMmeu''p d AddM-6 ppW n t dsbo(i2dJN0 YtdNpQ+"n4 14) kb Wb JnM M lMa NMlga lAOe1Yi syQ.t AaAd snout lead + Ssfs nrlkd bN Say bsd 15) Fs m•padl• Nd Moir at shop ass ado losd from wA Amor Edp( 6m to) for Not k4tbe tot Am taa ssls bad from oat Mpd 1md1A dos 17) Sdo beds efe apeM1q ssd dsuMs lows. I$) Sok loads bmd m rrAasd dadpo snslrfi po AO WO sod AO 71l 19) Adddaw Word bed a asaaa te5sd b w ds io !J FFAC a elland twoud meads maanp mb IRpA1T t••Is q. 4dtL Sa dmfe bdm • 5. SEE SAFE TAMK LOAD TAFM FOR LOW RAW 4SY j 1r FOR EACH ADOIDOW 1) /5 MAR FOR a IJ11 w 1/e MR TIP L' A (2 5 RMAR RJR 12' UHMS 4: GRO or OW SAFE LOADS FOR 4" SOLID LINTELS C^-,-40m GRAVITY TMPE LENGTH 4S8 Y-6- ( 42' PRECAST 1180 4'-0- (481 PRECAST 959 4'-e (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-C (781 PRECAST 360 7'-6- (901 PRECAST 26D 9'-4- (1121 PRECAST 156 10'-6'(126 PRECAST 116 12U8 Cw>R C4sm UPLIFT LATERAL TMPe LENGTH 4Si 4S8 3'- 6- ( 421 PRECAST 687 371 4'•-0- (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(700 PRECAST 407 148 6'-6' (78) PRECAST 368 118 7'-e (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6•(1261 PRECAST 152 43 12F8 121`12 12F16 to) AA a Rd Rakd '' t• "• t It) edbm &M sMW fees b to beold at w allem d w bW oft. r:rtii.%. i• `.••. , k: J rig. • 3`i.'i: : a' 1`y'}t';A• JyY ;. PRoDuar1t11vIM n aaayllyulpaldl tM C•Ad: BUB 6F8 6F12 6F18 fl`,( i`• :. BfaDl Doers-q 2N8 c w. y'•' 7:'1:. TYPE lWSIMATION , •'' •^» is • • • • :: . ,, _ rr.ruasmoaa/ a.vaum- awl. a ,? ,^ .. . rOIW OILson 07a1u N_••• P,' vr, .-r''e.iy i71e1 t67 Lay.Vrti a. y M i;i 3•'f. !•;. 4i?: ), •,i *t+ri j: tp Pan° rm K um 1 ` '•jytiC t(ri .• . t.•`, C:r. •i T11.:. r,•' pmumpfueOtu ^_ ,y ., w=fj: i%}yy•.^.:: ', ST.Ia.• '.I•i i`•}: s•yr amRpm• `1: t. 4e :'. ).. +t iisuA.•'•. n'!+:'t mra :. .''.•, i; t: t.. , ism • • e ' :. • • i s ?,' d r ; . ,4, y ` G ' Of • ';• 12F28 12F24 12F20 asempCIRLNf9 11) Atcum is •• uaw ' , S•, % * DW egiA °u Plor(da tl a sma ""® • • • • • • • • Epp'. Lf . ri:CRAIGPARRWO AOaLT' 0Aa0N° 4-° c• °j ldhix a• mwt (ma0 "j, ' off ' N/ &it 4albn Dale • / tYNWOKom %C R1OP''-`dV/.` 8920CR678 8 6F32 8F28 6F24 6F20 O, S'S,0'N'NG, oRSEfFNRssSeq ama. (/(/j —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ru mm Omwi4 am eF. WRW ADm SCAR: ate V IGJI I WC s + Cti w Ob am m - m m 4ess OtAR@I10. uau sly t Of s RAFT f2RA%A7Y LOADS FOR B" PRECAST U-LINTELS Cwwn SAFE LOAD - POUNDS PER ]LINEAR FOOT TYPE LENGTH 60 6F8-10 U12-18 6FI6-10 U20-18 SF24-19 WA-1 6F32-10 S-6- (42') PRECAST 2332 2676 1 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 505D 6146 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3W 5050 6148 7227 8297 9357 5'-10'(701 PRECAST ' 1067 1260 2198 3557 5734 7227 8297 8225 6'-6- (781 PRECAST 949 1078 1931 2850 4328 6737 8297 9357 7'-6' (90' PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 66D 10% 1523 2M 2795 3731 5017 10'-6'(126j PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 1 2808 13'-e(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(16111 PREGST 351 392 605 835 1087 1373 1703 2087 17'-4'(2 PRECAST N.R 299 455 620 794 989 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 HELD ADDED REBAR. SEE GENERAL NOTE N0. 4 SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATERAL LOADS FAR A" PRFMAT HJ 1UTPL8 C„ SAFELOAD PLF TYPE LENGTH 6U8 BFB RCMU S- 6- (421 PRECAST 587 1055 596 4'- 0' (481 PRECAST 487 787 445 4'- 6- (541 PRECAST 416 609 344 5'- 10'(701 PRECAST 30D 350 198 6'- 6- (78' PRECAST 263 498 157 7'- 6' (901 PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 74 10'- 6'(1281 PRECAST 151 276 58 11'- 4' (138) PRECAST 139 311 49 12'-$( 1441 PRECAST 131 277 44 13'- 4-(160') PRECAST 117 223 35 14'- O'(I6n PRECAST 111 202 32 17'- 4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE )8 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS ICMM- 44WM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F6-11 6F12-11 6F16-11 020-1T 6F24-It 6118-tT 02-11 3'- 6' (42' PRECAST 1412 2074 2715 3356 3997 46M 5279 4'- 0' (481 PRECAST 1225 IBM 2357 2913 3470 4027 45W 4'- 6' (641 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10'(70' PRECAST 831 1222 1600 1979 2357 2736 3114 6'- B' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'- 6' (901 PRECAST 648 883" 1249 1544a 184D14 2135m 2431 9'- 4- (112-) PRECAST 575 57104 280 1252 1492 1732 1972 101- 6'(1287 PRECAST 514 1 462.1 787 112) 1331 j 1551 1766 11'- 4'(1361 PRECAST 474 404 885 985 1213 1442 1645 IM 12'- 11(1441 PRECAST 414 367t. 819 888 1011 1299 1506 13'- 4'(160') PRECAST 4D2 308 516 738 9D6 1076 1247 W- O'(1681 PRECAST 368 tx 285M 475 677 832 989 1145 17'- 4'(2081 PRECAST 253 208 tt 338 476 585 j 03 803 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REDAR SEE GENERAL NOTE NO. 4 IA16 PARRINO m4 CR 579 NER. FL 38584 ImNO 44751 PRODUCTRBVL4lm as cwnoywc nab ft Florida Ddlding Cods IAA_ Dt_ m PRODucrROWSSI) el fts 9d1miWN ibe Flav(d, on Lwoal Ryl WA of • CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES vrom FILE MARI DI591F14 OIIRJI R 10NAtl WGDD sm. N.i.f. lSG fl DART lHUu _DRttEm Kt dole AA1DN, P,G - AE4 xa /iT1t olnMglwbro. WE11 99ET i DE 0 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4011f4l"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12W29IV12-312 16- 12F20.2912R4-28ITA-29IM248 Y-C (421 PRECAST 3428 50DD 5838 7619 9352 11060 12755 14438 4'-0' (48' PRECAST 2923 4232 58M 7819 9352 11060 12755 14438 4'-C (541 PRECAST 2396 3464 5304 76% 9352 11060 7755 14438 5'-10'(701 PRECAST 1612 2320 3218 1 5234 8487. 11060 12755 14 , 6'-C (781 PRECAST 1383 I986 2079 14196 6421 10D32 12755 14 7'-C (900 PRECAST 113B 1628 2131 3218 4878 756 0763 1352% 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552, IV-6-(126') PRECAST 614 1043 1295 1853 2518 3323 4334 5632 U'-4'(1361 PRECAST 518 945 1162 1649 2218 2893 3719 4746 12'-V(1441 PRECAST 456 878 1073 1513 2020 2817 3333 4208 13'-4-(1601 PRECAST 359 767 928 1294 1709 2188 2743 3409 14'-O'(168') PRECAST 321 720p 865 1204 1584 2017 2451 31064 17'-4'(2081 PRECAST NA 4510 631 881 1141 14284, 1750 2102 19',4'(2321 PRECAST N.R. 34J 477 700 92b 1152 380 1609 1) DE NIA4 W M PAADD = ARE PERCFM RMUC101V5 FOR AIDE 40 MD ADDED CEDAR SEE OEMR0. ROTE K 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4mm-44M1l SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12R06 INS-2812D10- 18614- 129T18- 12AF22- I M26 12M 4'-4' (521 PRECAST 2638 2942 6468 7584 9640 11669 13679 15M 4'-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 IM79 15879 5'-B' (687 PRECAST 1347 1841 35M 6395 9640 11669 13679 1587% 5'-10'(701 PRECAST 1259 1758 3361 5954 935E 11869 13679 15879, 6'-8' (80) PRECAST 924 143D 2833 1 4415 1084 MIJ 1 1480q 7'-6' (90' PRECAST 703 1203 2157 13494 15259 1 7822 962 11324 9'-8' (1181 PRECAST 389 843 1451 215) 3203 4427 5417 8380 1) DE tluWS OF PAROME1S PRE PF WU P4 1alW FW 4AAM 40 FEID MW 11M SEE DEM K NOM K 4 4 cmim,44m SAFEPLF D LENGTH TYPE 12UB 12FB RCMU S-e (42' PRECAST 1 95 4S41 393 4'-0' (481 PRECAST 1295 4841 299 4'-C (541 PRECAST 1049 3922 2417 5'-1C(70' PRECAST 681 2547 155 6'-6' (78r) PRECAST 579 1 2187 1234,4 7'-6' (90r) PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 58 10'-C(1261PRECAST 306 1143 454D4 11'-4-(138) PRECAST 278 1041 38 12'-$(1441 PRECAST 260 971 34 13'-4-(1W0 PRECAST 229 857 278 14'-O'(168) PRECAST 216 809 251 17'-4'(209) PRESTRESSM N.R. 633 16 19'-4'(232j PRESTRESSED N.R. 534 130 xl. Iiuwm rwir. ID 4'4' (52' PRECAST 1295 13692 258 4'-C• (54' PRECAST 1213 3458 12417, 5'-8' (68' PRECAST 784 2236 165 5'-10"(70' PRECAST 747 2129 155 8'-8' (an PRECAST 602 1716 117 r-e (90j PRECAST 504 1438 914e PRODvCrRE BUFW,'p0 Codbt am mid. Acftptft, aE O g2/,// B B 174.cams SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS C SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-2112f16-21 ITA-21 1204-IT S28-21 12F32-2T 3'-6' (421 PRECAST 2752 4287 5613 693E 8264 9589 10915 4'-0' (481 PRECAST 23M 3721 4872 8023 7174 8325 9477 4'-C (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5-10(70) PRECAST 1623 2527 331D 4092 4875 5658 6441 6'-C (78' PRECAST 1444 1 22696 2972 3675 4378 5CA1 5784 7'-C (901 PRECAST 1267,j 1787 258 3194 3BD6, 4417 3028 9'-4' (112') PRECAST 1028 2006 2590 30D7 3583 4079 10'-6'(126 PRECAST 920 1612 2281 2764 32D9 3653 11'-4'(1367 PRECAST 858 I 1404 1982 2441 2902 3384 12'-O'(144y PRECAST 814 1269 1788 2201 2610 3032 13'-4-(18D') PRECAST 678 1057 1485 1826 2169 2513 14'-O'(16C) PRECAST 622 580 974 13 55 1679 1993 2309 17'-4'(2081 PRECAST 434 427$95 964 118214 1402 162319'-4(232) PRECAST 366 593 817 IW2 1187 1372 1) THE R KIM M PAOEM US ACE F17-FF REWCWRS FOR am 40 FIID ADDED REBM. 59 COAIOIE ROM NLL 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 0oWlIt 0h I SAFE LOAD - POUNDS PER LINEAR FOOT ENsCr' 447 4'-4- (521 PRECAST 1626 1205 3740 4'-6' (541 PRECAST 1558 1 2582 3602 5'-8' (6n PRECAST 1210 2042 2850 V-I0'(701 PRECAST 1173 1984 2769 6'-8' (801 PRECAST 10201 IS3B 2426, 7'-6' (9n PRECAST 904 p 1228 21 7r (1161 PRECAST 703 771 „ 1472, FM W M PARIIMOSS ARE PEMO R3== fOR L 40 MO ADOW REEK SEE OVAL NOTE N0. 4 IRDDUCr REV13lTD 22 Dun" aridl Du Ftudda aimNo 0 0 .O3 Q. d W - CRAIGPARRINO t uEraeD / 0/8 NA SEfsm n594aAa3584E;;.` u-CAST-CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES FIE R41Rt aeDn-I4 OADStl ItO 4ANw MAW seue AUX Mrs $V*) Manor, GOC FA100m. SL - 0EG RD 44JS0 QARL m U4012 2= S Or 3 MIAMI•DADE MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t805 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) %viviv.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E.,IM.S. MIAM •DADE COUNTY c Gt NOA No. 17-0821.19 FEW Expiration Date: 05/21/2022 Oq /Z$lZe J % Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P. E., dated 0610 719 7, revision 94 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58-A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 1Z. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual for Pre-sh-essed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per 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: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4 44 e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011. signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #1.2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Azcgust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9-1.1/, d &,/, elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FlL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 1. L .I Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OV21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09t28/2017 E-6 l " Tyr .•. st •r m."• iu nru vQ i ART s1111•I HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS IL PRODUCT RBVISCD ' PRDDMCTREe@WED ttta7 o coavtyi4iU. tee Florida.° aim L= o Z l9 I,. ° S `• R:1 W,+Mw.. :• IM Rn.. 91 So mbn Doer Z 017 m mi w off• RODL.'CT REN6\vED a tmmi uswoom Mtt qYV Wm w1 DEir16te 2'- -- . t r 7. • ee PROA31 Wt l' Rte.tl me• Y-IOOEL e' ntCAV "-LWTa s' t M177•E=bra LiAlm EL , ""R arpim • a CAGE rA TON MODEL 7/ 32°0 BA STIRRUPS 1YPE ' A' STIRRUPS • TYPE 'B" 9nRRUPS '+ h 7 32"0 BAR "+ ._B SRRUPS6 B L STIRRUP DETAILS STIRRUP A9 suoi R" PRFCTRFSSED U—LINTEL YiLa YYi IJC7 l tj tii7irli;;yY1WL'a4 ME" 4t uLu sn" Im- rJmizarl uMivc3 fE] CyiClLI7GF veil r R.9vi• Ewlrjr B 6AL' si[:FIvT 14`iivLtiZ!i[7C 4B i A fl- QA[ lILJ i3El vcr3'.f lf ii 17t3:.:.1 E []Gt riZ1G-7t IL ILA 1 L®®m R" PRcr.AST W/ 2" RECESS DOOR U-LINTEL DATA TABLE iJ' L1ri}•elt_-'T,.Qli razrl c=tv:tratf t IrY a•aii Aal pa:afi s;ru e c rt!Y,=+=r1 r""T amtmeu art t?v:n,a!c r:r. 17/. f Ti rt!.i::il IT:V :T vliL'.S1lLi sarrsc; ltsctr r_uarf.L' Jr14S:^r},[;G•r•[t t GGri3i_ 3afi'LmBILMIis r 1.aGrAMIAwm aryra! m t'*.nl La r:l_::7 If T, :-r ca,i:: r ra1 a cr I` jji y Ap ia17.[•cetrL w:ii:' S I LJi [i-1 '.11 I i1JY1'.i LL r i1L''t7.7 MEN rya F" Dif>D.T,7 ff=r ME >• dal C1 iL!! B'.1! 1J61i VtF7Q a lJ t>• nelinuamaLLEFULFLI il[liliEfwinTosivis t rrr m ca _ r+vcriETTe,aEl©o L. 7 [•1 !l rar: l,:!"!J rrrtlltk.LJ k]CJi VL1 is EJ E. Ci[F 7U1lfF C11V f3LL [ 1l Ems':Llt I!:16G7i1'FtL•' r r>c 1= R' d9f:71flmfm..']ELZ 1 Tn ECa'E3CSO lFall• NULAUQUr-luli?UIi1C3lEmu 1. tll¢mtme'OtM; 7/tt WA AsO. A*WJ A /v. °. MQ II! TOTAL WAM o W== Alp / s µW1 WOE w AM Aslh•/t• N= loADltto Ii ==to lvaw "m va DOWOI 7fe10 Leo-VIAmm 11mfKAnll° ble of IIR WOm = C094 tee cunt MAID AWV RAIL - AL Of spoor • t DO L4 y mllrloe SIKOMM h ewe rn lot r xmroro eAu y"m Tom s sov" ITMEs / ORa1.. ueo .n 1ot All tool "CH m fKCgmLAta rlof Ip1Gsll. L ,..awlm -1 fYLt.rIMM rMS u 4 0lIAL MtACtr IOtCi O7s . 1... QtT4 W t Ito K WN el Lew OT Msue O UM% XMMMM CAN L 1111Y[Du Mgnttsn4 ro corn tamp Alp V WO FWM p'. PAODUCTOIMd) f( i a. m lykrwmf»P>dm° 1 f IDRW PAM110 a16 E; 0 4 g'i9 SMOR579 D R l0 \ PSUROL FL $M sS O1VAL r 1;•', ' Fl. RLLIC NO.44M CAST—CRETE 8" LINTEL FABRICATION DETAILS nA no eno a- oDP= 1h :T 1L PRFRTRFSSFnU. JNTELB 4 A17fi@I10' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH us- 011 ae- 19 IF)" 8Fl2- le Vi" enwe 620419 ano-ta dN••o8 924-1e OPIa-oe ene-le et72•oe M32-tt 3'-8' 42) PREG T 2231 3009 u 803 W Sam"aM 10m1 30t9 4sm sm 7547 9a74 IM34 llm9 4'-O' ({ B' PREr1ST 1068 25at ml 312E 4e30 efal 7034 ete7 103 a95 SIU 7547 YN 1=4 11809 4-g' ( 54) • PREfJST 1599 1IN 21to U31 Air 4m 1100 eno 21a9 4w3 8113 75B WI 19194 Item 5'-4' 64r, Pf= I 1217136 143E 1109 2560 3123 3M 420 im3 MD Aa5 75n 7342 aM folfho 5'-10' ) PRECAST 1082 1105 Ina lest 20w tat! 30D9 30 1451 M2 4380 61 7111 ota B'-6' ( 18) PRECAST g t23a 21 3031 3707 4367 6011 1239 2177 34a0 gel OW 1 Sets O. 7'- (PRECOT w11 rm 2m 2ao3 3191 3105 1011 1 2001 Age 6fe1 Ha/ 647290 d-4' ( 112) PRECAST 55t 1" 111E 1425 2594 31aa 260 330I 7n 1243 INS 2564 3415 M 930 Id-8' 12 MEi7l$T 75 e31 u 1247 2093 2777 2163 25M N3 10R ISMS 2093 2791 4754 11'-4'( 736) PRFIJSi 362 on 90 m len 2423 3127 4001 362 43 1300 1640 2W 31Y1 40M 12-0' 1M PIE4:SST sn 540 1173 f254 Ita1 2193 2605 W 8w V3 125/ 1681 2143 21113 MI 13-{'(t60) PRIrJ6T 296 n1 ns Iola 142E IaA 2316 2051 471 76S Ima 1428 IBA we 293 1{'-0' 1687 PRECEST 2T9 424 7m tool 1320 t o7 2127 2ew 442 706 1002 13H 107 2127 M IV-8' 171) PRESTRESSED tw MR Iw is 14a wl 10 451 7m Ire to02 2N0 2a17 fl12 15'(1847 P10TREM N.R 781 N8 ter Na pa I to 1 4t2 7t01250 1717 2000 2320 flIJ 17'-4'( 20B1 PRESTRESSED NA. H He A 30o Be W 132E I80 18N 2DO 19'-{'(232') PRESTRESSED N,R. 131 w IaA lal Rn lot rat 2D 420 730 11 1262 1515 1719 21'-e( 256) PRESTRESSED N.R. HE HE NR in S9a 616 lilt 1359 1418 22 0' ( 264] PR6TRE55iD I1R. tat Na bl 1R NO 18t NR 16a 3fa 530 nl 100 Im9 IDS 24'-D'( 288) PRESTRESSED N.R t4a Iti I MR 129 ZA 451 450 1014 m4 t092 I 11l1 SAFE LATERALLOADS FOR etoeneen 1IJrotaA0 0an SAFE LOAD PLF TYPE LENGTH 8U8 OF8 R4 MU 3'-g' ( 4»' PRECAST 1025 1024 1598 4'-0' ( 48) PRECEST 765 763 1309 4'-•6' ( 54) PRECAST 592 691 1073 6'-4' ( 041 PRECAST 411 411 745 5'-10'( 7d) PRECAST 340 339 616 6'-6' ( 781 PRE= 507 721 490 7'-6' ( 911) PRECAST 424 634 3Fi3 9'-4' ( 112) PRECAST 326 • 612 230 td-e( un PRECAST 284 401 180 11'-4'( 13n MEW 260 452 154 12'-0'( 1441 PRECAST 244 402 137 IY-4'( 160)PRECAST 217 324 110 14'-0*( 1601 PRECAST 205 293 100 14'-8'( 1761 PRE517tM N.R. 2$4 91 15'-4'( 184') PRESTRESSED N.R. 259 83 17'-4'( 208)P107REM N.R. 194 64 19'-4'( 23Y) PRESTRSSTO N.R. 148 52 21'-4'( 256' PRESIRESSED NR 125 42 2Y-e ( 264) PRESERLSSED NJL 118 40 24-0'( ISO PRESIRLSSFO MR. 91 33 oarv:11P11FT 1 nAnS FnR 8- PRECAST& PRESTRESSED U-LNTELS 44--404i: SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 011- 11 are.41 a 2- FT errs-21 aF1a-tT eno-27 U20-ft efmal I UN -IT a24-0 UU-n Erna] aFu- tt NU-27 3'-0' ( 42) pREf+IST116E 2aa3 4 4394 M 7OOI ISM 2W 3524 4394 S261 4132 70DI 4'-O' ( 46) PRECAST 13e3 2305 3010 AI5 92a 4t7n MI 23113 3460 3eta a12e We 4 ^g' ( 54) PREGIiT I2m 204E 2797 3375 4043 4711 5379 12a7 2040 2707 3M OW 4711 WD g,-0, (,) P Tots nl' We 2a3A m" a 4a22 Iola 1716 217E 2M 3399 4314 6'-10'( 70) PREGST 3 4133 i; 9a 151720eD 03 2593 3w19 e-e ( 731 PRMO 8360. 1407 1 23:0 32SI 37 W in? Itee 1 2710 3251 3712 7-6' ( 80) PAEGST 7 1 ION tms 24m 2da 32m 7f7 lilt I¢4 3 24m ta27 32m 9'-4' ( 112)PRlfyST 91 706 1173 1474 Ois l 1500 Ool m 131E ISO I069 me id-'(12L) PREC/LST we.91a lisle 14n 173c 2oN 070 03 1110 1471 1783 2055 2349 11'-4'( 13a') PRECAST 474 Soo w37 1a4 1513 n53 420 907 m 1372 1143 PIS 2107 12'-0'( 144) PRECAST 470 4a 724 1A 11 1369 16m 473 we 9w IwI ISm 181 2D7S 13'-4' 180q PRECAST 7 410300 007 701 964 11A 1323 428. 400 7a0 IM e f IIV 14'-o'( 16B') PRECAST 3°4 359 aw 724 ee9 ws4 tm 410 425 7n 300 Ma IM2 1807 14 -B ( 176 PRESTRESSED 2n m0 W as 070 1131 241 DS ail 01D I 1518 1734 15-4'( 184) PRESTRESSED 2N 31) ml 406 Ld W M ad 911m IVA 2D0 368 1 eta 14 NO 1140mi 14113 e 17'-4'( 208)P(BSTRESSID IV 20 rod g3 In 3D6 tOo tj w 740A 1 MI73 t9'-4' ( 232) PRFSIAESSID ISL 221 aM 34aud 447 647 60 a 747 tae 263 499 J W ad 141 10599. 1277 21'-4'( 258) PRESTRESSED 141 2DI Sot 393 420 Sad a At t32 M J 97 joif 721 S&j loobd 72!-O' ( 264) PRISTRE = 131 197 79f 179 4t2 a46 a70 137 223 DO 5U 16a tea e11 24'-0'( 288) PRESTRESSED 124 1 9 342 fa 492 aa7 114 2@ Moral 435 wsoml 757 W NO III In NUII1 m w PARENDIESIS ARE PEIRWO REDLIM 5 FOR CM 40 * SEE ODIE lAL NOTE 1A 18 ON S4m 3 OF 3- I/) T FIELD ADDED REEAR SEE GENERAL 1401E NO. 4 ON SHEET 3 OF 3. 0aootxra> v a l)DucrRm m 4 MODUCTRfiMm meayyq- BwmLwF; ;d* t01pD w0P4 0 m1ptyh' a of la 1ht Florida Cab Ddwkmcab Rpia o227•/S AM=P4aatalYo Aaewnce;$ ,) 4 oabyZo2't er nurta 4 • 87' , By 22 M f MI i; 0 NERAL NOTES - SKEET 3 OF S • . 1 N e9>a ttF tlRC ' lip 09S Nit VtKWI M7Dt1611UM3 Mt 01owa to l EHERAI DOTE NO. 4 ON SHEET 3 OF 3. E, •, •^ 0R0D1J4TRwm" via T. oz CA108PAWW !4 824CR679 14 RETE 8" LINTEL FABRICATION DETAILS ca cc r_oevrtV I nano FaR R" PRECASTwI V RECESS DDUR U-LINTELS 4 s4selm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LEiLENGTH No61Vi-16 e1611-0D ti4F1 W Mn64 10 "I'J±3D- 6iF10- fAFN-1 1 16-f 11612-1 616E-te mVla 4'-4' (52 PAEGST 1635 1742 3355 300 43K 5427 6403 7662 lost s69f a 09 am 0470 low 4'-8' (54' PRECAST 1494 1506 3003 299f 396e 4946 6424 6004 1751 3690 5201 30 606o 04M low 5'-8' (66' PRECAST 866 920 1770 1719 2W 39 3402 31W 1167 2 M 4%7 IM eo 7117 1311od 5'-10'(701 PRECAST 810 as Mo 1600 21114 2640 3174 3706 1113 2312 4242 8M WON 74ft JIM 6--6• {BDrj PRP01Sf 797 f01 1625 MD 500 7147 Me 735D 90) 1=5 3120 5046 I 70I5 1470 1 7-6- (90') PRECAST y 755 149D 2459 Ale 6743 7t Bev 7116 1420 2411 3776 6743 1 9--0' (118' PRECO 411 1566 M33 3129 4091 3116 f76 M 419D 5991 J) 7HE MOMS N PARDWES6 ARE PEHIT]4F REDUCI10N5 FOR GRAM 40 FIELD ADDED RE9AR. SEE CEI*ML NOTE NO. 4 GENERAL 1) Udlldarl.: 0 Ci OA Lh°ld--.d.7i4 0f0D000 wit g BeyX - 1- W FnfA- ml emA M u :1°,." v6 w "sworn 2) is WA bw lopea wob 3) ndb De .whi bw ad Id.. J.bR 10 n$ mod. b aarw Mils belle W pond nht a to Fob 40 00 wdw n1.c N ildne lAd ton WA-4' wA k ar me.b r taarb 00 fder?a ° Ur b M u u tb 7bdb 1r1Ap aft.-M q Sm End Ddrb a n4a I Anal 7) Oa 11 n6w -9 b. 44di.b1 Ir b3 /3 rdra dbeea.d d Odd -d uol6r VD, Its u4nobsd 3.nlla dn.taaw &anal lyea dwEmi r olmat INA dao dd-as it b. la. d ag7w1, 10) 1R-Rd add 10 Miss 100 mU'rddr Is M be bd d b. bill® .1 b. IbM SAFE LATEMI. LOM FOR e• 9rrreaTa d 9'-12prMA nnna ItA INTa1_A 4lb 3AFP LOAD LF LENGTH TYPE 8RU8 8RF6 RCMU 4'- 4% (5* PRECAST 758 757 1164 4-- e (541 PREAST 894 693 1073 5'- r (in PIIETAS7 408 407 065 51- 10'(701 PRECAST 382 381 616 6-- e (801 PREGIST 595 788 464 7'- 6' (901 PRECAST 509 674 363 9-- r (II6" PROYM 370 490 214 6 SEE CENETNL 1817E 18 121 twer u. aapMcLW t M }' kV a"" a 1M eeL 4 m-edah N) q,'I t d docom .dj rrl s-md.uw dam! 1610.Cpe Ql.,r/ e0or MP.d u°-Ad'+4 Amu1 va" l.wlw I 1r rAed. w IW' ra d 1w -f la. 1a®Jd d j IA to fu womb wd mots "t A .d. low um nil Ism low dwa 14 At Fmk! twm W 00% ids Seto !mil t-m toed baled tap am 11) sd. Wh r. VdLw d aI I l Ewa III lid. Posts Wd .a nfrd dadp ary. Pr In MO ad All 710 10 p'eMw.O.md`ouagr` `a.°"',• • a'-.$rkl Sa 6 YA WoG:dfiieid 1/ 2' CLR SEE SAFE IADA LOAD MM FOR IOID WOM7 FOR FpiC{ AO DyAL FIRICL MElR115 o SAFE UPLIFT LOADS FOR 8" PRECASTwF 2- RECESS DOOR U-LINTELS 4 - 9-1N417m SAFE LOAD - POUNDS PER UNBAR FOOT TYPE LENGTH Bf} Ir 16-1 an4-I le -I 1T 6RF1f- 1AF30-rt mtw-> R Wn4-21 elme- W22--2f D8F:1-11 W30-21 4, a (5 lawssn 30Se A57 4445 ONO 1106 1tAe 2Jta 31A6 3TJ1 1415 311D 4'- 6' (54' PRECAST 647 lW4 22T2 20B 3E07 4D5 400 007 16714 2272 2139 36V7 42" 490 5'- e (6n PRECAST 076 1 IM 2320 2654 33e2 3011 A5 1269 1797 232E 2654 33e2 3111 5'- 10-(70' PRMM 6s5 I2A 17411 22" hi V73 3mm 2749 8% I= 1746 1 22W 1 2773 3200 1 2799 IT- 8• (60' MEW570 MnI IUD 24211 M11 3329 A 1020 153D 1090 2429 209 M29 7'- r (900 PRE= A- 1 7u IM 1 61 2180 2617 9W fin 60e 1364 17e5 2166 2597 2166 9-- 8• (118•} PRmw 395 468 6e4 1222 t54 1 21e0 395 5 0 tOn 1766 I 2me 2AI 1) THE NUMBERS N PARENRIEW ARE PFRCW RE1711CUON.4 FOR C7RADE 4D FM ADDED RM SEE MOM NOTE ND. 4 I- -, f • z: a' 1101WL W11J Uto= TYPE DESIGNAflON FF- MIDMMR/ R RG"Uy-16e61ED F ID SILO' F16- 1 B/1T J L. o5 Rma am 13 cxa I 16. a,. r 010VI IS JI MR AT 101f0Y PRODUCTRliV1- SGD or um tm J Awom 0011mu cm FPO m N WIn pyo/M 1 V _ A.2wies tee PICA& s' iplpyl Im ox pye ji 7' iD CRMBPARf O ' ORODURIt6VU U p idlbfhomrm Aesrpbdes too ! DODlellml7db w 6 b924 CR 679 MMFL $ 3504 1 5 Deral"S aa>`r saerr:wtttttttt isrA+r r: Itfd:' I:lI lifl ri 1:a[IGuli ifY[q:Y41: ,a l• j? l.3 f DETAILS 17fi' P_Id!1i:11:7y7 i.'I[d! s9ins:n s; r.;, 'r 't'':1:'i i'', =3;C 1`.•i l'i: r r.1-r af:ll ai'IC Il` iVLZVlsktl f•.. _ 1R. X:17.1!Vrlfdin.lVId YiA YICiY •: "' '4 irsr: IJa aav 4l u;; I:drdiL9 _ _. _ L17L U- 3.27.13 i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - Q qq I Documented Construction Value: S L'I-5 7 S Job Address: Historic District: Yes No Parcel ID: Residential ( Commercial Type of Work: n'e Addition._.Alterat, -11—Repair-E]--Demo-a—C-hange`-'of-Use'El—Move El - Description of Work: __\ %\ pets J y. / ` r Plan Review Contact Person: Title: Phone: Fax: Email: 1- Property Owner Information Name ( 1') I I' \(?)p'1-- Phone: Street: (t C':2 r1 W(1 I "I- Resident of property? : City, State Zip: Q /ri3 ,Z % i- f 1P I C}}o ntractor Information Name i in' r L_Lpr;. M_ Phone: 1407- eDjf(O - R/M( ) Street: E a Fax:1`%-LI City, State Zip: — - - _ 7N State License No.: .3( Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON1NIENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a pertnit to do the work and installations as indicated. 1 cenify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application r• NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Narne Signature of Notary -state of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sd malure of Contractor/Agent Date Sc,F-o,}e1^ hrng pffinContractor/ Agent's Name Sii&ature of Notary -State of 71 Date PAMELAT19hus Commission # GG 110622 Expires August 7, 2021 FOr i OP atuWed Tlw eudo Notary fadM Contractor/Agent is Personally Known to Me or Produced ID Ty a of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 01 11 CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: $ u' 103 `I Job Address: 3b& y So-L* A kc Lr$ Lcxa Historic District: Yes No Parcel ID: Residential B Commercial [ Type of Work: New El Addition Alteration Repair Demo Change of Use Move [ Description of Work: Pl evvd bw%ti. 6e- 56Z - a_-- L' 1 c*es- 17i5Coyer M t( Gt 30 Plan Review Contact Person: Pk..ns b x buc - lJ-pj— Phone: Name Fax: Email: Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information Name P, 7 p ia-vV-b c0' c-, Phone: -4 2 -+— 243 Street: '24O I 18cLC-k n' an 1--,J Fax: (-I o'+ — L-i-(o " V City, State Zip: iZ 3 icy State License No.: 0 Fi Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p( 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: 516 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 found in the public records of this county, and there may be additional permits required from other governmental entities such as wi 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 requi ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit al. The actual construction value will be figured based on the: ctirrent ICC Valuation Table in effect at the time the permit is issued in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val Lie, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date • Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Cont is Na e Signature of Notary -State of Florida Date 4 EXPIRES: Au 1tP'I- 860e0 rtwtt,y Contractor/Agent is c/ Personally Known.to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application o FF 12OW4 425.2m v 3507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Valdco, FL 33594 Orlando, FL32824 vnvw.RJKtelry.com 727.863.5466 813-661-0707 407-855-2636 State License # CF-CO2034 R.J. KIELTY Page: 1OF Proposal No: 717-13529 PLUMBING • "EATING a COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: OISCOVery - 2121 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordanco with specifications below for the Sum of: $6,850.00 Payment to be made as follows: 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 workman Ike manner according to standard practices. Any alteration or deviation from specifications below involving extra cost exec d only upon written orders, and will become an extra charge over and above the estimate. AO agretnrients contingent upon strikes, a rs or delays b and our control. Owner to ca fire tornado. and other necessary Insurance. Our workers are fu covered by workers compensation i rarxx . V-,tILITfH ly AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WITHDRAW N IF NOT ACCEPTED IN 30 DAY We hereby submit specifics n • anates for. Master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 While With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21.912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up I Tub Sterling Accord 60x30 71140120 White With Watts And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev Gerber Maxwell 22-514 Pedestal While With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Une With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer 8 Water Only (Stab Backfilling By Others) Backllow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional S12 per foot 4V Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Llen Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - The above prices, specifications and condttlons are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 30 days. Any sewer taps deeper than 4 112 feel or requires backhoe or dawatering will be an extra charge. SIGNED: • ' ' `''' I rf i-l— OATE OF ACCEPTANCE 8 PAGE 2: Branch: Hudson Last Edit By: Last Edit Dale: 7/27/2017 CITY 4F If Ski4FORD FIRE DEPAR1'.%if %"i JUN282018 Building & Fire Preveirtion Division PERMI T APPLICA TION Application No: — l Documented Construction Value: S 5240.00 Job Address: 3884 Saltmarsh Loop Historic District: Yes NoFzl Parcel ID: 17-20-31-502-0000-0300 Residential Commercial[] Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC New Construction Equipment and Ductwork. 1 - 3Ton HP System w/ 5 Kw Heater 14.00 Seer / 8.2 HSPF Plan Review Contact Person: Jessica Kline Title: Scheduling Coordinator Phone: 407-886-3729 Fax: Email: Jkline@energyair.com Property Owner Information Name Starlight Homes Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake Mary FL 32746 Contractor Information Name Energy Air Inc Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-886-7580 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Architect/Engineer 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. 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 clot 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 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 informatiop is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 Signature of owner/Agent Date Signature of Contractor/Agent )ate Print Owner/Agent's Name Print Contractorh%gcnt's Name Signature of Notary -State of Florida Date Sj na c f a On.r,. Notary PuWc State of Florida Jessica Kline A • My Commission GO 059367 oip o wires 12/1912020- Owner/Agent is Personally Known to Me or Contractor/Agent is /— Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1. 2019 Permit Application Job #: 34690 145982 BILL TO: Starlight Homes - AWH ADDRESS: 1064 Greenwood Blvd Ste 124 CITY/STATE/ZIP: Lake Marv. FL 3274E vraer aKen rsy: Equipment Brand Job Contact: S Woolwine A/H-1 or Furnace Job Phone: 4077301311 Heater or Coil Date Requested: CU-1 Date Required: T'Stat: Filter Base Permit Information: AHU Location Efficiency MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace Heater or Coil Bldg. Permit# CU-3 Township: Sanford T'Stat: Filter Base AHU Location Incl. on Builders Permit: No Efficiency EAI Pulls Permit: Yes Zoning Brand: Builder calls inspection: Yes Zone Kit #1 EAI calls inspection: No Zone Kit #2 Thermostats Ventilation Cost: 408- 21 Transformer Surge Protector ByPass Damper #1 WORK ORDER Date: 1 /26/20 ess: Zip d : L Subdivision W ndham Preserve 3890 Saltmarsh LooteSanford 2121 S Carrier 14 Seer Heat Pum R-410a F84CNP036L00 A/H-2 or Furnace Heater or Coil CU-2 T'Stat: Filter Base AHU Location Efficiency CE2401 C05 CH14NBO360OG TH6220D1002 N/A 2nd Fl Int Closet 14.00 SEER / 8.2 HSPF A/H-4 or Furnace Heater or Coil Filter Base AHU Location Efficiency Vent. Damper ZD1 ZD2 ZD3 ZD6 18 7 PO Numbers Grs.Stamped Stl. Qty 17 Yes X No v. Qty. Yes No Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 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 Task - Description 03-Fabrication Labor 04-Installation Labor 06-Piping Labor 14-Kitchen Vent Trim 02-Material/Tax 0 1 -Equipment/Tax 39-Permit/Other 11-Delivery Labor 0-Pull Material Labor 12-Startun Laher I Estimated Hours Estimated Cost 1.98 30.75 4( 7.25 12 1,29 1,46 11 1.45 1 2.89 1 cn 3 Project Summary Job: Starlight -Wyndham4Wrightsof- Byte: 411812017 Entire House Energy Air, Inc Plan: 1802 S 6401 Energy Air. Ct, Orlando. FL 32810 Phone: 407-886-3729 Emall: GRenner®energyak.com Web: www.energyalr.com Projeclinfoxmation For: Lot 30 - 2121 UR, Starlight Homes 3890 Saltmarsh Loop, Sanford, FL 32773 Notes: Design' Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/Ib Heating Summary Structure 13698 Btuh Ducts 2634 Btuh Central vent (73 cfm) 1901 Btuh Outside air Humidification 0 Btuh Piping 0 Stuh Equipment load 18232 Btuh Infiltration Method Construction quality Fireplaces Area ( ft2 Volume ( ft3) Air changes/hour Equiv. AVF (cfm) Simplified Semi - tight 0 He2at lin141 cool18223 18223 0. 22 0.11 67 33 Sensible Cooling Equipment Load Sizing Structure 17437 Btuh Ducts 3098 Btuh Central vent (73 cfm) 1405 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier Equipment sensible load 1. 00 21940 Btuh Latent Cooling Equipment Load Sizing Structure 1989 Btuh Ducts 654 Btuh Central vent (73 cfm) 2158 Stuh Outside air Equipment latent load 4801 Btuh Equipment Total Load (Sen+Lat) 26741 Btuh Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER. 14 SEER Heating input Sensible cooling 23100 Stuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 29 T Total cooling 33000 Stuh Actual air flow 1070 cfm Actual air flow 1070 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 29 OF Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE Bold/ ltalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft' Right-SulteO Unhersal 2017 17.0.28 RSU02534 2018 Jan•22 09 age Paget ACCA ... S pecifklWyndham PrcsenreLLot 30. 2121 UR.rup Cak = MJ8 Front Door faces: N FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDT.NG.INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001034 Date 6/28/18 Application pin number . . . 927526 Property Address . . . . . . 3884 SALTMARSH LP Parcel Number . . . . . . . . 17.20.31.502-0000-0300 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 279631 Application desc noc on file Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2656.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1061225 Permit pin number 1061225 Sub Contractor ENERGY AIR INC Permit Fee . . . . 110.00 Issue Date . . . . 6/28/18 Valuation . . 5240 Expiration Date . . 12/25/18 Qty Unit Charge Per Extensi< BASE FEE 110.( Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. CITY OF SANFORD Normal hours for inspections are from a*+ CUS(ONER RECEIPT **+ 7:30 through 4:30 Monday through Oper: BLANDA Type: OC Drawer: 1 Thursday. Please be aware you must Date: 6/28/18 81 Receipt no: 149655 contact the Building Official to schedule a Friday or after hours Year Number Amount inspection. This is required since not 2818 1034 every inspector is licensed to do every 3884 SALIKARSH LP type inspection. Communication is the SANFORD, FL 32773 key, so please contact the Building BP BUILDING PERMIT RECEIPTS 139.08Officialifyouhaveanyquestionsat 407.688.5058 or at dave.aldrichosanfordfl.gov AC Oi61iS water impact fee $1343.00 Sewerimpactfee $3025.00------- Tender detail 139. 00 CCCREDITCARDOther Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 Total tendered 4139.09 139. 08 01- APPLCTN FEE -BUILDING 25.00 Total payment 01- APPLCTN FEE -MECHANIC 25.00 Trans date: 6/28/18 Time: 9:54:99 01- APPLCTN FEE -PLUMBING 25.00 01- ELDG PLAN REVIEW 1065.00 02- CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. ENVIRONMENTS FOR Litlli i8 InA 8il S*1.. TMA-AS9 L44o%o SITE ID: 38=1 LOT: 30 BLOCK HOUSE 3684 STREET: SALTMARSH LP CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE AOCOUNT! OOBSTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NOP 1011612017 PROGRAM: HERSI100% TESTER: EFL IECC: 2008 CLIMATE ZONE PROPERTYOWNER: PROPERTY ADDRESS: 3m SALTMARBH I.P. SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Oave Revelle DATE: 08/152018 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5. 1 Atkc Access Panty (fully gsaketed and msulawd x 5. 2 Attic dmp4own Stair (tully gasketed and insulated x 5. 4 Recessed Lighting Faxtuns (ICAT letleled and sealed to d 0 x 5. 5 Wnol"ouse Fan insulated gaskeled to the opening x 7. 3 Frasn air vsn6lstion installed per pfogram specs X Bbvw wow BO Tamm 80 Mabel Room Prawn Test BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. Fn PROGRAM SHELL CODE SHELL N 0• MIA 18.203 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM AC1150 CODE ACH 60 PROGRAM a1 BMI CODE of 81le1 0 12.124 7 1. 321 4.36 Meld• Met Bttrm 0 Bckm 2 0 &Itm 3 0 edrm 5 0 Rm 1 0 RM31 0 1 oewl 0 adrm 4 0 Rm 2 0 CO Detactm EmMy Star Qualified s7 Elllalent x 60 of Of HaMvYed LIghts Must Be cFL or LED x Low flaw feuab, Taeft sw x Praw- ble ThwnwsbO x Can1Yd Oran PmWam Lwel Retpdrm Vlwat vApalbn Mar. Mel roam Lotaalbn Menuhatnrwme NodNH ModN12 MoOslp ModNtFt R HEATER GARAGE AO SMITH ENT 50110 R HEATERR 2WATER HEATERER HEATERRNACE SYSTEM 1 HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NO036 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT PUMP INTERIOR CARRIER F84CNP038 SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN -VALUER AS BUILT -VALUES COMMMENT e OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM) INA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA HA DUCT SUPPLY R•VALUE (REM) NA NA DUCT RETURN R•VALUE REM NA 114A TEST: BLOWER DOOR RESULT. PASS TESTER: OM RMOt DATE: 011115=18 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE. EFFICIENCY d LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Ht : 4.36 CI •4.36 ACM 50 Puull FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL P REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % Of CFL'S PRI INTERIOR % OF PIN•SASED PRIF EXTERIOR FIXTURES % PRIF GARAGE FIXTURES PRIF DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRIF SLAB TYPE PRIF SLABAREA PRIF SUB DEPTH PRIF SLAB FULL PERIMETER PRI SLAB GRADE PRI FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA INA WATER HEATING REM NA INA TEST: DUCT BLASTER RESULT: PASS TESTER: Dave RMBt DATE: 00115=16 TOTAL CONDITIONED FLOOR AREA 0 2 121CFA80FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 80 FT. SERVED (CFA) 0 2.121 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 170 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE YO SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 4.24% CFM2S) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 255 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM2S) TARGET (CFM2M ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM2S) TARGET (CFM2S) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL DUCT LEAKAGE (%OF CFM23) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM S TOTAL DUCT LEAKAGE 0 0 SYSTEM S TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM21) ACTUAL CFA) ACTUAL TEST: DUCT BLASTER RESULT. PASS TESTER: Om Roves DATE: =15=16 SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE M26) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET RWLOINO RPFCIFICATIONS SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL BUI ING CI(ARAC.TERI8TICH DUCT LEAKAGE TO OUTSIDE (REM) AS DESIGN • VALUES NA AB BOIL • VALUE8 O.W2 CF,M25 CF,A COMMMENT TOTAL DUCT LEAKAGE (REM) Ni1V-(140 i2iCF,M25 A}ii 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: 3884 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3884 Saltmarsh Lp (Lot 30) Jurisdiction: Cond. Floor Area: 2121 Cond. Volume: 18203 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1324 Cinnla ne Mi,Iti Pnint Tact rlata HOUSE PRESSURE FLOW: 1 50 Pa 1324 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: 73 EgLA: 172 ACH: 4.36 SLA: 03 ACH(50) ' : 4.36 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; S. 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: 08/15/2018 Digitally signed by Dave Revelle Date: 2018.08.15 14:30:28 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle Otopbuild.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 TopBulld the opportunity to provide the above services lot you. Please leer free to contact me with any questions 10/25/2017 386301EFL 5`30'athwoAA_ FINAL BOUNDARY SURVEY 19) - WYNDHAM PRESERVE NLOT300o PB 81, PG 93) 3 II o c c a ty 0 0 0 a yj PCP sgtr oC; s fARti Rsy m cViJ grF.op tp0A o b C2R0'9p)Y Cf47 z v 00 Ne PCP cmrjd` CONC 0 CI CURB 8.1 SIR 28.1& CONCRETE SIDEWALK SIR SIR LO' UTILITY 0 EASEMENT (P) CONCRETE N _ DRIVEWAY - 7FP - - 0 0 4 LOT 29 15.9' cV CONC 0Z ,. wALK 9 20.7 a o a ORC 5 O. 7.3 sW 2 STORY RESIDENCE n 3884 SALTMARSH LOOP FFE= 30.08 0 0 o LOT 30 AREA = 4,556 S.F. LINE DATA TABLE ?ml-s/R NO. BEARING LENGTH L3 N 29*54*34" E 12.42' j LOT 53 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C 1 75.00' 027' 10' 17" 35.57' 35.23' S 73' 40'35" E C2 50.00' 090*00*00" 78.54' 70.71' S 45'19'09" E C6 50.00' 059*46' 17" 52.16' 49.83' S 30' 12' 18" E rer -roof egu'men[ L.EGEND:ADUSSO-Access/Drainage/Utilities/SidewalkLB -Licensed BFP reven aPreventer Sight Distance Easement I rveyS -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description TFP -Electric Transformer Pad P -Plat FIFE -Finish Floor Elevation 0. . -Geed Book Water Meter O.R. -Official Records Book Da -Water Valve P.B. -Plat Book Cr—Are Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RC04-Reclaimed Water Valve Conc. -Concrete Cable Box 8P -Brick Paver Q7 -Telephone Box SW -Sidewalk Q -Electric Box FIFE -Finished Floor Elevation 0 -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 Storm Sewer Manhole NCS -No Comer Set (Falls in water) m -Sanitary Sewer Manhole SF -Square Feet ENNO -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGO -MAG NAIL do DISK XYD-4-Irrigation Control Valve P.K. -Parker Kolon Nail p -Sign SIR -Set 1/2' Iron Rod L87768 WD41-Gate Water Valve SPKO -Set P.K. & Disk LB7768 Gas Meter FIR Found 1/2" Iron Rod L87768 Existing Grade FIP -Found 1 /2' Iron Pipe L87768 a -Blow-off Valve FPKO -Found P.K. Nail &Disk L87768 --&--Drainage Flow Direction FCM -Found 4'x4" Concrete 10.0 -Proposed Oesian Grade Date o1' X51 LOT 31 O v 0 LOT 52 SURVEY NOTE: NO SOD AT TIME OF SURVEY. 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 pertainingg to easements, rights -of -way, set back lines, roservottons, agreements, and other similar matters. 2. This survey to 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 NMDHAM PRESERVE City of Sanford Seminole County, 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 120'. 7. All boundary line dimensions are field measured unless otherwise noted. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 5' 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 30, according to the plat of " WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida Last Date of Field Survey: 08 14 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 k Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Se 472.Rlodda tes. / GeoPoint Surveying, Inc. rRIDA esD. Leviner LS6915 Drown: RCA Checked: JDL P.C.: Data File:BrbsonEast-Rat PROFESSIONAL SURVEYOR do MAPPER No. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 08/16/18 Dwg:BrlaonFmt-1o1J0 Order No.: ^ RAKM SFAI AF A FI nRInA I IrFNSFn SLIRVFYnR ANn MAPPFR SEC. 17 - TWN. 20 S. - RNG. 11 E. Field Bk: Revision , Response o Comments Permit # Project Address: Contact: Sarah Woolwine Ph: 407-730-1311 Email: sarah.woolwine(&starlighthomes.com Trades encompassed in revision: XBuilding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention City of Sanford Building & Fire Prevention Division Ph: 407.688.SiS0 Fax: 407.688.SIS2 Email: building@sanfordfl.gov Submittal Date 1 IrJl 142, Fax: General description of revision: IN, "%*1 E)-k5 ROUTING INFORMATION Approvals 0 Building '7- -7- IS