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HomeMy WebLinkAbout3848 Saltmarsh Lp 18-990COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION is 18-10000159 BUILDING PERMIT NUMBER: 18.10000159 DATE: February 28, 2018 'FCXK ) a x UNIT ADDRESS: SALTMARSH LOOP 3848 LOT 24 17-20-31-502-0000-0240 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: 3848 SVE SFR LOOP / LOT 24 / WYNDHAM PRESER-------------••--•• 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 ROADSg-C1OLLECTORS N/A Single Fa ily Housiing .00 1.000 dwl unit 00 FIRE 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO WIDE ORD SKSgle Family HONsiAng 5,000.00 1.000 dwl unit 5,000.00 PAR 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE / h THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. VI 1 xv THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT 115\ ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE AyO CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g r Documented Construction Value: S Job Address: 38' 4-8 'L->a It*y-,A Lo o4 Historic District: Yes No Parcel ID: 17-20-31-502-0000- O;W}o Wyndham Preserve Lot 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: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fag: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 160 City, St, Zip: Ambler, PA Bonding Company: Address: NA Fag: E-mail: sives@mulhemkulp.com Mortgage Lender: NA 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 OBTALV FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date f application and the code in effect as of that date: 51b Edition (2014) Florida Building Code O.2( i Revised: June 30, 2015 ' 3 Permit Application A NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as -water -- management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of Notary -State of Florida Date nt _RY Shayne Mangel NOTARY PUBLIC ytgl c STATE OF FLORIDA omm# GG713111 t 1 t', nnally Known to Me orContractor/Agent ]s Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building®' Electrical R Mechanical 5' Plumbing® Gas Roof Construction Type: Va Occupancy Use: As Flood Zone: ?K`5C' k.v clowb Total Sq Ft of Bldg: 2L!5(o Min. Occupancy Load: /t/ # of Stories: Z New Construction: Electric - # of Amps 1 :-;'X2 Plumbing - # of Fixtures 17 Fire Sprinkler Permit: Yes No & # of Heads APPROVALS: ZONING. ghcihS UTILITIES: ENGINEERING: V —1 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 3q • $ 1° `Me Z 12l l s c overJl- v, (;t R- Fire Alarm Permit: Yes No 2f WASTE WATER: BUILDING: 5 L-7• f8 Revised: June 30, 2015 Permit Application ells INSTR 8 LL y L._CtiCI I'IIII "II' II'll'I II "I'I'llll "III") pq / GRANT MALOY SEMINOLE COUNTY lake Marv_ 9274t3 CLERK OF CIRCUIT COURT 6 COMPTROLLER 8K 9079 Pe 286 (1P9s) NOTICE OF COMMENCEMENT RECORDEDwO2%21%2011E 11:55:21 AM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000- Oa40 The undersigned herebyChapter713FloridaStatuesfollowingInformation vea notice that rove Is propvided In this Nobe made to tice of Commin realproperty, ercemnerd. accordance with DESCRIPTION OF PROPERTY: (Legal description of the prop" and street address if avabble) Mmdbam Preserve. PB 81 Pgs-102, Lot a'-r Address: 51S4$ `J•Fi-r r o.a-. lao '54-46,rk FL. BA-713 GENERAL DESCRIPTION OF OAPROVEMENT: Construct New SFR OWNER INFORMATION: Persons within the State of Florida I as provided by Section 71S.13(1)(b), Expiration Date of Notice of Commencement (The expiration data Is different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTERRA COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER Cmin FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR ROVEMDq NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE J INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OF THE NOTICE OF f I, SECTION 713.13. YOUR PROPERTY. A DEFORE THE FIRST obR AN ATTORNEY Under pe Mies of perjury, I declare that 1 have read the foregoing and that the facts stated In It are true to the o owledge and belief. f t C3e 1 727n!!rrkwNNW* Plb Nsne Fbdda 81a40s 74A (W; The ow w must don ft neon aleonsnrmomwnl wwno om dss rosy bar pwnditd to don tnNs orliardeed.• State oT County of The foregoln Instrument was acknowledged before me tAlley of C k TO I a by rn l rgoc l e-- . Who Is personally known to limn. of person nmMV deternerd OR who has produced Identification type of Identification produced: Share Mangel NOTARY PUBLIC STATE OF FLORIDA Cornndl OG1131I' ll Expires 8012021 t W- 14 Book9079/Page286 CFN#2018020050 Page 1of 1 i - CITY OF SANFORD FEB WIN BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g - q qo Documented Construction Value: S 3 7 1 t}' Job Address: 33 4.S Historic District: Yes No Parcel ID: 17-20-31-502-0000- Oa Lic) Wyndham Preserve Lot A4- Residential ® Commercial Type of . ork: 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 Emaiha 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 Arphitect/Engineer Information Name: Mulhem & Kuip Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fag: 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 bereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other governmental entities such as. water •• management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID J0 - 9 --a-0 -I q Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name V'M Signature of Notary -State of Florida Date 1r%py Shayne Mangel t% NOTARY PUBLIC STATE OF FLORIDA omm# GG713111 ONCE 1y 1202Contractor/Agent ipriBRa y1nown 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: % l!' ?-/ WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: RevisedJune30, 2015----•---- •- ____-- __-- -•--•--._. _. PermitApplication----_ . Pi4 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: 3848 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0240 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL US ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-990 Reviewed by: Michael Cash, CFM Date: March 1, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 YR,4_04 Landscaping in Right -of -Way www.eanTorde.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 construcporl over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-fty. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbe onlimms 1. Project Location/Address: Z!)?.L% S`i''rYWbS "'Oe, 7 atQn VA T-,L. 3a-1-i3 2. Proposed Activity: Q Driveway R 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: Pry n cSignaturPrint Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: sheyne.meNeliiiisreAighftmee.com Date: a • a0-1 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequentiaq, 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 readPnd_understand the above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pro -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 — k - 20 1 Date: November 2015 REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1a -I I Project Name:_Project Address: b% Wa ''Sest+- rY%gr6Y1 %—Z k_j1 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, includingattorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. RObert Willets 4Sii X a.l TMIJL &Off Ea5ief-600kaofOwner,/Tenant Print a e o Contractor Print Name of El. Contractor re of Owner/Tenant Signature of Gen. Contractor Signature of El. Contractor v,;GC1522347 E1 0003409CQ Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) LEMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l - L S- I. ' I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Ga' The specific permit and application for work located at: 8 t-4 8 Sca 1+ir-aYS h Lbo g, :!> n+6'r4 F-t.. 3a•-11 3 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrumenLw95 ac y gdied before me this I day o ylan rl, 200, by KObert Wi e s who is dpersonally known , to me or o who has produced as identification and who did (did not) take an oath. Shayne Mangel vAMOY PUBLIC STATE OF FLORIDA Comm# GG113111 wlis Expires 6/21/2021 Rev. 08.12) Print or tWe name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence nrFiLECRICdL• f! PERMITz, t. Y. ': •4b .:_: t••rr':' i'2. gig 1 L:s.•r,"%'i}a?1 ti L • a... .;: ,:. rr. w 'fittee.?.;?' se.TPi:•f..t.J:.: ?' :Y;u"•?..c.[4:i:F Y iJ3..`.rde'`ir': Min Max Inspection Description i 10 Underground Electric 10 Tooter / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough i 1000 Electric Final i i I FM Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final ary4 ry a»a7a CiiATT ICAL PERIVI_ItTxihel'.'`•:g._{:lP.:y1•:Y.=;c;::irt+f.:•. vnftq <c....: e;;y ::•w•eH i T. d'•: 3i f ^' e(.•" Tell.. s•4 ,T . C;7 ry : t?:;':_1..:.:.:.c's::.:s'. :",.E•: Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final I i i REVISED: June 2014 r FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method V1LD Project Name: Lot 24 - 2121 UR Builder Name: Starlight Homes Street: 3848 Saltmarsh Loop City, State, Zip: Sanford, FL , 32773 Permit Office: m' ole Coun Permit Number: 8 - 9 O SANFORD Owner: - }--,o Location: FL, Sanford Jurisdiction: Design County:: qe ',n"ee Florida Climate Zone 2) gR A 1. New construction or existing New (From Plans) 9. Wall Types (2379.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1236.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 912.33 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft, 5. Is this a worst case? No 10. Ceiling Types (1264.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1264.00 ft' 6. Conditioned floor area above grade (ft') 2121 b. N/A R= ft' Conditioned floor area below grade (ft) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.4 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424.2 a. U-Factor: Dbl, U=0.34 150.42 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14, Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1264.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 853.00 ft' b. Conservation features b. Floor over Garage R=19.0 411.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.090 Total Proposed Modified Loads: 62.16 PASS77TotalBaselineLoads: 63.99 1 hereby certify that the plans and specifications covered by Review of the plans and THE STgl, this calculation are in compliance with the Florida Energy specifications covered by this o Code. calculation indicates compliance y.,, ''%' ,-';. •s+ PREPARE D BY: with the Florida Energy Code. Before construction is completed94 t• ++++rr "''':•• , `0 aDATE: L-912- Is this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. COp WE OWNER/AGENT, _ BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/22/2018 8:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 24 - 2121 UR Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2121 Lot # 24 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3848 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V 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 Blockt 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 ft' 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 V # 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 Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1264 ft' N N 1/22/2018 8:45 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) Floor 2 30 Blown 1264 ft' 0.1 Wood WALLS 91 Omr Adjacent TO Wall ;pe Space Cavity Width 13-1/al-le Ft o-Et Height Sheathing Framing Solar Below o 1 S Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Floor 1 4.1 33 3 9 4 310.3 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 7 9 9 4 72.3 ft' 0 0 0.6 0 5 N Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 9 9 4 268.3 ft' 0 0 0.6 0 7 W Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 4 261.3 ft' 0 0 0.6 0 9 E Garage Frame - Wood Floor 1 13 24 9 9 4 231.0 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Floor 1 None 39 3 6 8 20 ft' 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 # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 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 E 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 E 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 E 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 N 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 W 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 W 8 Wood Double (Clear) Yes 0.58 0.25 N 41.0 ft' 1 h 0 in 11 ft 0 in None None 8 W 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 W 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 ft' 64 It 9.3 ft 0 1/22/2018 8:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 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 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft° DUCTS Supply — 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 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cool -in [ Jan Feb jMar Venting (XI Jan Feb w1 Mar Ceiling Fans: A r Ma X Jun Xj Jul X] Aug SewAprMayJun4 ]Jul 4) Aug Sep 11 Jun [) Jul (j Aug Sep Oct Nov Oct Nov jXj Dec Dec[ 1/22/2018 8:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 7 1;i iii I F•I 7i r7 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 78 178 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 8:45 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 (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3848 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1236.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 912.33 ft' 1 c. Frame - Wood, Adjacent R=13.0 231.00 it' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1264.00 ft' 2121 b. N/A R= ft' Area c. N/A R= ft' 150.42 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424.2 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 36.0 SEERA4.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. N/A R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 36.0 HSPF:8.20 1.000 ft. 0.258 Area 14. Hot water systems 853.00 ft' a. Electric Cap: 50 gallons EF: 0.95 411.00 ft' ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ` `'rn d ,Q Date: ;I l is h Address of New Home: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/22/2018 8:45 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 24 - 2121 UR Builder Name: Starlight Homes Street: 3848 Sallmarsh 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 insun 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 comers 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 1 vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind oinino and wirino. Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire nodriklar cover plates and walls or ce"linas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 1/ 22/2018 8:45 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 EhVi elope Leakage Test Report Performance Method Project Name: Lot 24 - 2121 UR Builder Name: Starlight Homes Street: 3848 Sallmarsh 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: Lw 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)(Q, (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: D2 THE SrgT O wt:' 1/22/2018 8:46 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 24 - 2121 UR Street: 3848 Saltmarsh Loop City, State, Zip: Sanford . FL , 32773 Design Location: FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number. Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2121 House Duct Total Conditioned Floor Area) System Leakage Qn,out)' Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /22/2018 Duct tightness shall be verified by vi4E ST pit _ '1TF testing to ANSI/RESNET/ICC 380 by NO.' = : 0 yam''" = ' either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. l CDD NVL•' BUILDING OFFICIAL: DATE: 1122/2018 8:46 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 o, wrightsofte Project Summary Enure House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-8863729 Email: GRenner®energyatr.com Web: wmv.energyaircom For: Notes: Lot 24 - 2121 UR, Starlight Homes 3848 Saltmarsh Loop, Sanford, FL 32773 Weather: Orlando Executive AP, FL, US Job: Stadight -Wyndham Date: 4118120117 By: Plan: 1802 S 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13698 Btuh Structure 20031 Btuh Ducts 2634 Btuh Ducts 3098 Btuh Central vent (73 cfm) 1901 Btuh Central vent (73 cfm) 1405 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18232 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24535 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1989 Btuh Ducts 654 Btuh Central vent (73 cfm) 2158 Btuh Heating Coolin Outside air Area (ft2 2141 2141 Equipment latent load 4801 Btuh Volume I)ft') 18223 18223 Air changes/hour 0.22 0.11 Equipment Total Load (Sen+Lat) 29336 Btuh Equiv. AVF (cfm) 67 33 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: 8.2 HSPF 33800 Btuh @ 47°F 29 OF 1070 cfm 0.066 cfm/Btuh 0.50 in H2O Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1070 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Input = 5 kW, Output = 17616 Btuh, 100 AFUE BoldRtalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU025M 2018 Jan 22 0 Page I Specific\Wyndham Preserve\Lot 131 - 2121 UR.rup Cale = MJ8 Front Door faces: N 9 o, wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: www.energyaircom For: Lot 24 - 2121 UR, Starlight Homes 3848 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 4118/2017 By: Plan: 1802 S Outdoor design DB: 92.6OF Sensible gain: 24535 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latent gain: 4801 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 29336 Btuh Indoor RH: 50% Estimated airflow: 1070 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1070 cfm Sensible capacity: 23961 Btuh 98% of load Latent capacity: 6713 Btuh 140% of load Total capacity: 30674 Btuh 105% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18232 Btuh Entering coil DB: 66.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP 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 08:43.41 wrightSoft• Right-Suile® Universal 2017 17.0.28 RSU02534 Page 1 ACCK ...Specific\Wyndham Preserve\Lot 131 - 2121 UR.rup Cale = W8 Front Door faces, N wrightsofte Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email. GRenner@mergyair.com Web: www.energyair.com For: Lot 24 - 2121 UR, Starlight Homes 3848 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight -Wyndham Date: 4/18/2017 By: Plan: 1802 S Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.141 in/100ft 0.141 in/100ft Actual air flow 1070 cfm 1070 cfm Total effective length (TEL) 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/Kh h 2217 145 116 0.141 8.0 Ox 0 VIFx 49.0 150.0 st6 Fam/Din/Kft-A h 2217 145 116 0.141 8.0 Ox 0 VIFx 33.3 165.0 St5 Fam/Din/Kit-B h 2217 145 116 0.161 7.0 Ox0 VIFx 34.0 140.0 st6 Fam/Din/Kh-C h 2217 145 116 0.142 8.0 Ox0 VIFx 31.9 165.0 St5 bMh2 h 497 33 22 0.185 4.0 Ox 0 VIFx 26.5 125.0 st2 bedroom 2 c 1230 42 57 0.332 5.0 Ox 0 VIFx 4.3 80.0 bedroom 3 C 1843 75 85 0.306 6.0 Ox 0 VIFx 11.5 80.0 bedroom 4 C 2214 91 102 0.195 6.0 OX 0 VIFx 23.7 120.0 st2 cl3 A h 200 13 8 0.194 4.0 Ox 0 VIFx 24.2 120.0 st2 Indy c 670 7 31 0.198 4.0 Ox0 VIFx 21.2 120.0 st2 loft c 1232 41 57 0.334 5.0 Ox 0 VIFx 8.9 75.0 m, bath h 619 41 28 0.196 4.0 Ox 0 VIFx 17.8 125.0 st3 m, bedroom c 3178 88 147 0.199 7.0 Ox 0 VIFx 15.7 125.0 st3 pnty.A h 259 17 10 0.146 4.0 OX 0 VIFX 31.2 160.0 st6 pwor-A c 216 0 10 0.149 4.0 Ox 0 VIFx 38.2 150.0 st6 wic h 189 12 11 0.197 4.0 Ox 0 VIFx 17.5 125.0 st3 WG4 c 850 29 39 0,182 4.0 OX 0 VIFx 28.6 125.0 st2 Bold/italic values have been manually overridden 1 wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 P 2018 Jan 22 0 age I MCA ...Specific\ Page Wyndham Preserve\Lot 131 - 2121 UR.rup Cale = NU8 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 291 231 0.141 533 10.0 0 x 0 VinlFlx SO st1 Peak AVF 291 231 0.141 533 10.0 0 x 0 VinlFlx st6 Peak AVF 307 251 0.141 307 6.0 12 x 12 RectFbg st4 st2 Peak AVF 173 203 0.182 582 8.0 0 x 0 VinlFlx st3 Peak AVF 141 185 0.196 531 8.0 0 x 0 VinlFlx st4 Peak AVF 307 251 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 Matl Trunk rb1 Ox0 1070 1070 0 0 0 0 Ox 0 VIFx Bold/italic values have been manually overridden wrightsoft' Right-SuRe® Universal 2017 17.0.28 RSU02534 ACCi\ ...Specific\Wyndham Preserve\Lot 131 - 2121 UR.rup Cale = W8 Front Door faces: N 2018-Jan•22 08:43.41 Page 2 7VTW Job M Starlight - Wyndham Performed for: Lot 24 - 2121 UR 3848 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom 00-0]D Scale: 1/8" = 1'0" Page 1 RighlSuRe® Universal 2017 17.0.28 RSU02534 2018Jan-22 08:44:09 m Preserve\Lot 131 - 2121 UR.rup AHU ON ME 3.0 Ton 240\ Job #: Starlight - Wyndham Performed for: Lot 24 - 2121 UR 3848 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@energyair.com Scale: 1/8" = 1'0" Page 2 RightSuRe® Universal 2017 17.0.28 RSU02534 2018.Jan-22 08:44:09 m Preserve\Lot 131 - 2121 UR.rup kd00 00332I DIMENSION NOTE: WYNDHAM PRESERVE - LOT 24 Proposed building dimensions PLOT PLAN • shown hereon are of the exterior. N WYNDHAM PRESERVE z II LOT 24 0 c o c Building Setbacks (PB 81, PG 93) — a c Setbacks: Per construction plops for 1,-990 00 aWYNDHAMPRESERVE", City of Sanford, Seminole County, Florida. 00,d 4i Front = 25' .0.. in Vo. Rear = 20' ZONIN DATE 3 o Side 5' v w :t o CA 70 Ok to construct single family home o z o with setbacks and impervious area v shown on plan. 39. 81. ;nrle, a 0 o 2121 bISt014ery•1J, 1.9 LOT 23 I M89*40'511- 120.00' 1 es a I w a' 1 25.0r o t I r---------------------------------------------------------- 0 25.21 p 1' 1 5.5' FPA-n PROPOSED49.3 i il z m N 0 W' I 2 STORY RESIDENCE 1I O>f o 0IxN0 1 3848 SALTMARSH LOOP o ar PROPOSED ` O G z iv W J 3 o rzOO1LOT24NDRIV9NAYQowOOICo2121DISCOVERYIQo:ad W o, y o I ; AREA = C4 ELEVATION - U I `' lO o W I a 0 !+ I 4,800 S.F. t A/C GARAGE -RIGHT 16.0 I O a z °! Q Q J PAD n o y c- a 45.5' FFE= 3J0.6 , z I c o a x3x1 W ILtoovQ296-------------------- a;--------------------------------------J PROPOSED I 0 Q toc ^^ I WALK 1.0 E H 120.00' 589'40'51 V I h LOT 25 Y I a I iV> FF I E"[ar7yC JWG I cc ra oy m ~ w BUII.DING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. r -r ".. """ SSD-ccessDroino a Utilities ` LEGFA4D:ADUASidewalk LB -Licensed usiness / 9 / / BFP- Backflow Preventer Sight Distance Easement S - Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D- Descriptiom FP&L-Florida Power & Light P - Plat FFE -Finish Floor Elevation D. Deed Book Water Meter O. R.-Official Records Book 04-Water Valve P. B.-Plot Book Cr-Fire Hydrant Pg. - Page RC® -Reclaimed Water Meter Elev. - Elevation R04-Reclaimed Water Valve Cone. - Concrete Cable Box BP - Brick Paver CO -Telephone Box SW - Sidewalk m-Electric Box FFE - Finished Floor Elevation 0-Utility Pole CI - Curb Inlet Guy Pole Gil - 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) m -Sanitary Sewer Manhole SF - Square Feet DWo -Electric Handhole D. U.E.-Drainage/Utility Easement COO -Clean Out FMGD- MAG NAIL & DISK XVX-Irrigotion Control Valve P. K.-Parker Kolon Nail p-Sign SIR - Set 1/2' Iron Rod LB7768 WIX4-Gote Water Valve SPKD - Set P.K. & Disk LB7768 1 Gas Meter FIR - Found 1/2' Iron Rod LB7768 itT1-Existing Grade FIP- Found 1/2' Iron Pipe LB7768 cl-Blow-off Valve FPKD- Found P.K. Nail & Disk LB7768 -_-Drainage Flow Direction FCM- Found 4'x4' Concrete 10.0 Proposed Design Grade Monument PRM LB7778 tl_0 2J-As-Built/Existing Grode Note: Some items in above leaenTmov not be aaa icable I Description I Date I Dwn.1Ck'd I P.C. I Order No. I 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. Roods, walks, and other similor 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) Otto V4 q+' p> petihitting OWLY) a= of F + ORIDA PROF'ESSIONg'suRvml;4"MAPPER N0. LS6915 LOT AREA CALCULATIONS LOT 4,800 SQ.FT. LIVING AREA- 853 SOST. GARAGE = 411 SQ.FT. ENTRY = 44 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 88 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 60.2 X SOD 2,992 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 800 S0.VT. DRIVEWAY = 516 SQ.FT. SIDEWALK = 288 SQ.FT. SOD = 2,470 SQ.FT. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H, in Flood Zone I" DESCRIPTION: LOT 24 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. Drawn: MTP I Chocked: JDL P.C.: Data File: 11ft nEa t-Plot Date: 1 /23/18 Dwg: W=c9=t-IxU4 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: •-- NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RECORD COPY PALMIERfW CELECTRIC Starlight Homes 2121 Discovery LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C(3) - (4)1 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 tr 100% 5A0 KVA TOTAL LOAD FOR AIR HANDLER C3u 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS INEC 2014 - 220.82(81(11- (4)) LIGHTING 2121 Sq Ft @ 3VA/Sq. Ft 6.36 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER SANFORD 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) Fpq` .;• ` 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER I'ITCIRCUAIR q Q _ A (3 O 1v712.5 MICROWAVE 2.50 KVA 4. 8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHJRLPOOL 7. 2 30AMP POOL CIRCUIT 14. 4 60AMP POOL CIRCUIT 19. 2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 36.86 Q KVA 1ST 10 KVA (GENERAL LOADS) Q 100% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 10.75 KVA SUB - TOTAL (GENERAL LOADS) INEC 2014 - 220.82M) 20.75 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.75 KVA TOTAL DEMAND LOAD INEC2014-220.82(A)1 31.13 KVA MINIMUM SERVICE SIZE 129.71 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY jTypiealy 1650 yAmp ElectncalmDiagram. 15()'AM,pj I aim 11r2UV:/d `4, @ Typical ' 1,50 6 Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W P0024 - W P0024 MiTek USA, Inc. Site Information: 6904 Parke East Blvd, Customer Into: Starlight Homes Project Name: W P0024 Model: 2121 Tampa, FL 33610 4115 Lot/Block: 24 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: FBC2017frP12014 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. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT12960804 CJ1 1/15/18 118 IT12960821 JV5 1/15/18 12 I T 12960805 CJ3 1/15/18 1 l 1 I `• 1 13 1 T12960806 1 CJ5 1/15/18 4 IT129608071 EJ7 1 1/15/18 5 T12960808 EJ7G 1/15/18 6 T12960809 I H 1 1 1 /15/18 7 T12960810 H2 1 1/15/18 18 T12960811 I H3 11/15/18 9 1 T 129608121 H4 1 1/15/18 10 1 T12960813 HJ7 1/15/18 11 IT12960814IT1 1/15/18 12 T12960815 1 T1GE 1/15/18 13 T12960816 T2 1/15/18 14 T12960817 I T3 1 1/15/18 J 15 T12960818 T4 1 1/15/18 16 T12960819 T5 1/15/18 117 T129608201 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/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. ONVOING AN-0 FPAR 0 J ATE OF :/ O N AI- s'S % I/111111 Thomas A Albani PE No.39380 Welt Usk Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2018 Albani, Thomas 1 of 1 Truss Truss Type Oty Ply WP0024 T12960804IJobWP0024CJ1Jack -Open 6 1 001 Job Reference (optional) Builders FIrs15o0fce, Tampa, Plant City, Florida 33566 5.130 S 50p 15 2017 MI 1 eK Inouslries, mc. Mon Jan 15 1 z:31:53 z01 C rage 1 I D:Kf jyNX6mvAVukxMbjix9kpz4 RS4-Xx$FcOU h3zOZoOvg4aGsGjg22DYKeRPjOtGXSvzv6Na 1.0.0 _ 1.0.0 1.0.0 1-0.0 Scale = 1:6.5 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0,00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Verl(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 5 lb FT = 20°6 LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-4/Mechanical, 2=121/0.3.8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 PC bracing. 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 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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. 0 WARNING- Verily deelyn peramsters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 011I14473 rev. 1=302015 BEFORE USE Design valk/ low the only vAlh Mitek® connectors. this design Is based only upon paamelers shown. and Is, lot an hndlvkW btlYdbg component. nol OFabumsystem. Befoie toe. the building designer natal verity the appilcalAty of design paaineters and piopedy Incorpoote Onus design Into the ovowall bulldlrg design. 9aci ng Inxslw,ated Is to buekBng of Inxslvichi l hues web and/or chord monbers orgy. A[1WIIonal temporary and peirrwrxml baclrg WOWprevent 6 always required loi s1alb01ty and to prevent collapse elm possible personal Wiry Ond Isolorty danage. For general gtkk nce ieWdhg One 6904 Perk* East Blvd. labrlcallm stotcgo, delivery, erection aaK-I bracing of Inisses cmd lR= system seeANSI/iPl1 Quality Criteria, DSB-89 and BC51 Bu9diny Component Tampa. FL 33610solelyInformationavailablefromInAsPlatehnnhde. 218 N. lee Sheet. Suite 312. Alexawcblo, VA 22314. Job Truss Truss Type Oty Ply WP0024 T12960805 WPOO24 CJ3 Jack -Open 6 1 002 Job Reference o bonel Builders FirstSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 12:31:54 2013 Page 1 ID:KljyNX6mvAVuWAbjix9kpz4RS4-?70dgmUJgHYQOYU 1 dln5pwNDMdIKNulsfX?5_Lzv6NZ 1-0.0 3.40 1-0.0 3-0.0 2x4 = o ' N Scale. 1:10.8 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 017 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Verl(CT) 0.01 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 2046 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=63/Mechanical, 2=178/0.3.8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2= 63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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; Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nontancurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 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 100 lb uplift at joint(s) 3, 2. 0 WARNING. V6117 dodpn PW~,M and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 mv. IGV37015 BEFORE USE DesNn wild la use only vAIh Mliek® connectom lhh doO6 n b rased only ulan poameten shown, and Is la an kwWdal buldi ng component. not o irtm system. Bolote use, Iho bullc&V deslpnet must vedly the aWic,ablilty of design prxamolon and prormly Incorpaato thk dedgn Into tho ovotall btlding do*jn. Bracing kxkoted b to poevenl tAwJdhjg of hx Wua1 Inns web and/a chord rnernbars only. A[kltklnat temporary and permanent lxockV M iTek' Is always togt*ed for slabWly and to trovenl collaM with possible penarnd"and property damage too ganetal gtldonce tegadtng nw tabtlaollm slomgo, doWery. ejection ctnct bracing of trma3 and Inm systorm secANSI/IPI I Quality Cdleft. DSB-87 and SCSI BuUdlnp Component 6904 Parks East Blvd Salety Inlorm~ atKDabie horn lrm Rate hnnk4o. 218 N. too Shoat. ,Wle 312. Alexa claa, VA 22314. Tanpe. Fl. 33610 Truss Truss Type City Ply WP0024 T129606061JobWP0024CJSJack -Open 6 1 003 Job Reference (optional) WHOM Fin fl5oUrCe, Tempo, Plant Glty, Floncia 33565 8.13U s Sep 15 ZU17 MI I eK mauslrleS, Inc. Mon Jan 15 1Z:31:54 ZU7tf Page 1 I D: KIIYNX6mvAVulmMbjix9kpz4RS4.770dgmUJgHY00YU 1 dln5pwN60dgHNufsfX75_Lzv6NZ 1-0•0 5.0.0 1.0.0 5•0•0 3x8 = LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in poc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0,64 Veri(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.06 2-4 909 100 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a We BCDL 10.0 Code FBC2017lTP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 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 (Ib) or less except when shown Scale = 1:14,9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid telling 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=15ft; Cal 11; Exp C; Encl., GCpf=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING - Vwfiy design parameters and READ NOTES ON TN15 AND INCLUDED NITEK REFERANCE PAGE W7473 rev. I&MM/S BEFORE USE Deslgn valk] for use only vAlh Mnek® connectors. This desi6n Is based only upon paameten shown. and b for an hdivldtiai "ding componenl, nor a Miss sWlern. Before toe. the "ding deslpnei must verity tho aWlcoblify of design paometers and properly Incopoiaro this doslgn Into the overall btAdng design. Bracing Indicated Is to prevent bxictdirtg of trxllvkkK31 hum web and/or chord members only. Adclitlortai temporary ar,4 permanent biMing WOW Is always regaled loi slatAlty and to Ixevenl cdrgxe wllh pos03lo personal k*jry and property damogo. For general gUdatco regordrtg the fqWearbn storage, delivery, erection and biaCho of Imses arid IRm systems, MANSIMI i QmUty Cdteno, DSB-89 and SCSI Building Component 6904 Parke East BNd, Safety Information avalraltle from Trtas Rate Instirule. 218 N. Lee Street. Stille, 312. Alexandria, VA 22114. Tempe. FL 336110 Job Truss Truss Type Oty Ply WPOO24 T12960807IWPOO24EJ7Jack -Open 8 1 004 Job Reference (optional) Builders FIrsISouTce, Tampa, Plant City, Florida 33566 B.13U S bap lb ZVI T Ml I OK Inausines, inc. mon Jan lb 1Z:31:bb Zultl rage 1 ID:KflyNX6mvAVukxMblixgkpz4RS4•TKa716VxbagH2i3DB7JKL8vBgl3V6LvOuBleW ozv6NY 1.0 0 7.0.0 7-0.0 3x8 = LOADING (psi) SPACING- 2-0.0 CS1. DEFL. In poc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.16 2-4 514 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 VBrl(CT) 0.21 2.4 394 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0.3.8, 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=•104(LC 12), 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten . All forces 250 (lb) or less except when shown. Scale = 1 ISO PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -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 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) 2 except Qt=lb) 3=104. 0 WARNING . Varfly deelyn paromaters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev. 10037015 BEFORE USE Design valid low use only vAth MUok15 connectors. This design b based orgy upon paamelers shown, ax1 Is lot an IndMdual building component, not a huss atom Before the, the btilWng doatgrm must verify the applicability of design paraneters and nwopoily Woepoiafo this design Into the overall building design. ®acing Iridlcated Is to buciding of IrxlividtKi trim web and/or chod inembers only. Additional temporary and permanent Madrtg MiTek' pavont S always teclukod la slablilly and to prevent collapse npllh possblo personal k*xy and poperry, damage. to general guidance regadng fine 6004 Perks East Blvd. labrlcatbn• storage. delivery, ewocllon and txochng of inissos and lmm systems. sooANSI/TPI I Quality Criteria, DSa•a9 tmd 5CS1 Building Component Tanpe. FL 33610solelyInformationavallagefromlrtssRateInstgh4o, 218 N. Lee Sheet. Suite 312. Aleaandna, VA 22314. Truss Truss Type Oty Ply WP0024 IJob T12960808 WP0024 EJ7G Jack -Open Girder 1 2 005 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi7ek Industries. Inc. Mon Jan 15 12:31.56 2018 Page 1 30 = 20 11 Scale a 1 20.0 7.0.0 Plate Offsets (X,Y)-- 11:0-1-9,Edge] LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Verl(LL) -0.11 1-3 >719 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Verl(CT) -0.21 1-3 >389 180 BCLL 0.0 Rep Stress Incr NO WS 0,02 Horz(CT) 0.00 rVa n/a BCDL 10.0 Code FBC2017/I P12014 Matnx-SH Weight: 63 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 20 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/Mechanicaf 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: 2x6 - 2 rows staggered al 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 Iront (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; VU11=140mph (3-second grist) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 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) Rotor to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Qi=lb) 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 216lb 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/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2_ 54, 1.3=-20 Concentrated Loads (Ib) Vert: a= 732(F) 5=-732(F) 6— 734(F) Q WARNING - Vady dodyn panmsfan and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE A07477 mv. IDWOVI S BEFORE USE Dosign valid for use only vAth Mllek®conneclors. Onls deslpl Is tossed only upon pcoameters shown. and Is for an b idlvkkral IrAdng component. not o hum system Before use. the building deslpnei must verily Iho c"AlcabUlty of de3W p omelers rnx1 poprpy hcorrorate Ihb design Into Ow ove,all txBdfrno design. Bracing indicated Is to povent buekBn(g of frxdNkduoI tntss web and/or chord members only. Additional lefnpdrary and rormwienl bracing M iTek' Is always fedalred lef s cdAty and to povent coltgsse wllh possible personal "and pop" dornogo. too genefal pukknCe roWding the fabrication, storage. del". erection and tracing of tnwes and trim systems, socANSIfWl I Cuddy Criledo, DSB-69 and BCSI Building Component 6904 Parka East Blvd SWely Informallon available from Iniss Plate bsstlhrle. 218 N. lee Streel. Sulle 312. Afexdaxhto. VA 22314. Tompo. FL 33610 Job Truss Truss Type Oty Ply WPOO24 T12960609 WPOO24 Hl Hip 2 1 006 Job Reference o tlonal Ba110els Flrstboulce, I ampa, Plant Grty, Flonfla 3356b U.13u s bop 1b zui r MI iex mauslries, rift. Mon Jan 1b 1z:Jl:bf zuio 5xe = 06 = Scale - 1:48.9 axe = — •- - 3x8 = 2x4 II 30 = 30 — 3x8 = 2x4 II 5 9.14 11.0.0 17.0.0 + 22.2.2 28.0.0 5.9.14 5-2-2 6.0.0 5 2.2 5.9.14 Plate Offsets (X,Y)— 12:0-4-2,0-1-8],14:0-5-12,0-2-81,j7:0-4-2,0.1.8] LOADING (psf) SPACING- 2-0.0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.12 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.23 10.12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0,08 7 rVa We BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1087/0.3.8, 7=1087/0.3-8 Max Harz 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 Structural wood sheathing directly applied or 3-6-14 oc puffins. Rigid ceiling directly applied or 4-11-7 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=4.2psl; BCDL=3.Opsf; h=15ft; Cal. II, Exp C; Encl., GCpf=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exledor(2) 5-0.0 to 29.0.0 zone, cantilever left and right exposed end vertical loll and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp 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 tot a live load at 20 Opst 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 01=1b) 2=273, 7=273. 0 WARNING • Vortly da4len poronWoa and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE UP-7473 rov, 1f MMIS BEFORE USE Design valid for use only vAth Milek®connectoss lhis design b Lased only upon paametefs shewm and blot an hndivkhsol biding component. not a truss systain. Before use. Ito IxilWng deAgirm must verity Ito of)OI :abllly of dtnlgn porarneloss and pxopedy hncoi oiale Ihb design Into the overall btidktg design. Bracing Wlcated b to revent buckft of 1rx11vklual fruss web and/or chord members only. A[k9lkxol tofnporary and permanent boring WOW is always regaled tot stalAly and to Ixovenl conagze with posdAe persorxi INuy and Ixopedy damage. for general guidance repairing Ow fabricatbn slotage, delivery, erection and bating of Ines and miss systems, saoANsl/I911 Quality Cdtedo, DSB-69 and SCSI Bulls tf; Component 6904 Parke East BNd. safety Information avalc"o from Muss Rate frxtikite. 218 N. Lee Street Gallo 312, Alexarxtib. VA 22314. Tampa. FL 33610 Truss Truss Type Illy Ply WP0024 T12960810IJobWP0024H2Hip21007 Job Reference (optional) Builders FirslSoorce, Tampa, Plant City, Florida 33566 • 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:31:55 2018 Page 1 ID:KfjyNX6mvAVukxMblix9kpz4RS4-tvG7f7XquV2sv9oos7sl zmXm4 ESMJYcSa9zl76zv6NV 1.0.0. 6.9.14 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 6.2.2 6-9.14 1-0-0 4x6 = 4x6 = Scale = 1:48.9 3x8 = 10 rc IV o 3x8 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP N0.2 WEBS 2x4 SP No.3 20 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 REACTIONS. (Ib/size) 2=1087/0-3.8.7=1087/0.3-8 Max Harz 2=-81(LC 13) Max Uplift 2=-286(LC 12), 7=-286(LC 13) 30 = 30 = 30 = 20 11 CSI. DEFL. in (loc) Vdetl 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 We n/a Matrix-SH Weight: 133 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc pudIns. BOT CHORD Rigid ceiling directly applied or 4-9.11 oc bracing. FORCES. (Ib) - 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=4.2psf; BCDL=3.Opsf; h=15111; Cal. 11; Exp C; Encl , GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0.0, Exterlor(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 01=1b) 2=286, 7=286 0 WARNING- Vadry design pammefem and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE W7473 mv. IM32015 BEFORE USE. Deslgri va11d loi use only with Mitek®conn actors. This design 6 based only upon paicaraters shown, and blow an kldMduat IxIYdh0 component, not a hum system. Bolero use. tho txBdh0 do&vjnei inust verily the appticablilty of design Paiamelws aryl property hcogwrGle this design into kw overall bugding desl{pn. Bracing Inrlicated Is to budding of kWMdual muss web and/or cWd members only. Adc flornd temporary aryl pennarlenl bacho MOWprevenl Is always roqubed for stab0ity and to pievenl collapse wllh txxsIlAo personal " and goporty damage. for general guidance regarding Ow krixkallwx sloia0e, delivery, orectlon and ixach0 of Misses and huss syslems, seoAN51/1P11 Quality Criteria. DSB-69 and BCSI auilding Component 6904 Parke East BNd. Safety Information available from truss Rile Institute, 218 N. lee Skeet. Su11e 312. Alexandria. VA M. 14, Tanga. FL 33610 Job Truss Truss Type Oty Ply WP0024 T12960811 W P0024 H3 Hip Girder 1 1 008 Job Reference (optional) Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:31:59 2015 Page 1BuildersFirslSource, Tampa, 5.00 F 2 Sx8 = 2x4 11 3x8 = 4x6 = 4 18 19 5 20 21 6 22 23 7 Scale = 1:48.9 I P--.ga 9 10) a 5x8 = 17 18 24 25 15 26 14 27 13 28 29 12 11 Sx8 = 20 11 3x4 = Sx8 = 4x10 MT20HS= 2x4 11 3x8 = 2x4 II LOADING (psi) 9 10) a 5x8 = 17 18 24 25 15 26 14 27 13 28 29 12 11 Sx8 = 20 11 3x4 = Sx8 = 4x10 MT20HS= 2x4 11 3x8 = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell 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 W B 0,80 Horz(CT) 0.18 9 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 20 SP No.t BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP No.l WEBS 20 SP No-3 REACTIONS. (lb/size) 2=210610.3.8, 9=210610.3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (Ib) 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//511 SOT CHORD 2-17=-1362/4227, 16.17=-1362/4227, 15-16=-1344/4207, 1315— 1756(5409, 12-13=-175W5409, 11.12— 1344/4226,9.11=-1344/4226 WEBS 4.16=-81/584, 4.15= 482/1464, 5-15=-526/322, 6.13=0/383, 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=4.2psf; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 01=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 130-12, 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 lb up at 21-0.0 on top chord, and 340 lb down and 113 lb up at 7-0-0, 85 lb down at 9-0.12, 85 lb down at 11.0.12, 85 lb down at 13-0.12, 85 Ib down at 14-114, 85 lb down at 16-114, and 85 lb down at 18.114, and 340 lb down and 113 lb up at 20-114 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 0 WARNMG . Vod1T deagn pararnatara and READ NOTES ON TM AND INCLUDED AUIEK REFERANCE PAGE 411 7473 rov. 100041015 BEFORE USE Design vdid lot use only with WleM connectors. Ihls design is bored only upon ptsairelets showm and Is for an Individual bt*dt ng componont. not a Suss system. Boloto use. the bidding designer musl verily the arolcal 011y of design "ciineton and P openly lincorpoiate it% design Into the overall btBdtnp design. ®acing tiWlcded Is to buckling of kKR4khKD truss web and/a cried metnbefs only. Addtkxxi tcirtMW and ponnonenl Ixacing WOWprevent Is always togtted lot sIc"Ify and to ptovenl cdlcgno vAlh IwssilAe personal k*" aril piopetly damage. Rx geoid gtldunce ioWdng One 6904 Parka East Blvd. IdMcatbn, slorago. dollvew. ciect$on anal baektg of Inmos and muss systems. seeANSI/1P1I Quality Criteria, DSB-87 and SCSI Bunding Component Tarrpa, FL 33610safetyIMamotlonavdktblefrontbussPlateknslikrie. 218 N. Leo Street. Stile 312. A exanttdo. VA 22314 Job Truss Truss Type Oty Ply T12960811 W POO24 H3 Hip Girder 1 1 IWPOO24008 Job Reference (optional) WHOM FIrstboutce, I ampa, vian1 uny, 1-10110a 330bb 0.1,W s oap r a cv r IMF r yU mwV uvw*' rr R.. mvn van w lc-.. cv, v raw. c ID:KfjyNX6mvAVukxMbjlx9kpz4RS4-gHNu4pZ4Q7la8TyB_YuV2Bd2g2irnQal l SSPCTzv6NT LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-4_ 54, 4-7— 54, 7.10=-54, 2-9=-20 Concentrated Loads (lb) 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) 0 WARNING- VWry dWgn pw mates and READ NOTES ON THIS AND INCLUDED Nr7EK REFERANCE PAGE ND•7473 rov. 1011132016 BEFORE USE lX-Jw valid tot use orgy with MlleW connectors. lhh design Is based only upon paamoters shown. and Is la an kx9vldual Wilding component. not a hus system. Belote use, the building doslgrter must ve41y the applIccalty of deskln paramelers and proporly Incorpotale ft drulgn Into the ovoKil bttlr9ng design. Bracing kx9caled Is 10 prevent bucMlrg of Indivklti l hue web aril/a chord mernbess only. Adclillorxl temporary and permanent bracing WOW b always segWod 1a stWllty aW to prevent colla xe with poslM pefsorxl bury and Irolorty damage. to gemai gidance regarding Ono Ialrtcallon, stoeago, dellvory. aeCllon and brackV of If js= and Inns systems WQANSI/IPI I Quality Criteria, DSB-69 and SCSI BuBding Component 6904 Parks East Blvd. Safety Irdormatlon mKIlable ban bus; Plato Irullhne. 218 N. too Sheet. Site 312. Alexa bla. VA 22314. ToWe. FL 3361D Job Truss Truss Type Oty Ply T12960812 WPOO24 H4 Hip 1 1 IWPOO24009 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 a, gees QVV W CV 1 IYII1 tlp vilwVOYIVJ. Ac.one, van Scale = 1:48.9 4x6 = 34x6 = x4 = 4 6 6 14 3x6 = - 3xE = 4x6 = 3x8 = LOADING ( pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.17 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.38 10-12 >877 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.09 8 We We BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 131 lb FT = 209% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=1087/0-3-8, 8=1087/0.3.8 Max Horz 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, 5.6=-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.Opsl,, h=151t; Cat. II; Exp C; Encl., GCPI= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-", Exterlor(2) 5-0-0 to 29.0-0 zone; cantilever left and right exposed end vertical left and right exposed-,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except G1=lb) 2= 278, 8=278. Q WARNNG - V rmy desrpn paw rW W6 and READ NOTES ON TN18 AND P/CLUDED MREK REFERANCE PAGE MD67073 rev. 10011M1S BEFORE USE Design vdld log use only with Mil" eonnoctors. ltis design is batsecl only ul)0n paameters shown. and Is la an hdlvlduall btACWQ component. rot a buss Folmn. Bolow use. the txildhg dosig og must vodtv the applkd%IM of doslpn paaneters axl pgormly Incormoie tM doslgn Into the overall btedng dgsslgn. Brochg trxAcated a to pgovonl txr-Mb g of hK11vk1ud truss web and/a chord members only. Additional lempaary axt permanent biacmg M iTe k' Is always goggbed log sldAlly and to lxovenl eoBorzo with pom"e pegsand kAjY and IxOPorN damage. rog gonerd guidance ge9ad6rg the lot cation, staago, dexvery. egocllon and bgaebV of Inman and Inns syatoms sooANSIMI I Quality Crlteft DSB-a9 and aC51 auBdComponent Blvd.rl 5pp4PerksEastTogryo. FL East Solely Informollon avcBable hom inns Plato eunhrle. 218 N. Lee Street. Srlto 312. AlexanchM, VA 22314 Job Truss Truss Type Oty Ply WP0024 T129608t3 WP0024 HJ7 Diagonal Hip Girder 3 1 010 Job Reference o Uonal Builders 1`1141500rCe, Tampa, Plant fitly, F10110a 33566 a.1Ju s aep to Zvi i mi i ex mousmes, inc. man dan ro rzsZ:ve Zv pa raye I ID:KljyNX6mvAVukxMbjix9kpz4 RS4-mgVeVVaKykYINn5Z5zxz7ci W RrVnFSy2VmxW Guzv6NR 1.5.0 5.2.9 9.10.1 1 5.0 5-2-9 - — 4.7 8 Scale a 1:21.2 20 = `. „ 5 5 2.9 4-7.8 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.04 6.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Verl(CT) 0.08 6-7 999 18D BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017rrP12014 Malrix-SH Weight: 41 lb FT = 20%6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 4=129/Mechanical, 2=449/0.4.9, 5=307/Mechanical Max Harz 2=131(LC 22) Max Uplill 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=-285/750, 6-7=-285/750 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=1511. Cat. II; Exp C; Encl., GCpi=0.1 % MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all aloes 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 01=1b) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sulliclent 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, 29lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4.2.15, and 53 lb down and 92 lb up at 7.0.14, and 53 lb down and 92 lb up at 7.0.14 on top chord, and 2 lb down at 1-4-15, 2 lb down at 1-4-15, 19 lb down at 4.2.15, 19 lb down at 4-2-15, and 39lb down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The designiselection 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 Root 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) 0 WARNING - Verily dael9n pera Wom and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE NO.7473 rev. 10932015 BEFORE USE Do3lgn Vdkl fop use only VAth Mllekt9 connoctops. IhIs dOspt Is based only Mort papameton Shown, and Is let an Indlvlduol buld41B component. riot a au s system. BOloe use. the txAdhg designop must verify ilia a pplicalArly of design po conotors and popedy kworpaate this design Into the overdf doslgn. Brochg Indicated Is to txwAdb of IndMrAx4 truss web aril/or chord inernbuis only. Addilbrwl tempaay and pennaternl txocbv MOWbtAdhngpovenlg Is always tegpAed raw skO)Olty and to lxevonl collar vAlh poss"o Iwnorxd Injury and property damago. fop gemal gu kkme pegapoliV Iho 6904 Parke Eat Blvd. rabticallm stopauo. delivery. erection and txac V of hussos and muss systems soeANSIMI I Quality Criteria. DS649 and SCSI Building Component Tampa. FL 33610SafetyInformationavallc"e bom Was Rate Imttkilo. 218 N. Lee Sheet, sure 312, AlexarKWL VA 22314. Job Truss Truss Type Oly Ply WP0024 T12960814 WP0024 T1 Common 4 1 Oil Job Reference (optional) Builders FarSlbOurce, I amps, darn Gary, monoa 33Jaa 0 wv s lay ev cv a M. — ... ... m—. I— ,ov.. va.. ,+ .c.vc... ..... vyc , ID:KljyNX6mvAVukxMbjixOkpz4RS4-Es30irbzj2g9?wgithSCggFiLFgT_wDBiOh3oKzv6NO 1.0.0 5-5.14 10.4.0 15.2.2 20.8.0 21.8.0 1.0.0 5 5 14 4.10.2 4.10.2 5.5.14 1.0.0 Scale = 1:36 3 4x6 = a 3x6 = 3x4 = 3x4 = 30 = 3x5 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.53 BC 0.53 WB 0.24 Maldx-SH DEFL. in Vert(LL) 009 Verl(CT) -0.16 Horz(CT) 0.04 Ioc) I/dell Ud 2-10 >999 240 6-8 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 91 lb FT = 2090 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purtins. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 20 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; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpa=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, Comer(3) 10.4.0 to 16-4-0 zone; cantilever loll and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 fist bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst 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 01=11)) 2=222, 6=222. 0 WARNING. verity deogn pammslere and READ NOTES ON THIS AND =LUDEO MrrEK REFERANCE PAGE WWII rev. 1693429/5 BEFORE USE Design vdkl fa use only vAth I011109 Conneclors. This design Is based only upon paanelers srlown. and Is la an Individual bolding component. not a truss system. Before use. lhu budding designer must verity the appleablity of design poiarnelws and property Incorporate INs design Into the oveaall building design. Bocing bxftuled Is to prevent txrcklbV or Irxflvkltxy truss web and/or chid members only. Addillorlal temporary andf permanent bf-Ing WOW B always regrlred toe sldlility and to prevent collaixe vAth lxxssllle personal Injury and Ixoperly dallag0. nor general geldalce regacov the faWcatlorx staclge, delivery. erection cwKi txacing ee trusm and inns systerm. sooAN31/TPI I Quality Criteria, DSB-89 and SCSI Sul ding Component 6904 Perks East Blvd Safety Information clvc0clbte from truss Plato Imtltrle. 218 N lee Street, Sulle 312. Alexarxift VA 22314. Tanga. Fl. 33610 Job Truss Truss Type Oty Ply WPOO24 T12960815 WP0024 T1GE Common Supported Gable 1 1 012 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:04 2018 Page 1 ID:KIlyNX6mvAVukxMblixgkpz4RS4-t3dPwBcbULo7d4FyDOzRC 1 nx3flTIP6Ky4OdLmzv6NP 1.0.0 10.4.0 20.8-0 i 21.0 1.0.0 10.4.0 10-4.0 1. 80 Scale = 1:36.3 4x6 = 30 — 23 22 21 20 19 18 17 16 15 14 3x4 — 3x4 = LOADING (psi) SPACING- 2.0.0 CS1. DER. In hoc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 12 rVr 120 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 12 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n1a rVa BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 98 lb FT = 205t, LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 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 2501b 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 (lb) or less except when shown. TOP CHORD 7.8=•71/252 Structural wood sheathing directly applied or 6-0-0 oc purlins. 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, Exledor(2) 5-0.0 to 10.4-0, Comer(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) 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 ANSIIrPI 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 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23, 17,16,15,14,12. 0 WARNING . V did design Poamsiaie and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev. IQV&QV IS BEFORE USE D899 n vdW tot use only vA81 Mllok® connectors. 11* deOG n b lwsod only upon paaneters show% and h ter an Individual txAM g component not a huss system. Befae use, the bubdng de0gnop must verity the applicability of dest®s Iwtomotom atxf property Incoriwtato Ins design Into the oveidl txAdrtg design. Maci ng IncDcated h to prevent bucWbV of IndNkltial buss web and/or chord members orgy. Aydllontl temporal and permanent dacbV MiTek• It always iegrJred lop stability and to ptevernl coliclze with twssltie porsond trYtay and IRoperly damage. too gonercd guidance iogadkV the fabricallon stoiage, delivery, moetlon axt becrkV of Misses axf in=systeins seeANSI/iPII Quality Criteft DSB-89 and BC31 Building Component 6904 Parka East Blvd. Satey Irdormollon avdtade Item bliss Plate Instllile. 218 N. tee Sheet. Stills 312, Alexandrio. VA 22314. Tampa. i. 33610 Job Truss Truss Type Oty Ply WP0024 T12960816 W POO24 T2 Common 4 1 013 Job Reference (optional) Builders FI1sISOUrCe, Tampa, Plant (;fly, Florida 33556 8.13u s Sep 15 zu17 Mt I ex mOUsines, Inc. Mon Jan 15 1z:3z:u5 zu16 Page 1 ID:KfjyNX6nw"ukxMbjix9kpz4RS4-AFBn7W dDEtxsEEg8n6UgIFK_93W sSgbUBkAAtczv6NO 1.0.0 , 5.5.14 10-4.0 15-2.2 _ 20.8.0 1-a0 5.5-14 4.10.2 4-10-2 5.5.14 Scale = 1:34.9 4x6 = lg 3x6 = 30 = 30 = 30 = 3x6 = LOADING ( pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 058 BC 0,54 WB 0.24 Matrix- SH DEFL. in Vert( LL) 0.10 Vert( CT) -0.16 Horz( CT) 0.04 loc) Well Ud 6- 7 >999 240 6- 7 >999 180 6 We n/a PLATES GRIP MT20 2441190 Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5.4 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 2x4 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=-285/461 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=1511; Cat. II, Exp C; Encl., GCp60. 18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exiedor(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 tell 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 psi bottom chord live load rnonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qi=lb) 6= 196, 2=222. 0 WARNWO - VerW deepen peremetem and READ NOTES ON THIS AND INCLUDED Nr7EK REFERANCE PAGE NO.7473 rev. 1010302015 BEFORE USE, Design valM fa trso only with Wok® connectors. Ihls design Is bawd only upon barometers shown, and Is for an i nclIvld ual Irrlding component not a truss system. Before use. Ito building deslgrxn must verily Ito applicablity of design parameters and pope ly Inccxporate this design Inlo the overage bxaalng design. Racing trdicaled la to prevent btddtrlg of Individual tons web and/or chord members orgy. Additional temporary and p9rrnanent txactrnp WOW Is always required lot sk"Ity and to prevent collgze with pos0110 personal"and popedy damage. For general guidance regarding We rabrlcalbn, slorage. Wivety, erection and bracing of tomes and Inns systems woANSIMI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks East Blvd. Salely, Information avdx411e from lnm Rate trnstixrle. 218 N lee Street. Suite 312. Alexandria. VA 22314. Tenpe. FL 33610 Job Truss Truss Type Oty Ply WP0024 T12960817 WPOO24 T3 Roof Special Girder 1 1 014 Job Reference (optional) Builders Fusisource, Tampa, Plant City, Flonda 33566 14 4-1 4x6 = S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:07 2018 ulaMbiix9kpz4RS4-7oiXYCeTmGBaUY_XuW WSaaPJhsEBwXSne2IHx 34 = 17 15 15 -- 13 12 11 3x12 MT20HS LOADING (PSI) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017lrP12014 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) 5x8 = 7x10 = 3x8 = 7x10 = 2x4 11 Style - 1:50.8 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.64 Vert(LL) 0.2613-15 >999 240 MT20 244/190 BC 0.42 Vert(CT) 0.4813-15 >695 180 MT20HS 187/143 WB 0.99 Horz(CT) 0.09 99 n/a rda Malrix-SH Weight: 165 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.1-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-11.15 oc bracing. FORCES. (Ib) - 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=-566/2OD4, 5.16-2557/832, 5.13-345/679, 7.13-479/578, 7.12=-588/1983 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15f1; Cat, 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 five loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will III 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 01=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 96 lb up at 21.0.0 on top chord, and 1512 lbdown and 474 lb up at 20.9.8, and 2791b down and l l4 Ib up at 21-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-5=-54, 5.7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Van: 7— 52(B) 12— 1791(B) 0 WARNING- Wrflr dodo. paramarem and READ NOTES ON TM AND INCLUDED MrrEK REFERANCE PAGE 014167477 rov. 169MI S BEFORE USE Design valkf toe use only vAm Mflok® connectors. U* design Is posed orgy upon parameters shown. and If toe an Ox1lvidu l building component. not o hens slain. Befoeo use. Ilse bsr/ldng deslipm must vo4fy l he cx4AIcabBty of doslpn pawneten and Piopeily i ncorpoeafe M design Into the ovoeall btAUVO design. Brocing Indloatod is to piovonl bucldi g of kndlvkk" Irtm web and/of chord members only. Additional tempoicay and permanent bro^-N MiTek Is always matured toe skl301ly and to Fnevenl co04sse with possOsle pwsond Ir*zy axl peopony danoge. For general guidance eogac" the latxkaflm stoeago, dolivery. eiectlon and becicing of Ines cmd hires systems. suoANSVIPII OuOlty Criteria.OSS-89 and SCSI Bolding Component 6904 Parka East Blvd. safely, Information cwalk"o from lnrss Plate Insande, 218 N. lee Streel. Wto 317. AloxcmdrkL VA 22314. Torrpo. FL 33610 Job Truss Truss Type Oty Ply W POO24 T12960818 WP0024 T4 Root Special 1 1 015 Job Reference (optional) Builders FirstSollrce, Tampa, Plant City, Florida 33566 Sn6 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:08 2018 Page 1 5x6 = Sire = Scale = 1:49.7 v 16 3x8 = , e ,o ,c w 3x6 = 20 If US = 3x4 = 5x6 WB= 3x4 = 5 5 14 1-1 144.0 5 5 14 8• 4.2-2 11.8.0 1.4.0 19.0.0 7.4.0 z8-a•9 9.0.0 Plate Offsets (X,Y)-- 12:0.4-2,0.1.81L(6:0-5-12,0-2-81,18:0.3.0,Edge),113:0.3.8,0-3.01 LOADING (psi) SPACING- 2.0.0 CSI. OEFL. In (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.43 10.12 781 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.63 10.12 524 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.06 8 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 136 lb FT = 2045 LUMBER - TOP CHORD 20 SP N0.2'Except' 5.6: 20 SP No.l BOT CHORD 20 SP M 31 WEBS 2x4 SP No 3 OTHERS 20 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) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) 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, 7-1D-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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, 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 8 MW FRS lot 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 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed lot 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 01=1b) 2=268, 8=318. 0 WARNWO - VedOy design paramefers and READ NOTES ON THIS ANDWCLUDED UrrEK REFERANCE PAGE MD-7477 ray. 10932015 BEFORE USE Dash valid for use only vAlh N91ek0connectois. fhb doOgn Is based only upon paamoton shown, and b for an hdlvldnKA btAMV compononl. not a truss system. Before use. Iho building designer must verity the appticablity of design IXra noteR and powrly hcoiWolo this down Into Big overall l4uchg Indicated Is to t=ldh0 I divkfud Inns web and/a chord members only ax1d11krial tern wrary and ponnanont bnarJng WOWbtAMVdesign. prevent of b always iogrmod for stmTlllly and 10lrovent collarne with pouble personal k*iry and Property damage. Tor goneid gukfmco WGICI ng Bl0 sloic;W. dolNory, erocdon mid bating of Inafes and In=systems, sooANSI/1PII Quality Criteria. DSB•69 and BCSI Building Component 6904 ParkeEntaEast Slid.IaNlcolkri Safety Intormalan avcBable hrnoIniss Rate ku9lule. 218 N. lee Shoet. We 312. Mexarxtrks, VA 22314. To nilo33610 Job Truss Truss Type City Ply 0024 T12960819 WPOO24 T5 Common 6 1 6Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32.09 2018 Page 1 I D: Kf jyNX6mvAV uVMbjix9kpz4 RS4-30OIzugjluR IjsBvoxZcvSVcLgndOYD36M8NO__zv6N K 1.0.0 7-3-14 14.0.0 20.8-2 2840 28.0.0, 1.0.0+ 7.3.14 6-8.2 6-8.2 7.3-14 1.0.0 Scale. 1/4'a1' 5.00 12 4x6 = j US = 3x4 = 3x6 = 34 = 3x8 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.89 BC 0.93 WB 0.52 Matrix-SH OEFL. In (roc) Well Ud Vert(LL) -0.24 10-12 >999 240 Vert(CT) -0.45 B-10 >742 180 Horz(CT) 0.07 8 We n/a PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1087/0.3.8, 8=1087/0-3-8 Max Horz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8= 292(LC 13) FORCES. (lb) • Max. Comp./Max. Ten. - All forces 250 (Ib) 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, 8.10_ 1395/1837 WEBS 5.10=-495/655, 7.10=-403/562, 5.12=-495/655, 3-12= 403/562 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL--3 Opsl; h=1511; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0.0, Exlenor(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 loll 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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=292, 8=292. Q WARNING- VeA/y design parmrretew and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE M9,7473 rev. 100.=15 BEFORE USE, Doslpn valid for use only with MI lek®corxactots. Ittls do3ign Is bosod only uporl patamefers shown, and k la an Dx1MdIrU btAdIng component. not o truss system. Bolan use, rho IMAcfing du*jmA must verity Iho arolcobilty or design I:cxamelers aryl ptorwtly Incoglotolo this doslgn Into Iho ovoiall bridhtg design. Brocing k0catoci k to psovonl buckttrlg of kWNIdIKA truss web (xKl/01 clad rnainiwrs only. AdcAIW" lemrwtmy and pwnKtnont Mocing WOW Is cWoys tegtliod for skd:ilry and to pxovonl conclx a with possible person d YyrW and properly, donoge. rot genadl gtldoice iegadhg Iho Ic"I :a1k>n. storage, delivery, asectlon cxxi biocing of Irtisses and IF= sysloms seoANSIMI I Quouty, Critedo, DSB-89 oncl SCSI Bundhrp Component 6904 Perin East Blvd. Safety Information available Dom Miss Rate "Ilkile. 218 N. lee Sheer. Strle 312. AlexanchkL VA 22314. To"po. Fl. 33610 Job Truss Truss Type Oty Ply WPOO24 T12960820 W POO24 V3 Valley 1 1 017 Job Reference (optional) Ruildars FirslSdurea. Tamoa. Plant CiN. Florida 33566 8.130 s Sao 15 2017 MiTek Industries. Inc. Mon Jan 15 12:32:10 2018 Pace 1 ID:Kf1YNX6mvAVulmMblix9kpz4RS4-XC_gAEhM3BZOL716Zt4rS11 yo4Ld77dDKObtYOzv6NJ 3.1.0 318 2x4 ':P 20 II LOADING (ps1) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix-P Scale a 19.3 DEFL. in (loc) Udell Ud PLATES GRIP VBrl(LL) We Na 999 MT20 244/190 Vert(CT) We Na 999 Horz(CT) 0.00 3 We We Weight: 9 lb FT = 201e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD 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. Structural wood sheathing directly applied or 3-1.8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3Opsf, h=15It; 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 8 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 psl 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 lit 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 - Vwlr7 design pernnWw* and READ NOTES ON THIS AND WCLUDED WTEK REFERANCE PAGE W7413 rov. 1099302015 BEFORE USE Design volkl top use only with Mllok® connecton. Ihls design Is based only upon paaneters stnown. and Is to an InrlMdual txulding cofnponont. not a huts systom Botao use. the btrildbng designei must vo4ly Iho aprAlconllly of design paalxx notersandpopellyIncoralethis dosign into Iho ovadl building design. Brocing Indicated Is to bucMhp of IrWAickicl truss web and/or chord members only. Addillonat lernpotmy oW permanent txocbrg WOW rxevenl6 always rectu bed km sk"lty a d to povenl collapse w11h p sdAe jxmonrd Injury aW Ixoperly damage Fop geneici guidance togardi ng Iho 6604 Parke East Blvd. kIIxlcatktnstotago. delivery, eroctlon aW bracing of trusses and Was sysloms, 10CANS1/1PI I GuaBly Criteria. DSB-89 and SCSI Building Component TanVo. FL 33610 SorelyInformationovtltadefromLustNatofruSrule. 21e N. lee Shoet. Salto 3)2. AlexarxMa. VA 22314. Job Truss Truss Type Oy Ply WPOO24 T12960821 WPOO24 V5 Valley 1 1 018 Job Reference (optional) Builders FirslS6urce, Tampa, Plant Cry, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:10 2018 Page 1 ID:KfjyNX6mvAVuWAbjix9kpz4 RS4-XC_gAEhM3BZ9L716Zl4rSI1 sO41477dDKObrYOzv6NJ 5-1.8 5.1.8 Scale = 1:13.5 20 i 2x4 II LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.55 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Verl(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.D0 Horz(CT) 0.00 3 We We BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=156/5.0-14, 3=156/5-0.14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3=-56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-122/256 Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opst; h=15ti; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical tell 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 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. Q WARNING. Verily cle4ISn poranvorem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7473 rev. 1093 IS BEFORE USE Design valid lot use ordy wpm Milek® connectors. lids desks Is based only upon paamolers shown. aril Is la an IndMdixb building component. not a hue Mlom. Belore uso. Ilno building designei must verily Iho oWlcal-AlN of design paarnuters and goWly Incorpoiato Mis design Into the overall btAding design. ®acing Indicuted Is to bumkting of WKWi lurA trim web and/ot chard members only Additional temporary and permanent bioakrg MiTek' prevent Is always ue"ed lot stability and to Ixevenl collgxe with possible peisoix9 npay and properly darnage Fop general guidance regarding the iabxkallo n, stoiago, delivery, erection and bracing of misses and trim systems soeANSI/fVl I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parks East BNd. Torrpe. FL 33610SoletyInformationavcitcibleaomtrussRatetns9kde. 218 N. lee Street. suite 312. AlexarxMo. VA 22314. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions ore in R-in-sixteenihs. Apply plates to both sides of truss and fully embed teeth. 0-1/ ldr For 4 x 2 orientation, locate plates 0-14e 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 locofion where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DAB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS C 0 2 U a- O 67 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 IMES 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. 0 2012 MiTek® All Rights Reserved mm M1I MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 0 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-brocing, Is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wove 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`16 at time Of fabrication. 9. Unless expressly noted. this design is not applicable far use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-shucturol consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, sae. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or pudins provided of spoctng Indicated on design. 14. Bottom chords require lateral bracing of 10 ft. spacing. or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or otter truss member or plate without pilot approval of an engineer. 17. Install and laod vertically unless Indicated otherwise. 18. use of green or treated lumber may pose unacceptable environmental health or performonce risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. Products BEARING HEIGHT SCHEDULEPIotIDLengthProductPllesNetQt FJl 8-00-00 1-3/4' x 16' VERSA-LAM7 2.0 3100 SP2 2 FJ2 9-00-00 16' BCI? 6000s-1.8 1 1 FJ3 28-00-00 16' BCI7 6000s-1.8 1 6 FA 26-00-00 16' BCI? 6000s-1.8 1 12 FJ5 25-00-00 16' BCI? 6000s-1.8 1 14 FA 21-00-00 16' BCI? 6000s-1.8 1 5 FJ7 8-00-00 16' BCI? 6000s-1.8 1 1 FA 6-00-00 16' BCI7 6000s-1.8 1 1 FJ9 5-00-00 16' BCI? 6000s-1.8 1 8 FJ10 4-00-00 16' BCI7 6000s-1.8 1 I FJ11 3-00-00 16' BCI? 6000s-1.8 1 1 Rml 16-00-00 1 1/8' x 16' TJ7 Rim Board 1 5 Bkl 2-00-00 16' BCI? 6000s-1.8 1 31 Ht HHf76 28-0-0 28-0-0 Ht NS 2XA6 KI 1[DSZ6 2 9 9 RM NOTES zJ a v "M BE31ARC T eE c WMMB*iY u au Ti rkM W Sri a" °ids "mEi %Ay& srv E° A EU EEAMEAOEB/L011EL OW M E Iz 0 0 o SHOP DRAWING APPROVA JU M lAW IS TIE SU MMM FM FAEieQ qM F ME Alm VMS TILL PiE M Am701EClUGL M FJ7 TiWiS uTmn am n APPIOVAL w m u E EiiM UK ANT Ta1isE'i VU E WT. VC N ff= M MW Am 1}W[[gI TINT WL E kwuHWYbwe 0 uilders FirstSource 9 o Orlando 4 PHOND 407-851-2100 FAXt 407-851- Plant Cit o - PHaNEj 813-759-5951 FyX, 813-752 c o o A. Starllght Homes 7-4-0 20-8-0 7-4-0 20-8-0 28-0-0 28-0-0 2121 Lot 24 109/27/17FJosh 4. RECORD COPY Wl S S City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 1 8- 9 9 0 FnPA Project Location Address ,t As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.onq. 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 1 WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silveriine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal_ 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RIO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Boise Cascade Engineered Wood Products EAST ERN SPECIFIER GU I DE} for products manufactured in Alexandria [Lena], Louisiana ESG 07/21 /2014 R 08/04/2015 2 The SI MAPLE FRiA M ING SYSTiE M° Makes DeS1 g n't, g_ Homes Easier i AIF ects,engineers, and- esa tr' us`t Boise Cascade' engineergeered wood p roducts to provide a better system for framing floors and roofs. b r It's the SIMPLE FRAMING SYSTEM®, featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM° uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM® Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM®, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM® also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM® often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM® So Simple? 0 Floor and Roof Framing with BCI® Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. 0 Ceilings Framed with BCI® Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. 0 VERSA -LAM® Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. 0 Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD® OSB, BC RIM BOARD® and VERSA -RIM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. Product Profiles, BCIP Architectural Specifications ......... 3 VERSA -LAMP Products, Specifications, Allowable Holes..... 26 About Floor Performance, BCI° Residential Floor Span Tables, VERSA -LAMP Details, Multiple Member Connectors ........ 27 One Hour Floor/Ceiling Assembly ........................ 4 VERSA -LAMP Floor Load Tables 10096 Load Duration BC16 Floor Framing Details .......................... 5-6 ( ) • • • • • • • • . 28 VERSA -LAMP Snow Roof Load Tables (115% Load Duration) ..... 2910BCIPJoistHoleLocation6Sizing, Large Rectangular Holes ... 7 VERSA -LAMP Non -Snow Roof Load Tables (125% Load Duration). 30BCI° Cantilever Details, Web Stiffener Requirements ..... 8-9 r,f BCIP Floor Load Tables ........................... 10 - 12 VERSA -LAMP Closest Allowable Nail Spacing ............. 31 0 ` BC16 Roof Framing Details ........................ 13 - 14 VERSA -LAM® Design Values........................... 31 c BCI• Roof Span Tables ..................... : ..... 15 - 18 VERSA -LAMP 1.8 2750 Columns, VERSA -STUD• 1.7 2650 .. 32 BCI° Roof Load Tables .. . 19 - 23 Computer Software: BC FRAMERO BC CALC• ............ 33 BCI° Design Properties, BCIPAIlowable Nail Spacing ....... 24 Framing Connectors: Simpson, USP ................ 34 - 35 Boise Cascade Rmmboard Products/Properties ............ 25 Lifetime Guarantee ........................... Back Cover Boise Cascade EWP - Eastem Specifier Guide - 08/04/2015 Eastern Product _Pr_of_iles_ BC_I®J0. is VERSA -LAM® VERSA -LAM* VERSA -LAM* BCI* 4500s 1.8 BCI* 5000s 1.8 BCI* 6000s 1.8 BCI* 6500s 1.8 BCI* 60s 2.0 BCI® 90s 2.0 1.72650 1.82750 2.03100 1W, T 1W, ,,,„ lw'I T 91N, T 9'/:' 91/2" 11'R' 11Yell N ! 3'/i' 117/:' 9,„ , „ 11Y:' , 11'/;' '/: 14" '/: 14" 3'/:' !III 3W. W 14" Y... 11Y:' / 14„ /s 14„ 16„ 16„ I to 16' Ill', F! t0 7Y:' to 24" 16" 14„ 16" 16" I;` I— -- i I-- --i I— I i-- —I 1--- I N—•i — N--i- 1°/." 2" 25/te" 28/4' 2'/te' 3'/i' 1'/:',1,/.", 3'N' 3'/i' to 5'/:' 1'/: W1 Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/d", 5'/4" BCI° and VERSA -LAM° products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports. 6_ CI®_J_oist__Ar_chitectur-al_S-pecifi-cations-_--___ _____ _ __ __J Scope: This work includes the complete furnishing and installation of all BCI® Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI* Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in 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 the center of the wide face of the flange evaluation service. members so as to form a pressed glue Storage and Installation: The BCI® Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI® Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are'not permitted. Erection bracing shall be provided to keep the BCIm Joists straight and plumb as required and to assure adequate lateral support for the individual BCI• Joists and the entire system until the sheathing material has been applied. Codes: The BCI® Joists shall be evalu- ated by a model code evaluation service. joint at that junction. Boise Cascade EWP • Eastem Specifier Guide • 08/0412015 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 De th BCIO 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 11'/:' deep joists without a direct -attached ceiling. Live Load deflection limited to L1960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum building code U380 criteria are structurally sound to carry the specified loads; however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. 12" o.c. 18" o.c. 18.2" o.c. 24" o.c. 32" O.C. 12" O.C. 16" o.c 19.2' o.c 24" o.c 32" O.C. 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. 32" O.C. 4500s 1.8 18'-11" 15' 8" 14'-B" 13'-7" 11'-9" 11'-6" 111-8" 101-0" I 10'-W 9'-7" 18'-9" 16'-B" 15'-3" 13'-7" 11'-9" 500031.8 1T-0' 15-0- 15-2- W-1" 17-.V 11'-8" IV--T 10--W 10'-0" 711" 19'-4" 1T-J" 1W-4- 14'-T 12'-" 8000s 1. 8 18-2" I 18-r 15" W-8" IT 11'-8" 11W 10'-0" 10'-0" 10'-0" 27-2" 18'-5" 1T-5" Iv-9' 13'-" 650051.8 18'-8- 1T-1" 18'-1- 15'-0" 13'-" 11'-T 11W 10'-0" 10'-0' 10'-0' 27-8" 18'-11- 1T-10" 18'-T 14--r 4500s 1. 8 20'-0" I 18'-4" 17'-3" 15'-5" 13'-4" 15'-6" 14'-3" 13'-5" 12'-6" 11A" 21'-10" 18'-11" 17'-3" 15'-5" 13'-4" 5000s 1. 8 20'-9" 18'-0- 1T-/1" 18'-T iT-4- 15" 14-.T 13'-11" 12'-11- 11'9" 23'-0' 201 18'' 18'-7" 17-41" 6000s 1. 8 21'-T' 19'-" 18'-7" I 1T-4" W-10" 15--W 15-4" 14W IT-6- 17-1- 2T-10" 21'-10" 20P-W 1T-11" 14'-10- 11Y:' 6500s 1. 8 27-Y 20'-" 19'-Y 1T-10" W-10- 16'-0' 16-10" W-11" 13'-10" 17-r 24W 27-5" 21'-1' 18'-10" 14'-10' 60s2.0 23'-T 21-- 20';" 18'-11" IV-4- 18'-0' IW-W 15'-9" 14'-8" IT-3- 28'-1" 23'-10" 27-W 21'-0" 16-4- 90s 2. 0 28'-T 24--r 27-10" 21'-.r 19'-4- 19'-0' 18'-10' 1 T-8- 18'-5- W-10" 27-5" 26'-10" 25-" 23W 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'-T 21'-T W-r 18'-0" 13'-11" 18'-8" 16-10" 15-11- W-V IT-W 25-7" 27-1" 27-2- 18'-0" 13'-11" 8000s 1. 8 24'-0' 22W 21'-2" 19'-6' 1516-717-2- 1T-6" 18'-e" 15-4" 1T-11" 2T-1" 27-11- 21'-10" 17-T 16-5" 10" 6500s 1. 8 25-2- 27-0- 21'-8" 27-2" 15-" 19'-8- 1T-11- 18'-11" 15-' 14'-W 2T-9" 25'-2" 27-11" 29-T 15'-5" 80s2.0 2F--T 24'-0' 2T-T 21'-W 1W-4- 20'-11- 19'-0" 1T-11" 18'-7" 16-1- 29'-T 2T-0" 25'-0' 21'-10" IV-4- 90s 2. 0 30'-1" 2T-0' 25'-10" 24'-0' 1W-W 2T-T 21'-4" 20'-0" 18'-0" 16'-W 37-3- W-4- 28'-T 28'-0" 19'-8V 4500s 1 8 2V-2" 22,4" 20'-l" 17'-11" 14,-1" 19'-9" 18'-0" 17'-0" 15'-10" 14'-1" 25'-5" 22'-0" 20,-l" 17'-11" 14'-l" 6000s 1. 8 2T-0" 24'-9" 2T-4- 20'-10- 15'-9" 21'-2" 17.4- 18'-2- 18'-11" 15-4" 29-W 25-0" 2T-4- 20'-10' 16-9" 16" 6500s 1.8 2T-9" 26-41" 23'-11" 21'-1" I 15'-9" 21'-J9" 17-9" 18'-0- 1T-4" 15'-0" 37-0" 28'-11" 24'-0" 21'-1" 15'-W 60s 2. 0 29-7" 2T-0" 26-8" 21'-10" 18'-4" 23'-2" 21'-l" 19'-10" 18'-5" 18'-0" 37-0" 29'-10" 2T-4" 21'-10' 18'-4" 90s 2. 0 33'-4- 30'-4" 28'-T' 128'-2- 19'-T' 29-W 23'-T' 27-2" 20'-0" 1 18'-7" 3v-10" 33'-T' 31.-8" 28'-2' 19'-T' 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 a/=' minimum pywood/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 tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) One-Hour--- Fire-Resistive-Assembly--- --- --- 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. b/u" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCI° Joists at 24" o.c. or less. 3. Two layers W' Type X or two layers'r6" Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels 6dd carpet & pad to fire assembly: ESTC=61 54 IIC= 68 or 3'/:"glass fiber insulation to fire assembly: 55 IIC=46 or 60 an additional layer of minimum W sheathing IIC=50 and 9'/ 2" glass fiber insulation to fire assembly: Boise Cascade EWP • Eastcm Specter Guide - 08,04/2015 Floor Framing s u:t'.a NOTE The illustration below Is showing several suggested applications for the Boise Cascade EWP products. It Is not Intended to show an actual house under construction. NO MIDSPAN BRIDGING IS REQUIRED FOR BCI9 JOISTS FOR INSTALLATION STABILITY, Temporary strut lines (1x4 min.) 8' on center max. Fasten at each joist with 2-8d nails minimum. \ Dimension lumber Is not suitable for use as a rim board in BCI° floor systems. 4040 BCI° rim joist. See page 6. 40 BOISE CASCADE° Rii See pages 6 and 25. For load bearing cantilever details, see page 9. BCI• blocking or 2x4 "squash" block on each side required when supporting a load -bearing wall above. BCI• Joists, VERSA -LAM" and ALLJOIST• must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide, building codes, and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM°, ALLJOIST•, and BCI• Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM•, ALLJOIST° and BCIa Joists are intended only for applicalions 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 BCI° Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI• Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within 'A 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 pro -punched. F15 0' See page 7 for allowable hole sizes and location. VERSA -LAM• LVL beam. Endwall blocking as required per governing building code. BCI' Blocking Is required when joists are cantilevered. that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA -LAM", ALLJOIST•, and BCI° Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. PRODUCT HANDLING TO AND AT JOB SITES There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI' joists in the flat direction. VERSA -LAMB 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 • 0810412015 Floor Framing Detailsa -- - --- --- - -- - - - - -- . - -- - - - -- --------- Additional floor framing details available with BC FRAMER® software END BEARING DETAILS 0 '®' 0 BCI• BCI• Joist rim Joist blocking. Dimension lumber Is not suitable for Nail Boise use as rimboard Cascade with Bq•Joists. Rimboard to BCI• Joists with Dimension lumber Is not Blocking may be required 8d nail Into suitable for use as rim perpendicular to wall, each flange. board with BCI•Jolsits. consult design professional Use of SCI'rimJolst requires 2x6ofrecordand/or local building othdal. wall for minimum olst bearin 0 BOISE CASCADE• Top Flange or Face One 8d nail Mount Joist Hanger each side at bearing aflpos k Note: mBCI9ust floor e from above Joist must be 1%' minimum bearing to bearing wall above whdesignedtoen lenfth (I$A* required for below. not stacked over 18 and deeper Joists) wall below. VERSA4 AM• To limit splitting flange, start nails at least 1%* Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. professional of record. INTERMEDIATE BEARING DETAILS BG• Joist Slope Cut Reinforcement nw.ii hm— re°rnrx nri"In"1 .n—hi. 11 t . For load bearing wall above stacked over wall below). Blocking maybe required at Intermediate bearings for floor diaphragm per IRC In high seismic areas, consult local building official. Load bearing Double Squash Block Vertical Lad Pbfffl sheac ear/rUon value to cut end of BCI• joist BCI• Joist shall not be used as a collar or rafter tension tie. 2 x 6 min. rafter. Rafter shall be supported by ridge beam or other upper bearing support Adof 6 12 1 ie• Size Joist Spacing pnj 12 16 19.2 24 7, 4 4463 13347 12789 2231 2- 6 7013 1 5259 1 4383 3506 1 waliabove t' min max. abs.( stacked over 1. Squash blocks are to be in full contact _ BCI° f wall below) with upperfloor and lower wall plate. Heel depth blockinm 2. Capacities shown are for a double O(sepe gsquashblocksateachJoist, SPFor table 2xblock. better. below) 24 1 2x blocking required at bearing (rot shown for dadrA j Backer block Double BCI°Joist "/u' min. plywood/OSBrated sheathing as reinforcement. minimum 12" Connection She or Install reinforcememwith face grain horkontal. Install on wide) Nail with rlmb,card both sides of the Joist tight to bottom flange. Leave Joist SO-10d nails. Flller closure minimum %'gap between reinforcement and bottom of Hanger • elow) top flange. Apply construction adhesive to contact blocking Joistsurfacesand fasten with 3 rows of min. 10d box nails at l required for 6' o c. Alternate nailing from each side and clinch. W Filler block. Nall with 10- 10d nails. Badkerblock requiredwheretopflange Joist hanger lad exceeds 250 lbs. Install tight totan flan¢a_ Web -Filler it Nailing 12' ' on - center Connection valid for all applications. Contact Boise Cascade I"Eni lneerind for soeelfle eonditlons- cantilever."I For load bearing cantilever, see pages 8 and 9. Uplift on backspan shall be considered In all cantilever designs End Nlsll Seennq Minimum Heel Depth Roof Pitch 6112 7112 8M2 91112 10112 12112 2 x 4 41N' 45AC 4%" 4Y." 4Y." 4%" 2 x 6 33h" 33Ae' I 25A,- 2%" LATERAL SUPPORT BCI• Joists sball 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 maybe required at Intermediate bearings for floor diaphragm per IRC in high seismic areas, consult local building official. MINIMUM BEARING LENGTH FOR BCI° JOISTS Minimum end bearing: Irk" for all BCI.lolsts. 3%" is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report orthe BC CALC• software. NAILING REQUIREMENTS BCI• rim Joist, rim board or closure panel to BCI• Joist: Rims or closure panel 1% Inches thick and less: 2-8d nails one each In the top and bottom flange. BCI.450ds/5000s rim Joist: 2-10d box nails, one each In the top and bottom flange. BCI.6000s/60s rim Joist: 2-16d box nails, one each In the top and bottom flange. BCI96500s//90s rim Joist: Toe -nail top flange to rim BCIoist with 2. 10d box nails one each side of flange. rim Joist, rim board or 09 blocking panel to support: Min. 8d nails® 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI1 Joist to support: 2- d nails, one on each side of the web, placed 1% Inches minimum from the end of the BCII Joist to limit splitting. Sheathing to BCI* Joist: Prescriptive residential floor sheathing nailing requires 8d common nails 0 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 bracing spacing for full lateral stablift 18" for BCI945 g s & 5000s, 24" for larger BCI• Joist series. 14 gauge staples may be substituted for 8d nails If the staples penetrate at least 1 Inch Into the Joist. Wood screws may be acceptable, contact local building official and/ or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series I Backer Block Thickness Filler Block Thickness 4500s 1.8 or - Y4" wood panels Two %* w od panels or x 5000s 1. 3/ i' or t/e° wood anels Two 3L' wQod panels or Z x 600ps 1.8 1%" or two wood anels" 2 x_+ %s" or wood panel 6500s 1.8 136" or two wood panes, 2 x + % or 3'4" w- bodanal 6Os 2.0 or two Vi° wo1od anels p + t/,e" or 2 wood anel9Os 2.0 2 x— lumber Double 2 x _ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus VA' to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI° JOISTS FROM THE WEATHER BCI° Joists are intended only for applications that provide permanent protection from the weather. Bundles of product should be covered and stored off of the ground on stickers. BCI° RIM JOISTS AND BLOCKING Vertical apa A Depth pnJ Series No W.S.t'I W.S.m 9%, 4500s 1. 8, 5000s 1.8, 6000s 1.8 6500s 1.8 2300 N/A 11%, 4500s 1. 8, s 1.8 6000s 1.8 6500s50001.8, 2150 N/A 60s 2.0, 9Os 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 web stifteners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim Joists. N/A: Not applicable Boise Cascade EWP • Eastem Specifier Guide • 08104/2015 BCI® Joist Hole Location & Sizing BCI® Joists are manufactured with 1'/7 round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension D of largest hole (knockouts exempt) D DO NOT see table below) (see table below) cut or notch Mange WWI— MII- O i t. 0 t 0 No holes (except knockout) allowed In bearing zones A 1W round hole may be cut anywhere In the web. Do not cut holes Provide at least 31 of larger than 1W clearance from other holes. round In cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1Y2" MINIMUM DISTANCE D) FROM ANY SUPPORT TO THE CENTERLINE OF THE HOLE Round Hole Diameter [in) 2 3 4 5 6 6%z 7 8 8% 9 10 11 12 13 Rectangular Hole Side 3 5 6 7m 8 1'-0" 1'-1" 1'-5" 2'-1" 2'-9" 3'-1" 3'-5" Any 12 1'-0" 1'-2" 2'-2" 3'-2" 4'-2" 4'-8" 5'-2" S f1l Joist 16 1'-0" 1'-7" 2'41" 4'-3" 5'-7" 6'-3" 6'41" Round Hole Diameter Fin) 2 3 4 5 6 6'/a 7 8 87/e 9 10 11 12 13 Rectangular Hole Side 2 3 4 5 7 8m 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" 2'40" 3'-4" 3'-9" Any Spry)n 12 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4'-3" 5'-0" 5'-8" a Joist 16 1 1'-0" 1'40" 2'-10" 3'-9" 4'-9" 5'-3" 5'-9" 6'-9" 7'-7" 20 1'-1" 2'-3" 3'-6" 4'-9" 5'-11" 6'-7" 7'-2" 8'-5" 9'-6" Round Hole Diameter [in) 2 3 4 j 5 6 6'/z ! 7 8 8% 9 1 10 i 11 12 1 13 Rectangular Hole Side 2- 3 3 t 5 - 1 6 -- 6— 8+ 9in) I i 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" 3'-4" 3'-8" 12 1'-0" 1'-1" 1'-3" 1'-10" 2'-6" 2'-10" 3'-1" 3'-9" 4'-3" 4'-4" 5'-0" 5'-7" Any 14• sftj 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" 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'-2" 7'-3" 8'-411 91-41, 1 24 1'-0" 1'4" 2'-6" 1 3'-9" 1 5'-0" 5'-8" 1 6'-3" 7'-8" 1 8'-7" 8'4" 10'-0" 11'-2" Round Hole Diameter [in) 2 3 4 5 6 6'/a 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 10 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-3" 1'-7" 1'-11" 2'-0" 2'-5" 21_9., 31_21, 31_71, 12 1'-0" 1'-1" . 1'-2" 1'-2" 1'-3" 1'-6" 1'-10" 2'-5" 2'41" ! 3'-0" 3'-7" 4'-2" 4'-9" 5'-4" Any 16" Sptln 16 h 1'-0" 1'-1" 1'-2" 1'-2" 1'-8" 2'-1" 2'-6" 3'-3" 3'-11" 4'-0" 4'-10" 5'-7" 6'-4" 7'-2" Joist 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-1" 2'-7" 3'-1" 4'-1" 4'-11" 5'-1" 6'4" 7'-0" 8'-0" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" 3'-1" 3'-9" 4'41" 5'-11". 6'-1" 7'-3" 8'-5" 9'-7" 10'-9" 00 m in web area as specified 0 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'/x" round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web The joist may be set with the 1 W 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 She on hob Chart for Jobt Doo 4,Join Soon_ —) widthnImurnofla athob r/ 0 I I Simple Span Jobt W-W Min I I Notes: W 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 MultipleJoist Depth Span Span 9W, 6" x 14" 6" x 12" 11 1W 8" x 16" 8" x 13" 14" 9" x 18" 10" x 17" x 18" 8" 18" 12" x 16" 10" x 14" Multiple Span Joist gi hole see Mal Hole She on Joist —.I Chart for bin D.0 JZ`sihj*, —IspanSon FMurdple Span Mt 12-0• MI I MhdUpb spar, John 17-W Min 9 Larger holes may be possible for either Single or Multiple span joists; use BC CALCe sizing software for specific analysis. Reinforced Load Bearing Cantilever Table BCI® Joists o o U V, - g iC ws 0 _ 1,2 c Zal Roof Total Load s 35 45 55 Joist S acin in y 1819.224 1819.224 1819.224 m w 0 24 0 0 0 1 0 1 0 1 X 0 1 X X 2s o 0 0 0 0 x o x x 28 0 0 x o 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 o x o X X X X X 36 0 X x X X X x x X 38 0 X x I X X X X X X 40 0 X X I X X X X X X 42 1 0 x x I x x x x x x m c 24 0 0 0 1 0 0 X 0 X X 26 0 0 010 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 36 0 0 X X X X X X X 38 0 X' X X X X X X X 40 0 1 X' X X X X X X X m 0 24 0 1 0 0 0 0 0 1 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 0 0 X 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X X X X X X X 40 0 0 X X X X X X X m 0 24 0 0 0 0 0 0 0 1 0 X 26 0 0 0 0 0 0 0 X X 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X 32 0 0 0 0 0 X 0 X X 34 0 0 0 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X I 0 1 X I X X I X X 40 0 1 0 1 X 1 0 1 X I X I X I X X a? a 0 24 0 1 0 1 0 1 0 0 WS 0 1 0 1 X 26 0 0 1 0 1 0 0 WS 0 1 0 1 X 28 0 0 0 1 0 0 X 0 1 WS I X 30 0 0 0 1 0 0 X 0 WS X 32 0 0 W5 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 38 0 0 x 0 X X x X X 4`0 0 0 x o x XT x x x 42 0 0 X 0 X X I X I X X 0 0 0 24 0 0 0 0 0 WSI 0 1 0 1 26 0 0 0 0 WS 0 0 1 28 0 0 0 0 WS 0 0 X 30 0 0 WS 0 1 0 0 X 32 0 0 WS 1-0 0 1 0 1 X 34 0 0 WSWS X 0 X X 36 0 0 WSWS X 0 X X 38 0 0 WSWS X X X X 40 0 0 1 1 X X X X 24 0 0 1 0 0 0 0 0 0 WS 28 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 0 32 0 0 0 0 0 1 0 Ws X m 34 0 0 WS 0 0 1 0 1 X 36 0 0 WS 0 0 1 0 X X 38 0 0 WS 0 0 X 0 X X 40 0 0 1 0 WS X X X X o c rn w w_ o 2 Roof Total Load s 35 45 55 Joist Spacing in zy 1619.224 16 9.224 1819.224 0 0 24 0 0 0 0 0 0 0 0 1 1 26 0 0 0 0 0 0 0 o X 28 0 0 0 0 0 0 0 0 X 30 0 0 0 0 0 1 0 0 X 32 0 1 0 0 0 0 1 o 0 X 34 0 0 0 0 0 X 0 1 X 36 0 o 0 0 0 X 0 1 X 38 0 0 0 0 0 X o 1 X 40 0 0 1 0 0 X 0 X X a m 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X 30 0 0 0 0 0 1 0 0 X 32 0 0 0 0 0 1 0 1 X 34 0 0 0 0 0 X 0 1 X 36 0 0 WS1 o 0 X 0 1 X 38 0 0 1 0 0 X 0 1 X 40 0 0 1 0 1 X 1 X X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 1 0 0 30 0 0 0 0 0 0 03200000000 34 0 0 0 0 0 0 rO 0 1 36 0 0 0 0 0 03800000001 40 0 0 0 0 0 0 0 2 24 0 0 0 0 0 1 0 1 0 1 0 WS 26 0 0 0 0 0 MI 0 1 0 WS 28 0 0 0 0 0 WS 0 0 1 30 0 0 o 0 0 WS 0 WS X y 0 v 32 0 0 0 0 0 WS 0 WS X 34 0 0 WS 0 0 1 0 WS X 36 0 0 WS 0 0 X 0 WS X 0 0 WS 0 WSJX 0 x X 142 0 0 WS 0 wS X WS x X 0 0 W5 0 WS I X IM X--X 24 0 0 0 0 1 0 IWS 0 0 JWS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 WS 1 a 30 0 0 WS 0 0 WS 0 WS 1 c m 32 0 0 WS 0 0 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 1 WS 1 X 40 0 0 IWSI 0 IWS1 2 IWS 1 I X z4 0 0 0 1 0 0 0 0 0 WS 26 0 0 0 1 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS m 0 30 32 0 0 0 0 0 0 0 WS 0 0 1 0 0 0 WS 0 WS 1 m 34 0 0 0 00 WS 0 WS 1 38 0 0 WS 0 0 WS 0 WS 1 38 0 0t WS 0 0 0 1 0 1 2 40 0 0 WS WS 1 0 1 2 24 0 1 0 1 0 0 0 0 1 0 0 WS 26 0 0 0 o 0 010 0 WS 0 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 34 0 0 0 0 0 WS 0 WS 2 36 0 0 WST o 0 WS 0 WS 2 r4l 1 0 1 2 0 0 1 0 IWS1 0 1WS 1 0 1 1 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" 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 speck application with BC CALC°software. Roof Total Load sfl 35 1 45 1 • 55OCy`2I-C Joist Spacing in01O ern 18 119.2124 116 119.2124 1 18 119.2 24 24 0 0 1 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 w5 30 0 0 0 0 0 WS 0 0 1c 0 0 0 0 0 WS 0 0 10432 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 0 0 0 0 0 0 0 0 028 30 0 0 0 0 0 0 0 0 0c a 32 0 0 00 0 0 0 0 0 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 0 1 24 0 9 00. 0 0 0 0 WS 26 0 +0 0 0 0 WS 0 0 WS o 28 0 1 0 0 _0 0 0 1_0 0 o 0 WS 0 l 0 WS 0 WS1 WS WS H 30 32 0 O t 60 SK -6- 5 1 0 34 0 0 'W8, 0 0 1M 0 !WS. 0 38 0{ 0 WS 00 X t WSY 0; WS 38 0 WSO W5 X 1 X 40 0 0.- 0 WSt-0 1WS WS_ X- 42 1N5 0 0 WS- 0 WS X WS' 1- X 24 0.. o 0'0 0 0 00 WS 26 28 0 0 0 0~ 0 0 0 0i00tWS O r 0 1 0 WS 010WS cc 30 0 0 0 0 0 Ms 0 0 WS 0 32 0_0_, 0 - o WS 0 WS WS 0 34 010 0}0 0 WS O',WS,'1 36 0 i o'WSJ 0 0 WSl 0 WS. 1 138 0- 0 'WS}0 0 lWS 0_WS• 2 40 0 0 WS: 0 WS; W5 0, WS 2 24 0 0 0 0 0 19 0 1 0 WS 26 0 0 0 0_ 0' 0_ 0 0 'WS i 28 O O 0 00WS0 0 +WS 1-- ---- m 30 013 00WSI0; 0 WS 0 o o_ 0 ! 0! 00 jWSJ 0_WS. 1 w 32 34 0 00 0 0 WS 0'WS i 1 38 0i0 WSJ0 0 1WS+ 0i " 2 38 0 0 0 0 + W_S 0 WS 2 40 WSJ 0 0 WS 0 WS 1 WSt 0 WS 2 24 0 0 0: 0 0i0-0+0 -WS WS 26 28 0 f 0t 0 0 0 1 0 0 0 0 1 040-0 0 0 0 0 tWS0 30 0 ~0 0' 0 0 'WS. 0 0 JWS 32 0 1 0 0 0 0 t WS, 0 0 Ws m 34 36 0 1 0 0 0~ 0 WS 0, WS WS 0 0 0 0 !WS; 0 WS1 1 1M, 38 0} 0 0 0 0jWS1014000 -WS1 0 0 fvvt 0. WS . 1 24 0 0 0 0 0' 0} 0! 0 0 26 0-6t0 0 0 0' 0 0 0 28 0"0+0 0 0 0 o 0 0 c 30 0 0 0 0 0 0 0 1 1? 0 N 32 0 o 0 0~ 0' 0 0' 0 0 34 0 0 0 0_+_0 0 0 0 WS 36 0+ 0 0; 0 0 0 1 0 O WS 38 0 0 0 1 0 0 0 0 0 1 40 0 0 o i 0 0 0. 0 0 1 KEY TO TABLE 0 .... No Reinforcement Required WS .... Web Stiffeners at Support 1 .... Web Stiffeners Plus One Reinforcer 2 .... Web Stiffeners Plus Two Reinforcers X .... Use Deeper Joists or Closer Spacing Boise Cascade EWP • Eastern Specifier Guide - 0810412015 K. 1 Reinforced Load Bearing Cantilever Detail 2'{' 2'-0' The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of T-0". Cantilevers longer than 24" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALCe software. PLYWOOD / OSB REINFORCEMENT If Required per Table on page 8) 23/32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the BCI° Joist. Nail to the BCI• Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. The tables on page 8 assume a wall weight of 100 plf, in addition to the roof loading shown. Applications with loading that exceeds the loads shown shall be analyzed with BC CALC° software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC• software. a:' min. plywood/0SB or rlmboard closure. Nail with 8d nail Into each BCI• 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 BCI® ,foists are intended only for applications that Fasten the 2x8 minimum to the BCI° Joist by nailing through the backer block and provide permanent protection from the weather. joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCIe 90s 2.0 Joists. Clinch all nails. BCI•Joist blocking Wood backer blocke/i' Wood Structural 2x Closure Panel Closure Seepage 6 of Eastern 2x8 minimum Specifier Guide BCI•Jolst blocking Drywall Ceiling or Section Wood Structural View Back Span I Maximum Minimum 1i4 TimesPanelSoffit 1/3 Back Span '-`• —,_ I I Cantilever Length Not to exceed 4'-0' Back Span Maximum These details apply to cantilevers with uniform loads only. It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALCe software. Web Stiffener Requirements Sea webStiffener NOTES Small Go NalllnttSchedule Web stiffeners are optional except as noted 2• max C1ian web below. min2. Stiffener width Web stiffeners are always required in hangers 4• max. that do not extend up to support the top flange of the BCI• Joist Web stiffeners may be Gap required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. inc Web stiffeners are always required in certain r min roof applications. See Roof Framing Details on 4 in rTlPIFIt WebStiffena page 14, repuI edwhen ooneenueled load exceeds 1000lbs Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Web stiffeners applied to both Install the web stiffeners snug to the top flange sides of the Joistweb in this situation. Follow the nailing schedule for Stiffener Specifications For Structural Lateral BCI' Joist Capacity Restraint Minimum Series Min. Thick) in Hanger Width 4500s 1.8 W* W, 2ehe" 500051.8 W, W. 2eh:' 6000s 1.8 W. 2eh:' 6500s 1.8 36" 1" or 1%" 2e/,:' 60s 2.0 W. W. 2e/t:' 90s 2.0 20 lumber (vertical) 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., BCI66500s, double W panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI® Design Properties on page 24 or the BC CALC° software. Back Span not to exceed 4'-0' BCIe Joist Series Stiffener Nailing Joist Depth Schedule Bearing Location End Intermediate 4500s 1.8 91N' 2-8d 2-8d 11Yd' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 50005 1.8 91/2" 2-8d 2-8d 11Ys' 2-8d 3-8d 14" 2-8d 5-8d 6000s 1.8 91/z" 2-8d 2-8d 117/s, 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 6500s 1.8 9%" 2-8d 2-8d 117/d' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 60s 2.0 117/s' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 90s 2.0 117/d' 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Boise Cascade EWP • Eastern Specifier Guide .0810412015 Floor Load Tables Allowable Uniform Floor Load in pounds perlineal foot [PLF]) 11', Load Duration BCI® 4500s 1.8 Series 1%" Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9Y2" BCI® 4500s 1.8 11781, BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/IV BCI® 5000s 1.8 11'/e' BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 156 13 71 111 115 138 144 146 79 128 129 138 144 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 125 126 53 96 86 120 125 16 64 94 93 112 118 44 85 72 108 104 117 17 54 83 79 99 105 111 61 96 88 110 18 46 74 67 88 89 100 51 86 75 101 19 57 79 76 90 44 77 64 91 20 49 71 66 81 55 82 21 43 65 57 74 48 74 22 50 67 42 68 23 44 61 24 25 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. Boise Cascade EWP • Eastem Specifier Guide • 0810412015 Floor Load Tables Allowable Uniform Floor Load in pounds per'lineal foot [PLF]) 11', Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16" Flange Width 29/16" Flange Width 9Y2" BCI® 6000s 1.8 11/e" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/i' BCI® 6500s 1 1.8 11'/e' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 320 333 346 353 320 333 346 353 7 274 285 297 302 274 285 297 302 8 240 250 260 265 240 250 260 265 9 213 222 231 235 213 222 231 235 10 183 192 200 208 212 192 200 208 212 11 141 174 181 189 192 153 174 181 189 192 12 112 160 166 173 176 121 160 166 173 176 13 89 147 144 153 160 163 97 147 153 160 163 14 73 129 117 142 148 151 79 137 129 142 148 151 15 60 112 97 133 138 141 65 124 106 133 138 141 16 50 98 81 125 117 130 132 54 109 89 125 127 130 132 17 42 84 68 112 99 122 124 46 92 75 117 107 122 124 18 58 100 84 115 112 117 64 110 91 115 117 19 50 89 72 106 96 111 54 99 78 109 104 111 20 43 81 62 96 83 106 47 89 68 104 90 106 21 54 87 72 99 41 81 59 96 78 100 22 47 79 63 90 51 88 69 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 44 70 47 77 26 42 72 27 28 29 30 Boise Cascade E WP - Eastem Specifier Guide - Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 1 1' % Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16" Flange Width 3'/2" Flange Width 117/e' BCI4160s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 117/0" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 366 366 366 450 453 456 7 314 314 314 385 388 391 8 275 275 275 337 340 342 9 244 244 244 300 302 304 10 220 220 220 270 272 274 11 200 200 200 245 247 249 12 183 183 183 225 226 228 13 169 169 169 207 209 210 14 155 157 157 157 192 194 195 15 128 146 146 146 180 181 j - 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 1 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 1 1 41 82 55 94 30 1 50 91 Total Load values are limited by shear, moment, or deflection equal to U240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0 50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. Boise Cascade EWP • Eastern Specifier Guide • 0810412015 Roof Framing BCI® Rafters 1 ' Structural ridge VERSA-LAMo or FOR INSTALLATION STABILITY, , load -bearing wall required. Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten e ' Blocking or other lateralateachjoistwithtwoo8dnails support required at end minimum. supports. 01 R05 ll When installing Boise Cascade WII EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding Blocking not shown ' 1 wood treatment. for clarity. BCI° Rafter Header 1 Multiple BCI° Rafters maybe required. SAFETY WARNING DO NOT ALLOW WORKERS ON BCI° JOISTS UNTIL ALL HANGERS, BCI° SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO RIM JOISTS, RIM BOARDS, BCI° BLOCKING PANELS, X-BRACING AND PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED TEMPORARY 10 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI• Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCI° blocking panels, and x-bracing must be completely installed and properly nailed as each BCI° Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI° Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within 'A 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) SCIe 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 U4 Nailer ® Max. 4'-0' o.c. 7b" o.c. or BCI' 4500s) 7-0' o.c. or "CIO moos) r% rMlnlmum Heel Depth see table at right) 12 G Rafter Strut 9w,11'A' or 14' Web W. 4500s/5oo0'V600W6600s Filler Ceiling Joist ® 24' o.c. Maximum 3% Minimum Bearing 2x4 Wall) Each End Roof Rafter Ceiling Loads: Live Load =10 psf Dead Load = 7 psf 2X Bloc king Maximum Span Lengths Without Roof Loads 9'W BCIe 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 11W' BCI.4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCIe 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 & 3 at right) Minimum Heel Depths Joist Depth End Wall 2x4 2x6 9' h" 2S" 11h" 11' b" 3,h" 2,b" 14" 4h" 3'h" Notes: 1) Detail is to be used only for ceiling joists with no access to attic space. 2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) BCI° ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCI° top flange with 1-10d (3' long) box or larger nail. 6) 1x4 milers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI• Joist at beveled ends. Nail roof rafter to BCI° Joist per building code requirements for ceiling joist to roof rafter connection. Boise Ceswde EWP - Eastem Specifier Guide - 08/04/2015 Roof Framing Details Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope Rimboard / VERSA -LAM* blocking. V' greater than'/4/12. Ventilation cut: 1/3 of length, of depth Rlmboard / VERSA -LAM* blocking. Ventilation "V' cut: a of length,'/2 of depth blockllxng Tight fit Flange of Bq• Joists may for soffit for lateral be birdsmouth cut only at support stability, the low end of the Joist. 2'$' max Birdsmouth cut Bq•Jolst Simpson VPA or USP TMP connectors or equal can be used In lieu of beveled plate for slopes from Flange of 8CI• Joists may be birdsmouth cut only at 1 flange must bear fully on plate, web stiffener thelowendoftheJoist. Birdsmouth cut BCI• Joist 2 " max reoulred each side. 3/12 to 12/12. flange must bear fully on plate, web stiffener required each side. Bottom flange shall be fully supported. 10d Simpson or USP LSTA24 strap, nailingper Simpson or USP LSTA24 strap where slope nails 2x4 one side for 135 PLF max. 6' governing building code. exceeds 7/12 (straps maybe required for lower at o.e- 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. yp VERSA - LAM* MLVL support beam. Backer block. o Thickness per corresponding BCI• series. 2x block BCI• blocking Holes cut ublebeveled Beveled web stiffener 4•- 0• horix. for ventilation. wood plate. on each side. I Blocking on both sides of ridge may be required for 2'- 6*2'• hori2. shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. st may be Backer block Lhen L exceeds i minimum 12" wide} 21-0'ng. i Joist Nailwith10-10dnails. me i Hanger g as required. Nall t outrigger i through BCI• web. cEndWall. DO NOT bevel -cut Joist filler block. Nail beyond inside face of wall, except with 10 -10d nails. for specific conditions in details x outrigger shown on pages 6 and 13 of the Backer block required where top flange tched around BCI• Eastern Specifier Guide. Joist hanger load exceeds 250lbs. flange. Outrigger Install tight to top flange. acing no greater n 24• on -center. LATERAL SUPPORT BCI• Joists must be laterally supported at end supports Including supports adjacent to overhangs) with hangers, rmboard, 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: 1%' for all BCIe 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 CALICO 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. BCI96000s/ 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. BCI9 rim Joist, rim board or BCIe blocking panel to support: Min. 8d nails® 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI• Joist to support: 2- 8d nails, one on each side of the web, placed 1% inches minimum from the end of the BCI• Joist to limit splitting. Sheathing to BCI• Joist: Prescriptive residential floor sheathing nailing requires 8d common nails@ 6' o.c. on edges and @ 12" o.c. In the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spaclngfor minimum lateral stability. 18' for BCI.4500s and 5000s, 24" for larger BCI• Joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 Inch Into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Thicknpnq BlockFiller Block Thickness 4500s 1.8 wood an4els Two %* wood panels or 2 x _ 5 0 0 0 s 1.8 wood aneIss Two %' wood panels or 2 x _ 6000s 1.8 lwood a els• 2 x _ +'/,; or 'h' wood panel 6500s 1.8 lwood a ess" 2 x + %" or wood panel 60s 2.0 lwood anels• 2 x _+'/1; or wood panel 90s 2.O 2x—lumber Double 2 x lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus'h' 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 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 15 Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psf] 115% and 125% Load Duration I BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 91N, BCI04500s 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" BCIo 4500s 1.8 4/12 ,4/12 8/12 or[ psf] Less 8/12 12/12 16" BCI° 4500s 1.8 4/12 4/12 8/12 Less. 8/12 -12/12 91/i, BCI° 5000s 1.8 Moll BCI05000s 1.8 14" BCI05000s 1.8 4/12 Less 4/12 8112 8/12 12/12 4/12 Less 4/12 8/12 8/12 12/12 4/12 Less 4/12 8112 8/12 12/12 Non- 20 10 23.10' 22'.6" 20-10" 26-5" 25-9' 24'-10' 32'-3" 39-T 28'-3" 35-9" I 33'-8" 31'-3" 4'-10' 23'-5" 21'-9" 29'4" 27'41' 25'-11' 33'-8" 31'-9" 29'-5" Snow 20 15 122,-7" 21'-Y 19-7" 26'-11" 25'-3" 2S4" 30'-7" 29-T 26-T1 33'fi 31'-10" 294' 23'-6" 22'-1" 20'-5" 28'-0" 26'-4" 24-4'" 1'-10' 29'-11' 27'-7" 125% 20 20 21'.T' 20-2" 16-T' 25-6' 24'-0" 27.1" 29-7 27'4" 25-1" 314' 30-3" 27'-10" 22'-5" 21'-0" 19'4" 26'-9" 25'-0" 23'-0" 30'-5" 28'-5" 26'-2" 25 10 27-0" 21'-5" 19-11" 25-11" 26-T 23'-0" 30-7' 27- 2G-11" 37-3" 31'-T 29-10" 23'-7" 22'4" 20'-9" 28'-1" 26'-7" 24'-9" 1'-11" 30'-2 28'-1" 25 15 21'-T' 204' 16-10" 26-V 24'-2" 27-5" 29-7 27'-5" 25-0" 30-1" 274 28-3' 22'-0" 21'-2" 19'-7" 6'-10 25'-3" 23'-4" 30'-3" 28'-8" 26'-7" 12" O.C. 30 10 21'$" 29-C 19-1" 25-9 24'-5" 27-9' 28'-3" 27'-9' 26-11" 30-2- 27- 2V-8' 22'-7" 21'-4" 19'-11' 10 25'-5" 23'-9" 30'-4" 28'41' 27'-0" Snow 30 15 20-9" 19-T' 18'-2" 24'-5" 234" 21'-0' 25-7" 25-11" 24'-T 29-5' 2T-9' 15-10' 21'-7" 20'-5" 18'-11' 25'-9" 24'4" 22'-7" 28'-6" 2T-8" 25'-8" 115% 40 10 19-0" 16-11" 1T-10" 23'-2" 27-0" 21'-3" 25-3" 24'-11" 24'-2" 2T-0" 26-6- 25-1- 29-6" 19'-8" 18'-7" 24'-5" 23'-5" 22'-2" 27'-2" 26'-8" 25'-2" 40 50 50 15 10 _ 15 19-5" 16-3 17'-11"I 18'4" 1T-1" 1T i";15-T 1T-4"' 16'-3" 27-1- 21'_2" 204" 21'-0' 20-10" 29-T 204" 19-9" 194" 24'-1' 23'-1" 22-2" 27-7" 27_10' 21'-9' 27-11" 27-5" 21'-3" 25$' 24'-0" 27- 25-2" 24'4" 23-3" 24'-0' 24'-0' 22'-9" 20'-2" 19_-0-0" 19'-0" 19'-1" 18'-3" 18'-1"116'-11 17'-10 17'_3" 23'-8" 22'-8" 1'-10;21'-5"I20'-2" 22'-9" 21'-9" 21'-3" 29_7" 5'-1 O'l 4'40"24'-6" 23'-923'-4"22'-10' 254" 24'-1" 23'-5" Non- 20 1 10 21'-7" 20-5" 16-11' 25%7' 24'-3" 2Z-6' 29-3" 2T-7" 26-T' 31'-5" 30-T' X-C 22'-6" 21'-3" 19'-8" 10 25'4" 23'-6" 30'-6" 28'4' 264' Snow 20 15 20'-0" 19-3" 17'-T 24'-4" 27-11" 21'-1" 27'-7' 26-T 24'-0" 29-V 26-2" 25-7' 21'4" 20'-0" 18'-6" 25'-5" 3'-10' 22'-0' 8'41' 27'-1" 25'-0" 125% 20 20 19- 19-Y' 16'-10" 23'-3" 21'-9' 20-0" 254" 24'-5" 22'-9" 2T-1" 26-7' 24'-11' 20'-4" 19'-0" 17'-0" 24'-3" 22'-8" 0'-10' 27'-Z' 5'40' 23'-9" 25 10 29-T 19-5" 18'-1" 24'-T 23'-1" 21'-0" 25-1" 26-T' 24'-5' 2T-11" 2T4" 26.7" 21'4" 20'-2" 18'-10' 25'-6" 24'-1" 22'-5" 28'-1" 27'-4" 25-6" 25 15 19-T' 18'-5' 1T-1" 274" 21'-9' 204" 24'-4' 2Y-T 27-11" 26-9' 254" 24'-5' 20'-5" 19'-2" 17'-9" 24'40" 2'-10" 21'-2" 26'-2" 26-6" 24'-1" O.C. c. 30 10 19-T 19-T' 1T4" 27-5" 27-0 20-7" 24'-5" 24'-0" 23-5' 25-1" 25-' 26-T 20'-5" 19'-4" 18'-1" 24'-1" 23'-1" 21'-6" 26'-3" 25'-9" 24'-5" Snow 30 15 16-7" 1T-9' 16-6' 21'-1" 20-T 19-7" 23'-0" 27-5' 21'-9' 24'-7" 24-0' 23-3' 19'-7" 18'-0" 17'-2" 22'-8" 22'-0" 20'-5" 24'-8" 24'-1" 23'-3" 115% 40 10 Mr 1T-1" 16-720-1" 19-9" 19-3" 21'-10" 21'-T' 21'-1" 234' 23-0" 27-T 18'-7" 17'-10 16'-10' 21'-7" 21'-3" 20'-1" 23' 6" 23'-2" 27$' 15 15-10' 16'-0" 15-T 19-1" 19-8" 19-2" 20-10" 20-5" 19-10" 27-3' 21'-10' 2NT 18'-1" 17'4" 16'-1" 20'-0" 20'-1" 19'-3" 22'-4" 21'-11" 21'-4 r50 10_ 16-2" 15'-0 15-10"' 15-0" 15 3-'' II 14'-T 194" IT-T 19-1" MY 1T-9' 15-10' 19.41" 19-2° 19-T 18-10' 19-5' 185" '- 5" 21W 20- 21'-1" 29-T 17'-2" 16'-0" 15'-8" 15'4" 19'-8" 18'-10 19'-5" 18'-0" 18'-8" i 18'-1" 21'-5" 207''- 21'-_ 7" 20'- 7' 0' 40' 119'- 9" 1520-1" 19-0' 16'-8" 16' 4" Non- 20 1 10 204" 19-2" 1T-T 24'-7' 27-10' 21'-2" 26-10' 25-11" bf-1" 26-6' 28'-0' 26-0' 21'-2" 19'-11' 18'-6" 25'-2" 23'-9" 27-1" 28'-V' 27'-0" 2T-1" Snow 20 15 I9'-T ig-l"I 160 27-9' 21'-0" 19-19' 24'-9' 24'-0" 27-T' 25-5" 25.8" 24W 20'-0" 18'-10 17'4" 3'-10 22'-5" 20'-8" 26'-7" 25'-6" 23'-6" 125% 20 20 18*4' 1 17'-7' 16-9' 21'-2" 20-5" 19-T 2T-1" 274" 21'-3" M-T 2349' 22'-T 19'-1" 17'-10' 16'-5" 22'-9" 21'-4" 19'-7" 4'-10' 23'-11' 22'-3" 25 10 19-3' 18'-9" 17'-T 21'49' 21'-5" 20-2" 23-10" 23'4" 27.8" 26-T 24'-11" 24'-3' 20'-1" 19'-0" 17'-8" 23'-0" 22'-T' 21'-1" 25'-T' 25'-1" 23'-11' 25 15 19-T 1T4" 16-T 29-Y 1949' 19-1" 27-7 21'-0" 20-IT 23-9' 23'-1" 274" 19'-2" 18'-0" 16'-8" 21'-11" 21'-4" 19'-11' 3'-10' 23'-3" 22'-5" 19. 2" O. C. 30 10 18'-0" MY 15-3" 20-5" 20-1" 19-5" 27-3" 21'-11" 21'-4" 23-10' MY 22'-10" 19'-2" 18'-2" 16'-11 22'-0" 21'-7" 20'-2" 3'-11" 23'-6" 22'-11' Snow 30 15 16'-11" 16'-7" 164' 19-3" 18'-9' 19-2" 20-11" 20-5" 19-19' 27-5" 21'-10" 21'-2" 18'-3" 17'-4" 16'-1" 20'-8" 20'-2" 19'-7' 22'-6" 22'-0" 21'-3" 115% 40 10 15-2" 15'-11" 15-7' 18'-3" 18'-0" 17'-r 19-11" 19-0" 19-T 21'4" 21'-0" 20-7' 17'4" 16'-9" 15'-10' 19'-0" 19'-4" 18'-10' 21'-5" 21'-1" 20'$" 40 15 154" 1 9, WW-6' 1T-5" 17'-1" 1ti-7' 18'-11" 18'-T 164" 20-3' 19-10' 194' 16'-0" 5' 40 15'- 2" 16'- 2" 15'- 0" 14'- 11",14'-4" 15'- 2" 18'-8" 18'4" 1T-10' 20'-4" 20'-0" 19'-5" 50 50 10 15 14'- TJ"114'-4F 14'- 1" 14'- 1" 03- 10", 13'-T' 1541" 160 16- C 15- 7 15- 2" 154' 18'- 2' 1T- 5' 18'- 0"i 1T- 2" i 1T-" 16'- 9" 19- 5" 18'- 0" 19- 3" 18' 4' 19- 11" 1T- 11' 14'- 8" 1T-11",17'-9"117'-5" 17'- 2"'16'-11",16'-6" 19'- 7"19'-4"119'4" 18'- 9";18'-5" 18'-0" Non- 20 10 18'-10' 17'-9" 16-6' 22'-0" 21'-1" 19-7" 24'-0" 2T-5" 274" 25'-T' 25-0" 24'-3" 19'-7" 18'-6" 17'-2" 23'4" 22'-0" 20'-5" 25'-9" 25'-0" 23'-3" Snowl 20 1 15 177-10' 16-9" 16-5" 20-3" 19-6" 164" 27-1" 21'-5" 20-T' 23-U" 27-11" 27-0" 18'-6" 17'-5" 16'-1" 1'-10' 20'-9" 19'-7' 23'-7' 23'-1" 21'-9" 125% 20 26 16-9- 15'41" 14'-7" 19-11" 16-3" 1T-5" 20.8" 19-11" 19-0" 27-1" 21'-3- 294' 17'-8" 16' 7" 15--3" 20'-4" 19'-8" 18' 7' 22'-7' 21'-5" 27-5" 25 10 1T-3" 16-19' 15-9' 19-T 19-2" 19-7" 21'-3" 20-10' 29-7 27-9' 27-3" 21'-0" 18'-6" 17'-7" 16'4" 21'-0" 20'-7" 17-6" 7-10" 22'-5" 121'-9" 25 15 16'-1" 15'-7" 14'-10' 18'-7' mg, 1T-1" 19-10" 174" 19-r 21'-3" 29-T19-11" 17'-3" 16'-8" 15'-5" 19'-7" 19'-1" 18'-4" 21'-4" 20'-9" 20'-0" 24" o. c. 30 10 16-1" 16-10" 15'-1" 18'-3" 1T-11" 1T-0" 19-11" 19-7" 194' 21'-3" 20-11" 20-5- 17'4" 16'-10 15'-8" 19'-7" 19'-3" 18'-9" 21'-5" 21'-0" 20'-0" Snow 30 15 15'-7' 14'-9' 14'-4" 17'-2" 164164, 18'-9' 18'-3" 1T-0" 20-0" ig-T 18'-11" 16'-3" 15'-11' 14'-11' 18'-5" 18'-0" 17'-5" 20'-1" 17-11" 174' 115% 40 10 14'-5' 14'-2" 13-11" 164" 164" 16-9" 1T-10' 1T-7" 1T-7' 19-T 18'-9' 19-5' 15'-0" 15'-3" 14'-7" 17'-7" 17'4" 16-11' 19'-2" 18'-10"I 18-6 40 50 t 50 I 15 10 15 13'- 8" 13'- 2"1T' 17- T' 117A" 13'- 5' 13'-1" 15-0" 14'- 11" 14'- 3" 15- 3" 14'- 9" 14'- 0" 14'- 10" 16'-11" 15-T 16'-2" 18'-1" I "9' 1T-3" 14'-9" 14'-5" 14'-0" 13'- 7" 13'- 0" 16'- 8" 16'4" 16'- 0"i15'-10 15' 114'-11'i 15'- 11' 15'- T' 14'- 3" 18'- 2" 17'-10" 17'- 5"' 17'-2" 16'- 2" 15'-8" 17' 4" 16'- 7" 14'- 11' V 17-9' 1 17-1" W- 6" 13'- 9' 15- 3' 16- T'i 16'-1" 15" l14'-11" 15- 9" 1T4" 1G- 6" 1T- 2" 1G- 0" 16' 10" 15- 3. 14'-_ 2" 13'- 0"13* 13'- 11'} 41, 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 EVVP • Eastem Specifier Guide • 08104/2015 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psq [pst] 115% and 125% Load Duration BCI® 6000s 1.8 Series 25/,s" Flange Width 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 i 8/12 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 1 8/12 or to 1 to Less 8/12 12/12 Non- 20 10 26'-0" 24'-6" 22'-9" 30'-11" 29'-2" 27'-0" 35'-2" 33'-2" 30'-9" 38'-10" 36'-7" 34'-0" Snowl 20 15 NJ" 23'-1" 21'-4" 29'-3" 27'-6" 25'-0" 33'-3" 31'-3" 28'-10" 36'-9" 34'-6" 31'-10" 125%1 20 20 23'-6" 22'-0" 20'-2" 27'-11" 26'-1" 24'-0" 31'-9" 29%9" 2T-4" 35-1" 32'-10" 30'-2" 24'-8" 23.4" 21'-8" 29'-4" 27'-9" 25'-10" 33'4" 31'-6" 29'-4" 36'-10" 34'-10" 32'-5" 23'-6" 22'-2" 20'-0" 28'-0" 264" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" 12° 23'-7" 22'-4" 20'-10" 28'-0" 26'-7" 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" o.c. Snow 22'-7" 21'-4" 19'-9" 26'-11" 254" 23'-0" 30'-7" 28'-10" 26'-9" 33'-0" 31'-11" 29'-7" 115% F51 21'-5" 20'-7" 17-5" 25'-6" 24'.6" 23'-1" 29'-0" 27'-10" 26'-3" 31'4" 30'-9" 29'-0" 21'-1" 20'-0" 18'-7" 26-1" 23'-9" 22'-2" 27'-11" 27'-1" 25'-2" 29'-10" 29'-3" 2T-10" 17-19' 17-1" 18'-1" 23'-T' 2Z-8" 21'-0" 26'-9" 26-9" 24-0" 28'-8" 28'-3" 2T-1" 19'-10" 18'-11" 17'-8" 23'-T' 2Z.6" 21'-0" 25'-8" I 25'-3" 23'-11" 27'-5" 2T-0" 26'-5" Non- 20 10 23'-6" 27-2" 20'-7" 28'-0" 26'-5" 24-0" 31%10" 30'-0" 27.-10" 35.-2" 33'-2" 30'-10" Snow 20 15 22'-3" 20--11" 19,-4" 26-0" 24.-11" 23'-0" 30'-2" 28'4" 26'-2" 33-4" 31'-4" 28'-11" 125% 20 20 21'-3" 19'-11" 18'4" 25'-3" 23'-8" 21'-9" 28'-9" 26'-11" 24'-9" 31'-5" 29'-9" 27'-5" 25 10 22'-4" 21'-1" 19'-8" 26'-T' 25'-1" 23'-5" 30'-3" 28'-7" NJ" 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" 30 1 10 21'4" 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 1 28'-4" 2T4" 25'-6" 30'4" 29'-9" 28'-3" O.C. Snow 30 15 20'-0" 1914" 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" 29-11" 25'-5" 25'-0" 23'-10" 27'-2" 26'-9" 26'-2" 40 15 19'-1" 18'-1" 16-10" 22'-2" 21'-0" 20'-1" 24'-2" 23'-8" 22'-10" 25'-10" 25'-4" 24'-8" 50 10 18'-0" 1T-3" iv-4" 21'-3" 20'-0" 19'-0" 2T-2" 22'-11" 22'-2" 24'-9" 24'-0" 24'-1" 50 15 1T-11" 1T-1" 16'-0" 20'-4" 20'-0" 19'-0" 27-2" 21'-10" 21'-4" 23'-9" 1 23'-4" 22'-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" noSw 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'-4" 26'-7" 24'-7" 30'-8" 29'-5" 27'-2" 125% 20 20 19'-11" 1 18'-8" 1 1T-2" 23'-9" 22'-3" 20'.5" 26'-10" 25'4" 23'-3" 28'-8" 27'-8" 25'-9" 25 1 10 21'4" 19'-10" 18'-6" 24'-11" 23'-7" 27-0" 2T-8" 26'-10" 25'-0" 29'-7" 28'-11" 27'-8" 25 15 20'-0" 18'-10" 17'-5" 23'-8" 22'-5" 20'-9" 25'-9" 25'-1" 23'-7" 27'-7" 26-10" 25'-11" 19.2" o.a 30 10 20'-1" 19'-0" 17'-9" 23'-9" 22'-7" 21'-1" 26-10" 25'-5" 24'-0" 2T-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'-0" 21'-3" 20'-10" 17-8" 23'-2" 22'-10" 224" 24'-9" 24'-5" 23'-11" 40 15 17'-10" 17'-0" 15'-10" 20'-2" 17-10" 18'-10" 22'-0" 21'-7" 21'-0" 23'-0" 23'-1" 22'-0" 50 10 16'-10" 16'-2" 164" 17-5" 19'-2" 18'-3" 21'-1" i 20'-10" 20'$" 22'-7" 22'4" 21'-11" 50 15 16'-4" 16'-1" 1 15'-0" 18'-T' 18'-3" 1T-10" 20'-3" 19'-11" 19'-5" 21'-0" 21'-3" 2 AU' Non- 20 10 20'-6" 19'4" 17'-11" 24'4" 23'-0" 21'4" 27'-9" 26'-2" 24'-3" 29'-9" 28'-11" 26'-10" Snow 20 15 19'-4" 18'-2" 16-10" 23'-0" 21'-8" 20'-0" 25'-8" 24'-8" 22'-9" 27'-5" 26'-7" 25'-2" 125% 20 20 18'-6" 17'-3" 16-11" 27-0" 20'-7" 18'-11" 23'-11" 23'-1" 21'-7" 25'-7" 24'-9" 23'-7" 25 10 19'-5" 18'-4" 17'-1" 27-8" 21'-10" 20'4" 24'-8" 24'-2" 23'-2" 26'-5" 25'-10" 25'-2" 25 15 18'-6" 1 T-5" 16'-2" 21'-2" 20'-7" 19'-3" 23'-0" 22'-5" 21'-8" 24'-8" 24'-0" 23'-2" 24" 30 10 18'-7" 1T-7" 16'-5" 21'-2" 20'-10" 19'-0" 23'-1" 22'-8" 22'-2" 24'-9" 24'-3" 23'-8" o.c. Snow 30 15 17'-7" 16'-9" 15'-T' 19'-11" 19'-6" 18'-7" 21'-9" 21'-3" 20'-0" 23'-3" 22'-8" 21'-11" 115% 40 10 16'-9" 16'-2" 15'-3" 19'-0" 18'-8" 18'-2" 20'-0" 20'4" 20'-0" 22'-1" 21'-9" 21'-4" 40 15 16-11" 15'-7" 14'-8" 18'-0" 17'-8" 17'-7' 19'-8" 19'-3" 18'-9" 21'-0" 20'-T' 19'-8" H50 10 15'-3" 14'-7" 14'-11" 14'-4" 14'-3" 1T-4" 17'-1" 16'-10" 15'-11" 18'-10" 18'-8" 18'-4" 1T-11" 17'" i 16' 6" 19'-10" 19'-5" 18'-9" 50 15 13'-11" 16'-T' 16'4" 18'-3" 17'-0" 16-10" l r WIT fir%, j•., 1 '' - -- 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 11'/:' BCI.6500s 1.8 4/12 T 4/12 8/12 or to to Less 8/12 12/12 14" BCI° 6500s 1.8 16" BCI.650_0s 1.8 4/12 --4/12 8/12 or to to Less 8/12 12/12 4/12 or 1 Less 4/12 to 8/12 1 8/12 to 12/12 4/12 or Less 4/12 to 8/12 8/12 to 12/12 Non- 20 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-B" 35'-0" Snow 20 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-1" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125% 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36'-1" 33'-10" 31'-1" 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.G 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'-B" 32,-10" 30'-6" 115% 40 10 22'-2" 21'-3" 20'-0" 26'-4" 25'-3" 23'-10" 29'-11" 28'-8" 27'-1" 33'-0" 31'-8" 29'-11" 40 15 21'-9" 20'-7" 19'-3" 25'-11" 24'-6" 22'-10" 29'-5" 27'-10" 25'-11" 31'-5" 30'-9" 28'-8" 50 10 50 15 20'-6" 20'-6" 19'-8" I 19'-6" 18'-8" 18'-3" 4'- 24" 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'-11" 29'-4" 27'-10" i 28'-5" 27'-3" Non- Snow 125% 20 20 20 10 15 20 24'-4" 23'-0" 21'-11" 22'-11" 21'-7" 20'-6" 21'-3" 19'-11" 18'-11" 28'-10" 27'-4" 26'-1" 27'-2" 25'-8" 24'-5" 25'-3" 23'-8" 22'-5" 32'-10" 31'-1" 29'-8" 30'-11" 229'-" 27'-9" 28'-8" 26'-11" 25'-6" 36'-3" 34'-4" 32'-9" 34'-2" 32'-3" 30'-8" 31'-9" 29'-9" 1 28%2" 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 31'-2" 29'-5" 27'-5" 34'-1" 32'-6" 30'-3" 25 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 29'-8" 27'-11" 25'-11" 31'-10" 30'-11" 28'-7" 16 o.G11 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-1" 29'-9" 28'-2" 26'-4" 31'-11" 31'-2" 29'-1" Snow 30 15 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-1" 26'-11" 25'-0" 30'-0" 29'-4" 27'-7" 115% 40 10 20'-0" 19'-3" 18'-2" 23'-10" 22'-10" 21'-7" 26'-9" 26'-0" 24'-6" 28'-7" 28'-2" 27'-1" 40 15 19%9" 18'-8" 17'-5" 23'-4" 22'-2" 20'-8" 25'-5" 24'-11" 23'-6" 27'-2" 26'-8" 25'-11" 50 t 10 15 18'-6' 18 17'- 9" 8" t 16'- 11"_ 16'- 6"21'-5' 22'- 1" 21'-2" 20'-1" 19'- 8" 24'- 5" 23- 5 22'- 10" 22'- 4" 26'- 1" 25- 0 25'- 9" 24'- 7" 25'- 3" 24'- 0"50Non- 20 10 22'-10" 21'-6" 20'-0" 27'-1" 25'-7" 23'-9" 30'-10" 29'-1" 27'-0" 34'-0" 32'-1" 29'-10" Snowl 20 1 15 21'-7" 20'-3" 18'-9" 25'-8" 24'-1" 22'-3" 29'-2" 27'-5" 254" 32'-3" 30'-3" 27'-11" 125% 20 T20 20'-7" 19'-3" 17'-9" 24'-6" 22'-11" 21'-1" 27'-10" 26'-1" 24'-0" 30'-2" 28'-9" 26'-6" 25 10 21'-8" 20'-6" 19'-1" 25'-9" 24'-4" 22'-8" 29'-1" 27'-8" 25'-9" 31'-1" 30'-6" 28'-5" 25 15 20'-8" 19'-5" 18'-0" 24'-6" 23'-1" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26'-11" 19. 2" o. G 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'-11" 115% 40 10 40 I 15 50 10 50 15 18'- 10" 18'-1" 17'-1" 18'- 6" 17'-6" 16'-4" 17% 5" f 16'-8" 15'-101, 17'- 3" 16'-7" 15'-6" 22'- 4" 21'- 3" 20'- 5" 19'- 7" 21'- 5" 20'- 10" 19 - 10" 19'- 3" 20'- 3" 24'-4" 23'- 2" 24'- 0" 22'- 9" 22'- 0" 21'- 0" 23'- 0" 22'- 1" 21'- 5" 1 20'-6" 26'- 1" 25'-8" 25'-2" 24'- 9" 23'- 9" 22'- 10" 24'- 4" 23'-8" 19'-5" 18'- 10" 18'- 5" 22'- 3" 21'- 4" 23'- 6" 23'-1" 1 22'-2" 21'-2" Non- 1 20 1 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" Snowl 20 1 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'-11" 28,-0" 25'-11" 125% 20 20 19'-1" 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26'-11" 26'-0" 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'-4" 25 15 19%1" 18'-0" 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 25'-11" 25'-3" 24'-4" 24" O. G 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 40- 15_ 50 10 50 15 17'- 5" 16'- 9" 16'- 1" 15% 5' 16'- 8" 15'-9" 16'- 2" 15'-1" 15'- F' 14'-B" 15'- 2" 14'-4" 20'- 0" 19'- 0" 19'- B" 18'- 7" 18'- 9" 18'- 0" 17'- 5" 15'- 11" 21'- 9" 20'- 8" 19'- 6" 17'- 11" i 21'- 5" 20'- 4" 19'- 0" 17'- 4" 21'- 0" 19'- 3" 18'- 5" 16'- 6" 23'- 3" J 21'- 7" 19'- 10" 18'- 3" 22'- 11" 22'-3" 20'- 9" 19'-8'- 19'- 5" i 18'-9" 17'- 8" 16-10" 18'- 3" 17'- 3" 18'- 0" 16'- 8" 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 • 08104/2015 Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. Live Dead Load Load psfJ [psfJ 115% and 125% Load BCI® 60s 2.0 Series 25/,6" Flange Width Duration BCI® 90s 2.0 Series 3Y2" Flange Width 11Y:' 1310I.60s 2.0 14" BCIO 60s 2.0 16" BCIO 60s 2.0 11Va" 4l12 or Less BCIO 90s 2.0 4/12 8/12 to to 8/12 12/12 14" BCIO 90s 2.0 4/12 4/12 8/12 or I to i to Less ; 8/12 ;12/12 16" BCIO 90s 2.0 4/12 or Less 4/12 to 8/12 8/12 to 12/12 4/12 14/12 or to Less 8/12 8/12 I 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 to 12/12 Non- 20 1 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 1 15 32'-4" X-C 28'-0" 36'-9" 34'-6" 31'-10' 40'-8" 38'-3" 35'-3" 37'-0" 34'-9" 32'-1" 41'-11" 39'-4" X-C 46'-5" 43'-7" 40'-3" 125% 20 1 20 30'-10' 28'-10' 26'-6" 35'-1" 32'-10' 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 39'-11" 37'-5" 34'-5" 44'-3" 41'-5" 38'-1" 25 1 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'-11" 37'-1" 35'-0" 32'-7" 42'-0" 39'-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" 39'4" Snow 30 15 29'-8" 28'-0" 26'-0" 33'-9" 31'-10" 29'-7" 37'-5" 35'-3" 32'-9" 34'-0" 32'-1" 29'-9" 38'-6" 36'-4" 33'.9" 42'-8" 405" 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"I 28' 8"27'-2" 28'-5"' 26'-7" 33'-10"11 33'-10"I 32'-5" 32'-3" 30'-10' 30'-1" 37'-6" 37'4" 35'-11" 135'-8" 34'-2" 33'-5" Non- 20 10 30'-11" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'-1" 35'-4" 33'-4" 31'-0" 40'-1" 37'-10' 35'-1" 44'-5" 41'-11" 38'-11" Snow 20 15 29'-3" 27'-6" 25'-5" 33'-4" 31'-3" 28'-10' 36'-11" 34'-8" 32'-0" 33'-6" 31'-6" 29'-1" 37'-11" 35'-8" 32'-11" 42'-0" 39'-6" 36'-6" 125% 20 20 27'41" 26'-2" 24'-1" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'-11" 29'-11" 27'-6" 36'-2" 33'-11" 31'-2" 40'-1" 37'-7" 34'-7" 25 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" 35'.4" 33'-6" 31'-3" 32'.1" 30'-5" 28'-4" 36'-4" 34'-5" 32'-2" 40'-3" 38'-2" 35'-8" Snow 30 15 26'-11" 25'-5" 23'-7" 30'-7" 28'-10' 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10" 32'-11" 30'-7" 38'-7" 36'-5" 33'-10' 115% 40 10 25'-6" 24'-6" 23'-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10' 29'-2" 29'-2" 28'-0" 26'-5" 33'-1" 31'-9" 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" 264" 32'-7" 30'-10" 28'-9" 36'-1" 34'-2" 31'-10" 50 10 23'-7" 22'-8" 22'-6" 21'-6" 21'-0" 26'-10' 26'-10' 25'-9" 25'-7" 24'-6" 23'-11" 29'-9" 28'-7" 28'-7" 27'-8" 27'-1" 26'-5" 27'-0" 27'-0" 25'-11"' 24'-7" 25'-9" . 24'-1" 30'-7" 30'-7" 29'-5" 29'-2" 27'-11" 27'-3" 33'-11"- 32'-7" 33'-11" i 32'-4" 30'-11" 30'-3" 50 15 23'-7" Non- 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 L2O 15 27'-6" 25'-10' 23'-10' 31'-3" 29'-5" 27'-1" 34'-8" 32'-7" 30'-l" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-l" 34'-3" 125% 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" 3-Tr T 35'-3" 32'-5" 25 10 27'-7" 26'-1" 24'-3" 31'-4" 29'-8" 27'-7" 34'-9" 32'-10' 30'-7" 31'-6" 29'-10" 27'-9" 35'-9" 33'-10' 31'-6" 39'-7" 37'-5" 34'-11" 25 15 26'-3" 24'-9" 22'-11" 29'-11" 28'-2" 26'-1" 33'-1" 31'-2" 28'-11" 30'-1" 28'-4" 26'-3" 34'-1" 32'-1" 29'-9" 37'-9" 35'-7" 32'-11" 19.2 O.C. 30 10 26'-4" 25'-0" 23'-4" 30'-0" 28'-5" 26'-6" 33'-2" 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" 37'-10" 35'-10" 33'-6" Snow 30 15 25'-3" 23'-10' 22'-2" 28'-9" 27'-1" 25'-2" 31'-10" 30'-0" 27'-11" 28'-10" 27'-3" 25'-4" 32'-9" 30'-11" 28'-8" 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 50 50 15 10 15 23'-7" 22'-2" 22'-2" 22'-4" 21-3" 21'-2" 20'-10' 20'-3" 19'-9" 26'-10' 25'-3" 23'-9" 25'-5" 24-2 `" 23'-0" 23'-8" 23'-0" 21'-11" 28'-1" 25'-10' 23'-9" 27'-0" 25'-3" 23'-0" 25'-7" 24'-5"- 21'-11" 26'-11" 25'-4". 25'-4" t 25'-6" 24'-4" 1 24%2" 23'-10" 23'-1" 22'-7" 30'-7" 28'-8" 28'-8" 28'41" 27'-7" 1 27'-5" 27'-0" 26'-2" 25'-7" 33'-10"32'-1" 31'-10' j 30'-7" 29'.8"' 28'-8" 29'-11" 129'-1" Non- 20 10 26'-11" 25'-5" 23'-7" 30'-7" 28'-10' 26'-10' 33'-11" 32'-0" 29'-8" 27'4'126'4'123'41" 9" 29'-0" 27'-0" 34'-10" 32'-11" 30'-7" 38'-7" 36'.5" 33'-10' Snow 20 15 25'-6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-l" 30'-2" 27'-10'1" 27'-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125% 20 20 24'-3" 22'-9" 20--11" 27'-7" 25'-10' 23'-10' 30'-7" 28'-8" 26'-4" 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 1 10 24'-5" 23'-1" 21'-7" 27'-9" 26'-3" 24'-6" 30'-9" 29'-1" 27'-2" 27'-11" 26'-5" 24'-8" 31'-7" 29'-11" 28'-0" 35'-0" 33'-2" 31'-0" Snow 30 15 23'-4" 22'-1" 20'-6" 26,-7" 25'-1" 23'-4" 27,-4" 26,-1" 24'-5" 26'-9" 25'-3" 23'-5" 30'-3" 28'-7" 26'-7" 331-71, 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 50 50 15 i 10 15 21'-10" 20'-6" 19'-0" 20'-8" 19'-8" 18'-4" 19'-3" 18'-9" 17'-6" 22'-5" 20'-8" 19-'-0" 21'-6" 20'-2" 18'-4' 20'-5" 19'-6" 17'-6" 22'-5" 20'-8" 19'-0" 21'-6" 20'-2" 18'-4" 20'-5" 19'-6" 17'-6" 24'-11" 23'-7'. 22'-0" 23'-5" 22'-6" 21'-5" 23'-4"; 22'-4";20'-11" 27'-9" 26'-8" 25'-0" 28'-0" 26'-11" 25'-6" 25'-7" 23'-6" 24'-11" 22'4" 24'-1" 21'-8" 25'-9" 23'-8"22'-11'121'-10" 25'-2" ; 24'-4" Boise Cascade EVVP - Easlern Specifier Guide • 08/04/2015 Roof Load Tables Allowable Uniform Roof Load in pounds per•lineal foot [PLF]) Use vi tnese tames snoulU De nmiteu to FOOT slopes or a72 per root or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 13/" Flange Width 9'/ 2" BCI® 4500s 1.8 11'/*" BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load ! Deflect. Total Load Deflect. Total Load ; Deflect. Total Load I Deflect. Span Length I Non- Snow I Snow 115% 125% U240 Snow 115% Non- Snow 125% U240 Non- I Snow ' Snow I 115% 125% U240 Snow 115% Non - Snow 125% U240 6 315 j 343 I - 338 367 353 • 383 356 387 7 270 294 289 315 302 329 305 332 8 236 257 253 275 264 i 287 - 267 290 9 210 228 I - 225 245 235 255 1 - 237 258 10 189 205 202 220 211 i 230 - 214 232 11 172 187 184 200 192 I 209 - 194 211 12 147 I 160 i - 169 183 176 191 - 178 193 13 125 136 i - 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 I 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 1 43 1 33 61 67 54 73 79 ! - 83 90 22 56 61 47 66 72 - 76 82 23 51 54 42 61 66 - 69 75 24 47 48 37 56 I 60 ; 54 64 69 25 43 43 32 51 56 48 59 64 26 47 51 ' 42 54 59 27 r 44 1 48 38 50 54 28 41 I 44 34 47 51 46 29 i 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 CALCO software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least A inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastem specifier Guide • 0810412M Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) use oT inese moles snoula De Ilmltea io rooT slopes oT J/2 per rooi or less. For steeper slopes, see pages 15-18. BCI® 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 5000s 1.8 11Ma" BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Length Snow 115% Non -Snow 125% U240 Snow 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 48 27 51 55 43 28 47 50 38 Boise Cascade EWP - Eastem Specifier Guide • 08/04/2015 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Vae Vi llleSe ldule, 511Vuiu Ue llflllteu to 1VV1 Slupeb of 072 per foot or less. For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16" Flange Width 9Y2" BCI® 6000s 1.8 11"W 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 Non- Snow Snow 115% 125% L/240 Snow 115% Non- Snow 125% L/240 j Non- Snow I Snow 115% i 125% L/240 Snow 1150/ 6 I Non - I Snow 1250/ 6L/240 6 360 392 375 408 390 424 - 398 432 ! - 7 309 336 I - 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 l 212 i - 199 216 13 166 180 173 188 180 196 - 183 i 199 - 14 145 158 135 161 175 167 182 - 170 185 - 15 126 I 137 111 150 163 156 169 - 159 173 - 16 111 ! 121 I 92 140 153 146 159 - 149 1 162 - 17 98 I 101 78 126 137 137 149 - 140 152 - 18 86 86 66 112 122 108 130 141 - 132 144 l - 19 74 74 56 101 110 92 120 1 130 - 125 136 - 20 63 63 48 91 99 80 108 117 - 119 129 - 21 55 55 42 83 90 69 98 107 - 112 122 22 48 48 36 75 79 1 60 89 97 88 102 111 23 42 42 32 69 70 1 53 82 89 78 93 101 24 61 61 47 75 81 68 86 ; 93 25 l 54 54 42 69 75 61 79 86 26 49 49 37 64 69 54 73 79 27 1 43 43 33 59 63 ' 48 67 73 65 28 11 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 Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Base Cascade EVVP • Eastem Specifier Guide • 08;0412015 Roof Load Tables Allowable Uniform Roof Load y (in pounds per lineal foot [PLF]) use vT these [awes snuulu ve Ilmlteu tv Ivul SIupub UI J/2 {gel Ivvl vt le,b. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 29/16" Flange Width 9Y2" BCI® 6500s 1.8 117/6" BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load I Deflect. Total Load Deflect. Total Load Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125% L1240 Snow 115% Non- Snow 125% L1240 Snow 115% Non- Snow 12511/6 U240 Snow 115% Non - Snow 125% L1240 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 1 168 147 161 175 167 182 170 185 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 1 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 - Oa10412015 Roof Load Tables 23 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 31/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3Y2" Flange Width 11'/s' BCI®60s 2.0 14" BCI®60s 2.0 16" BCI® 60s 2.0 117/V BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 IDefiect 1 Load Deflaact Total Load 1TotalLoad11 befle Span Length Snow MOM Non- Snow I0r240 Total Snow 115%) Non- Snow 101 PC0 Snow Non- Snow 01 NQ Snow 0 Non- Snow 0I Nno Snow Non- Snow 0L040,0 SnowjSnow Non - l o 6 413 449 413 449 413 449 507 551 510 555 514 559 7 354 385 354 385 354 385 434 472 437 476 441 479 8 309 336 309 336 309 336 380 413 383 416 385 419 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 65 65 50 94 94 72 95 103 96 96 73 117 128 104 118 129 27 58 58 44 85 85 65 91 99 87 86 86 65 1 113 123 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 76 106 115 102 30 43 43 32 62 62 47 82 84 64 63 63 48 91 91 69 102 111 93 31 1 56 56 43 76 76 58 57 57 44 82 82 63 99 108 1 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 1 58 1 44 44 44 33 63 63 48 85 85 65 35 53 53 41 40 40 31 58 58 44 78 1 78 i9j 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 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. Boise Cascade EVVP - Eastem Specifier Guide - 08/04/2015 Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL° 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 plfl Moment ft-Ibs] El x 106 lb-in2] K x 10e Ibs] Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 1'W Bearing 3'W Bearing 3'N" Bearing 5'/." Bearing No WSt'r : WSj2 ; No WSM WSt2tNoMMWSt2rNoWSMWSt2i 9% 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 2525 2750 4500s 11"'K 1 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1.8 14 2.7 3585 380 8 1825 950 1525 1 1450 1725 2350 3050 2525 3200 16 3.0 4090 515 9 1975 950 1625 1475 1975 2400 3200 ' 2525 3350 9%2 2.3 2725 175 5 1475 950 1125 1125 1275 2100 , 2350 i 2525 2750 5000s 11% 2.6 3485 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1.8 14 2.9 4130 430 8 1825 950 1525 1475 1725 2350 3050 2525 3200 16 3.1 4715 580 9 1975 950 1625 1500 1975 2400 3200 2525 3350 9% 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000S 11% 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 2850 2900 3000 1.8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 9% 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6500s 11Y- 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 325060S117/• 2.0 14 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 0 16 3.8 8520 895 9 2175 1175 1625 1550 1975 2750 3650 ' 3200 3750 4.3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 435090S11% 2.0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 0 16 4.9 1130501 1330 9 2550 1475 2150 1900 2350 3425 4000 i 4200 4650 NOTES: 1) No web stiffeners required. 2) Web stiffeners required. Moment, shear and reaction values based upon a load duration of 100% and may be adjusted for other load durations. Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) 0 = 5w1' W12 384 EI + K deflection [in] w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb-inz] 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'o x 2.5' 2 1 %2 4 1'/2 8d Common 0.131'o x 2.5' 2 1% 4 3 10d & 12d Box 0.128'e x 3', 3.25' 2 1 %2 4 3 16d Box 0.135'e x 3.5' 2 1 %: 4 3 10d & 12d Common & 16d Sinker (0.148'0 x T, 3.25') 3 2 6 4 16d Common 0.162'e x 3.5' 3 2 6 4 RMO I7ianhranm TahlP (1) BCI• Series Dia hra m Capacity mrn Ib/ft 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 edgesinbuildingcode 6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges 480 Ib/ft for 4" o.c. nailing, staggered @ panel edgesinbuildingcode 60s, 90s linAs permitted for 3x framing As permitted for 3x framing in building code with nail 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 A 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 • 08/0412015 Boise Cascade Rimboard Product Profiles 91/z' 117/6" 1411 1611 1 ", 11/8" 1 „ 15/16" 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 (a. Parallel See chart for vertical load capacity. 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. Connection per design professional of record's specification for shear transfer. Exterior Wall Sheathing Max. t'/a• thickness BCIe/Acloft _ \ Perpendidlwler or parallel to rim 14 Ito' die through bolt (ASTM A307 Grades A110, SAE J429 Grades 1 or 2, or higher with washers and nuts) or W die tg screws (full penetration), staggered Mln •n ""Mn"M•Ifl/,n MA n41"Alw Deck Joist Length I Connection 12'-0' b less 2 rows W took or lag screw, 24• oa 300 off maxji 12W-18'-0' 1 2rowsWbolt orlag screw, W o. o. (450 pit max ) Note: For araw bads greater Nan 40 psf, and/or dead bads greater Nan 10 pat, sae oerinMpn per max pe values shown abom Treated Ledger - Usc only fasteners that are approved for use with corresponding wood treatment. BOISE CASCADE' Rimboard Notes: Design of moisture control by others (only structural components shown above). For information on deck lateral load connections to meet the 200912012 IRC, contact Boise Cascade EWP Engineering. For use of proprietary screws to attach ledger, oonsull screw manufacturer literature. For further information on residential deck design, see AWC DCA 6, Prescriptive Residential Wood Deck Construction Guide Boise. Cascade' 1''Rimboard Properties f.11L ,i;•., r ^tt t.'4+ :1 17n^r e.•-_ '. +':, r:. i ter' .ri'' Y .. I Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain Product I Ito Ib/ft Ibrtn' Ib/in Ib/in' Ibrin' V BC RIM BOARD° m 1" BC RIM BOARD° OSB (2) 3300 3500 180 Limited s abilities, see note 2 pan capabilities, 1t/a" BC RIM BOARD° OSB m 4400 3500 180 Limited span capabilities, see note 2 a o (,) 1 /,e' 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 (1) 5700 4300 Permitted per building code for all nominal 2' thick framing floor diaphragms 3100 2,000,000 285 750 Notes Product ClosestAllowable Nail Spacing - 1. See ICC ESR 1040 for further V BCRIMBOARD•m 1'/a" BC RIM Phil" VERSA -LAM 1'/4" VERSA -LAM* Narrow Face [in] product information. 1" BCRIMBOARD' OSB (a BOARD• OSB (a 1,41800(s) 2.031000) 2• See Performance Rated 8d Box (0.113'0 x 2.5') 3 3 3 3 Rim Boards, APA EWS W845K for further product information. 8d Common - ( 0.131'e 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 3.5') 3 3 10d & 12d Common & 4 4 16_d Sinker (0.148_e x 3_' 3 25') 66 16d Common, (0.162'e x 3.51 Boise Cascade EWP - Eastern Specifier Guide • 0810412015 VERSA -LAM® Products An Introduction to VERSA -LAM® Products When you specify VERSA -LAM® laminated veneer headers/beams, you are building quality into your design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSA -LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSA LAMO - Beam- Architectural_ Specifications_ ^_ T 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--V-ERSA-LAW Beams-------- See Note 3 Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw '/ Depth anywhere within the shaded area of the beam. o p '/a Depth 3. The horizontal distance between adjacent holes must be °/a Depth at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four 41footlongsectionofbeam. i/3 span 1/3 Span 5. The maximum round hole diameter permitted is: End Bearing Intermediate Bearing Beam Depth Max. Hole Diameter 51N, W, 7'/4" 1" 9W and greater 2" 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 - 0810412015 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 at bearing. h' air space required Strap per code If top plate Is not continuous over header. Verify hanger tom/ capacity with hanger manuhacturer y , between VERSA LAM• concrete column and wood. Column connector per design 1® 1®TT.mmers 1® professional 1®• of record Slope seat cut Bevel cut ) Beam to concrete/masonry walls Bearing framing into wall I Wood top plate must be flush I with Inside of wall Strap per code If Sloped seat cut t Hanger top plate Is not Not to exceed Inside face t I 1 \, continuous of bearing. DO NOT bevel xart VERSA LAM• beyond Inside face of wall without approval from Blocking not shown for clarity. Boise Cascade EWP Engineering Moisture barrier between concrete and woodorBCCALC• software analysis. VERSA -LAM* Installation Notes Minimum of W airspace between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. VERSA -LAM• beams are intended for interior applications only and should be kept as dry as possible during construction. Continuous lateral support of top of beam shall be provided (side or top bearing framing). Multiple -Member -Connectors Side -Loaded Applications Maximum Uniform Side Load [plf) Nailed m %" Die. Through Boll ") Y." Dla. Throu h Bolt") Number 2 rows 16d 3 rows 18d 2 rows 2 rows 2 rows 2 rows 9 2 rows ® 2 rows of Sinkers ® Sinkers @ 24" o.c. 12' o.c. C 6" o.c. 24" o.c. 12' o.c. @ 6" o.c. Members 12" o.c. 12" o.c. staggered sta ered staagered staggered staciaered staggered 1%" VERSA -LAM* (Depths of 18" and less) 2 470 705 1 505 101 1 2020 56D 1120 2245 3m 350 1 525 375 755 1515 420 840 1685 4(3) use bolt schedule 335 670 1345 1 370 745 1495 3%" VERSA -LAM' 2P) use bolt schedule 855 1715 N/A 1125 2250 N/A 1%" VERSA -LAM• (Depths of 24") Number Nailed m A" Dla. Through Bolt") W Dia. Through Bolt") 3 rows 16d 4 rows 16d 3 rows 9 3 rows @ 3 rows ® 3 rows Q 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. stag ered staggered staggered staggered staggered staggered 2 705 940 755 1010 1515 840 1120 1685 3 m 525 705 565 755 1135 630 840 126D 4 x'> use bolt schedule 505 670 1010 560 745 1120 1. Design values 8"N b c min bolts that conlgmr to AN IIASME standard B18. 1-19 1 A TM A307 Grades Ail . SAE J42 rades 1 or , o 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 myst be at least 2' for 'A* bolts and TW for %' boils. Boll 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 boot nails = 0.135' diamater x 3.5" length, l5d sinker nails = 0.148' diameter x 3.25' length. pdoaded4. 7' wide beams mu f 4 to or boded from bot sides (lesser side shall be no less than 25%of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing m Maximum Uniform Load From One Side 2) W plies Depths 11W & less 2 rows 16d box/sinker nails @ 12' o.c. 400 pit Depths 14' -18" 3 rows 16d box/sinker nails @ 12' o.c. 600 pit Depth = 24' 4 rows 16d box/sinker nails @ 12' o.c. 800 pit 3)1'/." plies") Depths 11W 3 less 2 rows 16d box/sinker nails @ 12" o.c. 300 pit Depths 14' -18' 3 rows 16d box/sinker nails @ 12' o.c. 450 pit Depth = 24' 4 rows 16d box/sinker nails @ 12' o.c. 600 pit 4) 1Y.' plies Depths 18' 6 less 2 rows'b" bolts @ 24' o.c., staggered 335 pit Depth = 24' 3 rows W bolts @ 24' o.c., staggered eve 8' 505 pit 2) 3'/r" plies Depths 18" 3 less 2 rows W bolts @ 24" o.c., staggered 855 pit Depth 20" - 24' 3 rows %" bolts @ 24" o.c., staggered eve 8" 1285 pit 1. The nail schedules shown apply to both sides of a 3-member beam. 2. 16d box nails - 0 135'diameter x 3.7 length, 1 sinker nab = 0.148' diameter x 3. 5' length. 3. Beams wider than 7' must be designed by the engineereeoff record. 4. AD values inincreasedbthese tables ab 15%forsnv*b d roofs kir non - snow bad mob w ae hbiddngcode aim. S. Use allowable load tables or BC CALC'software to size beams. 6. An equivalent specific gravity of 0.5 may be used when designing s C' fix RSA -LAMconng.ctionswith VE TConnec' n values are based upon the 2012 NDS. 9. FastenMaster TmssLok, S1 on Strong -TNSOWorSDS, #Z SP INS screws may also be used to connect multiple member VERSA- CaheaBoise Cascade or further information. Designing Connections for Multiple VERSA -LAM® Members When using multiple ply VERSA -LAM* beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load -carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple -ply VERSA -LAM* floor beam. Given Beam shown below is supporting residential floor load 40 psi live load, 10 psi dead load) and is spanning 16'-0". Beam depth is limited to 14". _ Hangers not shown k, for clarity 18, Find: A multiple W." 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' 12 = 16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC• to size beam. A Triple VERSA - LAM° 2.0 3100 1W x 14" is found to adequately support the design loads 3. Calculate the maximum pit load from one side the right side in this case). Max. Side Load = ( 18' / 2) x (40 + 10 psf) = 450 pit 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 1%" VERSA - LAM', 3 members. 5. The proper connection schedule must have a capacity greater than the max. side load, Nailed: 3 rows 16d sinkers @ 12" o.c: 525 pit is greater than 450 pit OK Bolts: W' diameter 2 rows ® 12" staggered. 755 pit is greater than 450 pit OK Some Cascade EWP • Eastern Specifier Guide • 0810412015 VERSA -LAM® Floor Load Tables VERSA -LAM® 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [pig KEY TO TABLE Middle Figure Allowable Live Load [pig Bottom Figures - Minimum Required Bearing Length at End I Intermediate Supports [inches] Span rtJ 1Y." VERSA -LAM• 2.0 3100 Double Pl1 SA LAM20 31 03100 or Triple PlyI VERSA -LAM 2.0 2. 0 3100 or Ouadrupl eP yYR/SAVERSA-LAM92 0 3100 or 7Y." 9'W' 1171' 14" 7'/' 9'W 117" 14" 16" 18" 24„ 9'W' 11'N' 14" 16" 18" 207 2r 117' 14" 1 16" 1 18" 1 20" 1 24„ 763 1063 1424 1795 1525 2126 2849 3590 4387 5232 522E 3189 4273 5384 6580 7848 7845 7838 5697 7179 8773 10463 1045 110451 6 7ffi 1525 1.814.4 2.4/&1 3.3/8.2,4,1/10. 1.814.4 2.4/&1 3.3/&24.1I70.35/126 6I15 6/15 2.4/&1 3.318.2,4.1I10.35/126 6/15 6/15 6175 33I&24.1/10.351126 6/15 6/15 6/75 479 746 979 1207 957 1492 1957 2414 2886 34ffi 3913 2237 293E 3622 4328 5103 587E 5870 3914 4829 5771 6803 7834 7826 8 322 724 643 1447 217117-31&713/7.51.513.7 2.3/5.7 317.5 719.3 1.51&7 2.3/5.7 317.5 3.7/9.3,4.4/11.1 2113 6115 3.7/9.3,4.4/11.1 2/13 6115 6115 3/7.5 3.7/9.3,4.4111.1 2113 6115 1 6/15 243 1 551 745 809 487 1102 140 1817 2148 1 25M 3126 1653 2234 2726 3222 3753 4322 4688 2978 W35 429E 5003 5763 6251 10 165 370 724 329 741 1447 1111 2171 2894 1.513 2.115.3 2.917.1 3.518.7 1.513 2.1/5.3 2.9/7.1 3.5/8.7,4.1I10.3 4.8112 6116 2.11533 2.9/7.1 3.518.7,4.1/10.3 4,8112 5.5/13.8 6115 2.9/7.1 3.518.7,4.1/10.3 4.8112 5.5113.6 6115 182 413 665 808 364 1 825 1 1330 1 1617 1904 1 2209 2839 1995 2425 2856 3313 3800 4259 2659 3233 3807 4417 W67 5679 11 124 278 544 1&418.5 247 557 1087 g714.4 1631 2175 1.5/3 1.7/4,4 2.817 1.513 1.714.4 2.817 41&5 4/10.1 4.7/11.71 6/15 2.817 4/8.5 4110.1,4.7111.75.41I&4 6/15 2.817 3.41&5 4/10.1 4.7I11.7;5.411&4 6115 139 317 585# 38. 279 634 1170 145E 1709 1977 2601 950 1755 2184 2564 2965 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 191 029 837 1372 64311.513.712.71&81&41&41&91&914.6/11.4 125E 2058 167512.7/&813.418.4 2745 1.513 1.51&7 2.716 1.513 1.5/&7 2.7/&8 4/&4 3.9/9.9 4.6/11.4 6115 5.2/131 6115 3.919.9 4.6/11.4 5.2/131 6115 109 248 488 662 217 496 1 76 1324 1 1550 1789 2399 744 1 1464 1986 2326 2683 3059 3598 952 2647 3101 3577 4078 4797 13 75 169 329 540 150 337 659 1079 506 988 1619 1317 2159 1.513 1.5/3.1 2.4/6.1 3.31&3 1.513 1.513.1 2.41&1 3.3/8.3 919.7,4,5111.2 6115 1.5/3.1 2.41&1 3.3/8.3 9/9.74.5/11.25.1/12.71 6115 24/6.1 3.3/8.3 9/9.7,4.5/11.25.1/12.7r 6115 86 198 390 585 173 395 779 1171 1418 1633 2226 593 1169 1756 2128 2449 12786 1 3338 1558 1 2342 12837 3265 3715 4451 14 60 135 264 432 120 270 527 864 1290 405 791 1296 1935 1055 1 1728 1 2580 1.513 1 1.5/3 2.1I&3 2/7.9 1.513 1 1.5/3 12.115.3 3.2I7.9 3.819.E 4.4111 6115 1,513 2,115.3 3.217.9 3.819.E 4.4111 5I12.5 1 6/15 2.11&3 3.2I7.9 819.614,411115/12.51 6115 70 160 316 509 139 320 631 1018 1 1307 1502 2076 479 947 1527 1 1960 12253 25M 3113 1262 1 203E 1 2614 3003 3410 4151 15 49 110 214 351 98 220 429 703 1 1049 1493 329 60 1054 1 1573 1 2240 858 1 1405 1 2098 2987 1.513 1 1.5/3 1.814.E 2.9/7.4 1.513 1 1.513 1.814.E 2.9/7.4 819.5'4.3110.9 6/15 1.513 1.814.E 2.9/7.4 8/9.5,4.3/10.94.9112.3 6115 1.814.E 2.917.4 8/&54.3/10.94.9/12.3 6115 57 131 1 259 1 427 113 1 262 1 518 I 854 1 1151 1 1390 1944 393 777 1281 1727 2oa5 2364 2917 103E 1708 2303 2780 3151 3889 16 40 90 177 289 80 181 353 579 864 1230 271 530 868 129E 1846 707 1158 1728 2461 1.5/3 1.513 1.614 2.6/&6 1.513 1.513 1.614 2.616,E 3.6/8.9,4.3110.7r 6115 1.5/3 1 1.614 2.616,E 6/8.94.3/10.7.4.9/12.2 6115 1.614 2.61&6 3.61&94.3110.7,4.9/12.2 6/15 108 1 215 1 355 93 217 430 710 1018 1274 182E 325 645 1065 1527 1911 2196 2739 850 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 1.513.E 2.3/5.9 1.5131 1,513 1.513.E 2.3/5.9 3.3/&4,4,2/10.5 6/15 1.513 1.513.8 2.31&9 3.318.4,4.2/10.5 4.8/12 6115 11.51&61 2.315.9 3.3/8.4,4.2/10.5 4.8/121 6115 77 181 360 596 891 1134 1701 271 540 894 1341 1701 2051 2552 720 1191 1788 2268 2735 3402 18 64 1.9D 2/ 56 127 248 407 607 864 191 372 610 910 129E 1778 496 813 1214 1728 2371 513[158130 1.S13 1.513 1.S13.2 21/5.2 3.1/7.8 4/9.9 5.9114. 1.513 1.51&2 2.1/5,2 3.117.8 419.9 A.8/11.95.9114, 1,51&2 2.1I5.2 3.117.8 4/9.9 48/11.95.9/14. 76 152 1 252 65 152 304 504 758 1016 1592 229 457 1 757 1137 1 1524 1863 2358 609 1 1009 1516 2032 2484 3184 19 54 105 1 173 48 108 211 346 516 735 162 316 519 774 1102 1512 422 691 1032 1470 2016 1.5/3 1.513 1.914.7 1.513 1.513 1.513 1.914.7 Z817 7/9.45 8%14. 1,513 1 1.513 1,9/4.7 2.817 7/9.44.6/11.45.8/14. 1.513 11.914.71 2.8/7 3.7/9.44.6/11.45.8/14. 65 130 215 54 129 259 430 647 915 1496 194 389 646 971 1373 1678 2243 519 1 $61 1295 1830 2237 2991 20 1 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 A3ffi 5W 885 1260 1728 2987 1.513 1 1.513 1.7/4.2 1,513 1 1.5/3 1 1.5/3 1.7I4.2 2.5/6.3 3.6IUAII/14. 1.5/3 1 1.513 1.7/4.2 25I6.3 6/&9,4.3/10.85.8I14. 1.513 11.714.2 1 2.516.3 6/8.94.3110.85.8/14. 96 1 1 95 1 192 320 482 692 1304 142 288 1 480 724 1038 1312 1956 384 640 965 1383 1842 26M 22 68 111 70 136 223 332 473 1122t.A/I&S1.513 104 2U4 334 499 710 974 1683 272 445 665 947 1299 2244 1.513 1.513.5 1.513 1.513 1.51&5 2.115.2 3/7.4 1.513 1.513.5 2.1/5.2 317.4 9/9.95.6113. 1.513 1.SI3.5 2115.2 3/7.4 3.9/9.95.6113. 72 122 71 145 1 243 368 1 $29 1092 106 217 365 552 793 1095 1636 290 486 736 1057 1 1460 1 2184 24 52 86 54 105 1 172 256 1 365 864 80 157 257 354 547 750 1296 209 343 512 729 1 1000 1 1728 1.513 1 1.513 1.5/3 1.5/3 1 1.513 1.8/4,4 2.516.35.1112. 1.5/3 1.S13 1.S13 1.814.4 2.5/6.3 3.4/B.65.1112. 1.513 1 1.513 1.8/4.4 2.516.3 3.4/8.6 1/12 56 54 111 188 286 412 927 80 167 2ffi 429 618 855 139C 223 376 572 ffi4 1139 18M 26 41 E94L 42 82 1 135 1 201 1 287 680 63 124 202 1 302 430 590 1020 165 270 403 574 787 1 1359 1.513 1 1.5/3 1.513 1 1.513 1 1.513 1.51&7 2.11&3 4.7111.t 1.513 1.5/3 1 1.5/3 13.7.51 2.115.3 2.9/7.3 4.7111. 1.513 1 1,513 1.51&7 2.1/5.3 2.917.3,4.7111. 74 1 87 148 226 1 326 792 61 130 222 1 338 409 678 1188 174 1 296 451 1 652 1 1104 1 1584 28 54 1 66 108 161 1 230 541 51 99 162 1 242 344 472 816 132 1 216 322 1 459 1 630 1 lose 1.5/3 1 1 1.513 1 1.5/3 1.5/&2 1.8/4.6,4.4110. 1.5/3 1 1.513 1.51&2 1.8/46 2.5/6.34.4110. 1.513 1 1.513 1.51&2 1.814.E 2.5/6.3,4.4110 59 68 118 1W 2ffi 639 102 176 271 393 546 959 137 235 361 523 728 1279 30 44 54 88 131 187 442 80 132 197 280 384 664 107 176 262 373 512 895 11.513 1 1.5/3 1.513 1.513 1.614 3.819.5 1.5/3 1.513 1.513 1.6/4 2.2/5.5 3.8/9.5 1.513 1 1.513 1 1.5/3 1 1.6/4 2.2/5.5 3.8I9.5 Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values are the rapacity of the beam in addition to its own weight Live Load values are limited by deflection equal to LMD. 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 ications. Span is measured center to center of the supports. Analyze muflple span beams vnih the C CALC'software it the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to ap y to a broad range of applications. It may be possible to exceed the limitations of thus table by anaZig a specific application with the BC CALL software. Some Cascade EWP • Eastern Spedfler Guide • 08104120115 VERSA -LAMS Roof Load Tables VERSA -LAM® 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [pin KEY TO TABLE Middle Figure Allowable Live Load [pI9 Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports pnches] Span ft] 1V.." VERSA -LAM• 2.0 3100 Double Ply P/." VERSA -LAM• 2.0 3100 or 3h" VERSA -LAM 2.0 3100 Triple Ply 1 V." VERSA -LAM• 2.0 3100 or 5%" VERSA -LAM 2.0 3100 Ouadruple Py N..' VERSA -LAM• 2.0 3100 or 7' VERSA -LAM 2.0 3100 7Y." 9'/a" 11'/1' 14" 7Yi' 9%," 11'/." 14" 16" 18" 24" 9W' II'A" 14" 16" 18" 20" 24" 11'/." 14" 16" 18" 20" 24" 878 1223 1639 2065 1755 2446 3278 4130 5047 5232 5226 3669 4917 6195 7570 7848 7845 7838 655E 8260 10094 10463 10459 10451 6 2/5 2,817 3.8/9.4,4.7111. 215 12.817 3.8l9.4,4.7111.85.8/14.5, 6/15 6115 2817 3.819.4,4.7/11.85.8114. 6115 1 6115 6/15 3.819.4,4.7/11.85.8/14. 6115 6115 6/15 5% 08 1 112E 1 1389 1197 1717 1 2252 1 2779 3321 3915 3913 2575 3379 4168 4981 5872 5876 5870 450525558 6U2 7829 7834 7826 8 482 965 1.814.6 2.618.E 3.51&64.3/10. 1.814.E 2.616.8 3.518.64,3110.65.1112.71 6115 6115 2.616.E 3.518.6,4.3/10,65.1/12,71 6115 8l15 6/15 3.5,3/10.65.11127 6115 6/15 8/15 326 637 857 104E 1 651 1274 1 1714 2092 2472 2880 3126 1912 2571 3138 3709 4320 4695 4688 3429 4184 4945 5759 6259 6251 10 247 556 I - 494 1111 I - 1667IZ4/6.113.3ia.2141101.513.1 2,416.1 3.31&2 4110 1.51&1 2.4/&1 3/82 4110 4.7111.95.5113.81 6115 4.7111.9'5.51i3.q1 6115 6/15 3.3/&2 4110 4.7/11.9 113.q 6115 6115 244 526 765 931 487 1052 1531 1861 2192 2543 2839 1577 2296 2792 3258 3814 4265 4259 3062 3723 4383 5085 5687 W79 11 186 418 371 535 1253 1.513 2215.E 2/8.1 919.8 1.513 2215.E 2/8.1 919.8i4.6l11.S.&4/13.4 6115 2215.E 321&1 1 3.9/9.614.6/11AM113.4 6/151 6115 32/8.1 U19.81.6/11.65.4/13.q 6/15 1 6115 187 1 424 1 674 838 371 1 848 1347 1676 1968 1 227E 1 2601 1272 2021 25141 2952 3414 3903 3901 2694 3353 3936 4552 1 5203 1 5201 12 143 1 322 1 628 286 1 643 1256 955 1884 2512 1.513 2/4.9 13.117.8 3.919.7 1,5131 214.8 3.117,8 3.919.74.5/11.352/1&. 6115 214.9 3.1l7.8 919.74.5l11.35.2l13.1 6115 6115 3.1/7,8 3.919.74.5111.35.2/13.1 6115 1 6/15 146 1 332 1 573 762 292 1 665 1 1146 1524 1 1795 1 2060 2399 997 1719 2287 1 2678 3089 3522 1 3598 2292 1 3049 3571 4119 469E 1 4797 13 112 1 253 1 494 225 1 506 1 988 759 1482 197E 1,513 11,714.2 1 29/7.2 3.8/9.5 1.513 11.714.2 1 29/7.2 3.8/9.5,4.5111. 5&I1129, 6115 1.7/12 29/7.2 6/9.54.5/11.25.1/1295.9/11,71 8/15 29/72 3819.5,4.5I71.25.1/7295.9/14.71 6175 116 265 493 1 674 233 1 SM 987 1349 1634 1890 1 2226 796 1 1480 1 2023 2450 2821 3208 1 3338 1973 2697 3267 3761 4278 1 4451 14 90 203 396 1 648 180 1 405 791 1296 608 1 1187 1 1914 1582 1 2593 1 - 1.513 1.513.E 27l&7 3.619.1 1.513 11.51H 1 2716.7 3.6l9.1 4.4l11 1112.71 6115 1.513.E 2.716.7 3.619,1 4.4111 5.111275.8114,4 6115 2716.7 6/&1 4.4/11 5.1/1275.8114.4 6/15 94 215 423 1 588 188 1 429 1 846 1173 15M 1730 2076 644 1268 1759 2258 2595 2946 3113 1691 234E 3011 3459 3928 4151 15 73 165 322 527 148 329 643 1054 494 965 1581 1286 2108 1.513 1.5/3.1 2.516.1 3.4/8.5 1.513 1.5/3.1 2.5!&1 4/8.54.3110.9 5112.5 6115 1.513.1 2.51&1 4/8.54.3110.9 5/125 5.7/14.2 6/15 2.5/6.1 3.1/8.5,4.3110.9 5117-5 5.7114.2 6115 77 176 347 515 153 1 352 695 1029 1327 1601 19" 528 1042 15" 1990 2402 272, 1 2917 1389 2058 2653 3202 3630 1 3889 16 60 1 136 265 434 12/ 271 530 868 1296 407 795 1303 1944 1060 1737 25M 1.513 1.5/3 22/&4 2/7.9 1.513 1,513 2.215.4 3.217.9,4.1/1024.9112.1 6115 1.513 221&4 3.217.94.1l1024.91123 561141 6115 221&4 2/7.94.111024.9112.3 5.61141 6115 63 146 209 455 127 1 292 577 j 910 1173 1468 1M29 438 866 1365 1760 2201 2531 2743 1154 1820 2346 29 55 3374 3657 17 50 113 221 362 101 226 442 724 1081 339 663 108E 1621 884 1 1448 1 2161 1.5/3 1 1.513 11.91441 3/7.5 1,513 1 1.513 11.914.81 317.5 3.919.E 4.8112 6115 1,513 1.914.81 317.5 3.919.E 4.8112i5.5l138 6/15 1.914.8 3/7.5 3.919.E 4.6112,5.511&81 6115 53 122 1 242 1 399 106 244 484 799 1045 1307 1726 367 726 1198 1567 1961 2364 2558 968 1595 2089 2614 3151 3451 18 42 85 186 305 85 191 372 610 910 1298 286 558 915 136E 1944 7M 1220 1821 2593 1.513 1.513 1.714.3 28/7 1.513 1.513 11.7/4.31 2.817 3.6/9.14.5/11.4 6115 1.5/3 11.7/4,31 2817 3.6/&14.5111.45.511&71 6115 1.714.31 2817 619.1,4.5111.45.5/13.71 6115 103 205 339 89 205 410 677 1 936 1171 16M 310 615 1016 U04 1757 2147 2450 820 1354 1872 2342 2862 3267 19 81 158 259 72 162 316 519 1 774 1102 243 475 778 1161 1653 633 1037 1548 2204 1,5/3 1.51&B 25/6.3 1.513 1 1.513 1.51&8 25/&3 4/&64.3/10.8 6115 1.513 1.5/3.8 25/6.3 3A/8.64.3/10.85.3/1&1 6115 1.51&B 2516.3 3.41&64.3/10.85.311&1 6115 68 175 1 289 176 350 579 843 1055 1551 263 525 860 1265 1583 1931 2326 699 1157 1686 2110 2579 3101 20 69 136 222 139 271 445 684 945 208 407 667 996 1418 543 889 1327 18901.5l3 1.S13.4 2.3I5.6.513 1.513.4 2.315.E 3.318.24.1/10.2 6115 1.5/3 1.5/34 2.315.E 3.3/824.1/10.?15I125 6/15 1.S13.4 2.315.E 3.3I8.24.1110.25I12.5 8/15 65 130 216 1 54 1 130 260 431 649 1 669 1407 1 194 1 390 1 647 1 973 1 1303 1593 2111 520 862 1297 1738 1 2124 2815 22 52 102 167 1 46 1 104 204 334 499 710 157 1 306 1 501 1 748 1 1065 1461 408 668 997 1420 1 1948 1.513 1.513 1.914.71 1.513 1 1.5/3 1 1.513 ji.914.71 2817 719.3 6115 1.5/3 1 1.513 11,914.71 2817 3.7/9.3,4.5111,3, 6/15 1.513 1.914.7 2.817 3.719.34.5/11.3 6115 99 164 98 1 197 1 329 496 711 1 1259 146 1 296 493 744 106E 1334 1889 395 658 992 1422 1779 2518 24 79 129 80 157 1 257 354 547 121 1 236 386 576 820 1 1125 314 515 768 1094 1500 1.5/3 1.61&9 1 1.5/3 1 1.513 1.61&9 231&9 3.31&35.9114. 1.5/3 1 1.513 1.613.9 23/5.9 3/&342110.4&9/14. 1.513 1.61&9 23/&9 3/&3,4,2110.45.9/14. 76 128 75 153 256 1 387 5% 1069 112 229 383 580 833 1132 1604 305 511 773 1110 1510 2139 26 62 101 63 124 202 302 430 1020 95 195 304 453 645 US 1529 247 405 604 860 1150 2039 1.5/3 1.513.3 1.513 1.513 1.51&3 215 28/7.15.4/13. 1.513 1 1.513 11.513.31 2/5 JZ817.11 3.819.65.4/13 1.5/3 11.51&31 215 2817.13.8/9.6;5.4113 60 101 1 58 120 202 306 441 919 87 180 303 459 661 914 1378 240 404 612 882 1219 1837 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1,513 1.513 1.513 1.513 1.513 1.714.3 2.416.1 5112.6 1.5/3 1.513 1.513 1.7/4.3 2A16.1 3.418.4 5112.6 1.5/3 1 1.513 1.7/4.3 2.416.1 418.4 5/12.6 81 95 161 246 355 797 68 143 242 369 533 738 1196 190 323 492 710 954 1594 30 66 80 132 197 280 664 62 1 IN198 295 420 576 996 161 263 393 560 768 1327 1.5131 1 1.513 1 1.513 1.5/3.7 21/5.3,4.7111, 1.513 1,513 1 1.513 11.51VIZ115.3 2,917.3,4.7/11. 1.513 1 1.5/3 1.513.7 2.1/5.3 2.917.34.7/11. Total Load values are limited by shear, moment or deflection equal to 1.1180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span appplications. Span is measured center to center of the supports. Analyze multiple span beams wrath the BC CALC'software if the length of any span is less than hall the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed thelimitationsofthistablebyanalyzingaspecificapplicationwiththeBCCALCOsoftware. Boise Cascade E WP • Eastern Specifier Guide • 0810412015 VERSA -LAM® Roof Load Tables VERSA -LAM® 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load [pin KEY TO TABLE Middle Figure Allowable Live Load [plf) Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches) Span fl) 1Y"VERSA-LAM92.03100 Double Ply lV."VERSA-LAM•2.03100or 314VERSA-LAM 2.0 3100 TOple PitY.."VERSA-tAM'2.03100or 5/." VERSA -LAM 2.0 3100 OuadruplePly tf."VERSA-LAM•2.03100or 7" VERSA - LAM 2.0 3100 7VT 9W' 11'/" 14" 7Y." 9W' 111N' 14" 16" 18" 24" 9W' 11W' 14" 16" 18" 20" 24" 113W' 14" 18" 1 18" 20" 24" 954 1330 1782 2245 1908 2660 3564 4491 5234 5232 5226 3990 5346 6736 7851 7848 7845 7838 7128 8981 10467f6l's 0463 10459 10451 6 2. 2/ 5.5 3.1/7.6,4.1/10.25.1112 2.2I5.5 3.1/7.64.1/%M1/1Z. 6/15 6115 6115 3.117.6,4.111025.1/12.$ 6115 6115 5115 6/15 1/10.25.1112.$ 6/15 6/15 6115 640 933 1225 1511 1279 1867 2449 3022 3611 3911 13913 2800 3674 4532 5417 5879 5976 5870 4899 6043 7222 7838 7831 7826 8 482 5 214.9 2.9/7.1 3.819.4,4.6111, 214.9 2.9/7.1 8/9.4,4.6111.65.5/13.8 6/15 1 6115 2.9/7.1 3.8/9.4,4.6l11.65.5/13.8 6115 1 6115 6115 3.8/9.4,4.6111.65.5/13.6 6/15 1 6115 1 6115 M2447T 932 1138 651 138E 1664 2275 2689 3132 312E 2079 2797 3413 4033 4698 4695 4688 3729 45% 5378 6263 6259 6251 10 P271r. 6 491 1111 1667 1.S131E 3.618.9.4.4/10 1.51&I 2.7/6,6 3.6/&94.4/10.95.2/12.9 6115 1 6115 2.716.E 3.61&9,4.4110.95.2112.9 6/15 1 6/15 6115 3.618.9,4.4110AU112.9 6115 6115 6115 244 52 833 1 1012 487 1104 1665 2024 2354 1 2765 2839 165E 2498 3037 3576 4148 1 4265 4259 3330 4049 4767 5531 87 5679 11 186 418 815 371 835 1631 1253 2446 3262 1.513 2.31&8 51&8,4.3110. 1.5/3 2.3/&8 518.8,4.3/10.7 5/12.615.8/14.6 6/15 2.31&8 3.5/&8,4.3/10.7 5/12.615.8114.6 6115 6/15 518.8,/.3110.7 5/12615.8114.6 6/15 1 6/15 187 424 733 912 1 374 Us 1465 1823 1 2141 2475 j 2601 1272 1 2198 2735 1 3211 1 3713 j 3907 3901 2931 3647 4281 4951 5209 5201 12 143 322 628 256 643 1256 5 1 1884 2512 1.513 1 214.9 3.4/8.44.2/10. 1.5/31 2149 3.4!&44.2110.54.9I12.35.7/14.3 6115 2/4.8 3.4/8.44.2/10.54.9/12.35.7114.3 6115 6115 3.4/8.44.2/10.51.9I12.3&7/14.3 6115 6115 146 332 1 623 829 292 60 1247 169 1942 2240 2399 997 1870 2487 2913 3360 3604 3598 2494 331E 3884 4480 4606 4797 13 112 253 1 494 810 225 506 988 1619 759 1482 2429 1976 32381 1.513 1.71422 3.117.8,,.1/10. 1.513 1.7/4.2 3.117.8,4.1/1& 4.8/12.115.61141 6115 1.7/422 3.117.8,4.1/10.44.8/12.1;5.6/14 6/15 6115 3.1/7.8,4.1l10.44.8/12.1 5.61141 6115 61 55 116 265 1 521 734 233 530 1043 1 1467 1777 2046 2226 796 1564 2201 2666 3068 1 3345 3338 2095 2934 13554 4091 4459 4451 14 90 203 1 395 648 180 405 791 1 1296 608 1187 1944 1582 2593 1 - 1.513 11,51&61 Z817 419.9 1.513 11.513.61 2817 1419.9 4.81125.5113.8 6/15 1,513.61 2.817 1419.9 4.8112,5.5/13.8 6115 6115 1 2.8/7 1419.9 14.811123.5113E 6115 1 6/15 94 215 423 638 168 429 846 127E 1 1638 18M 2076 644 1268 1914 2456 2823 3120 3113 1691 12552 3275 3763 4159 4151 15 73 165 322 527 146 329 643 1054 1 1573 494 965 1561 2360 128E 1 2108 3146 1.513 11.51&11 2.516.1 13.719.2 1.5/3 111.51V 1 2.516.1 I 3.7/9.2,4.7/11.65.4113.6 6115 11.5/&11 2.516.1 3.7/9.24.7/11.95.4113.6 6115 6115 2.5/6.1 3.7l9.2,4.7/11.a5&4113.6 6115 1 6115 77 176 347 560 153 1 352 695 1120 1443 1742 1944 528 1042 16W 2165 2613 2923 2917 1389 2240 2887 3484 3897 3889 16 60 136 265 434 121 271 530 868 1296 407 795 1303 19" 1050 1737 2593 1.5/ 3 1.513 2.2/&4 3.51&6 1.513 1.513 2.21&4 3.5/8.6 4.4/11.15.4/13.4 6I75 1.513 2.21&4 5/&6 4.4Ili.1,5.4113.4 6115 6115 2.215.1 5/&6 4.4111.%4113A 6115 6115 63 146 289*-1-17. 8 127 292 577 951 1277 1597 1829 438 866 1427 1915 2395 2749 2743 1154 1902 2553 3193 3665 3657 17 50 113 221101 226 412 724 1081 1W9 339 663 108E 1621 2308 884 1418 2161 3078 1.513 1.5/3 1.9/4 1,513 1.513 1.914.8 117.8,42/10.552/1&. i 6115 1.513 1.914.8 1/7.842110.5&2/1& 6115 6115 1.914.8 117.8,'42110.5&211&1,. 6115 6/15 53 122 242 399 106 244 484 799 1 1137 1422 1726 367 726 1 1198 1705 2133 2572 2508 8 1598 2274 2545 3429 3451 18 42 95 186 305 85 191 372 610 1 910 129E 286 558 915 13M 1W4 J 744 1220 1821 2593 1.5/ 3 1.5l3 1.714.3 2.8l7 1.513 1.5/3 1.7/4.3 2.817 418.9 4,9112.3 6115 1.513 1.714.3 2.817 419.9 4.9/12.35.9l11.9 6115 1.7/1.3 2817 4l9.8 4.9112.35.9I11.9, 6115 103 205 339 89 206 410 677 1 101E 1 1275 1 1634 310 615 1016 1524 1912 1 233E 2450 820 1 13U 2032 2549 3115 3267 19 1 81 158 259 72 1 162 1 316 519 1 774 1 1102 1 - 243 475 778 1161 1653 12268 633 1 1037 1548 2204 3024 1.5/ 3 1.51&B 2.5/6.3 1,513 1 1.513 1.5/3.8 2.5/6.3 3.719.3,4.7/11.71 6115 1.5/3 1.51&6 1 2.5/6.3 3.7/9.34.7/11.75.7114.3 6/15 1.513.8 2.516.3 3.7/9.34.7/11.75.7/14.3 6/15 88 175 289 75 176 350 579 669 1149 1551 263 525 868 1303 1723 2105 2326 699 1157 1737 2297 2607 3101 20 69 11.51&412.31&6 136 222 62 139 271 445 664 945 208 407 667 9% 1418 1944 543 889 1327 1890 2593 1.513 1.513 1.5/3 1.51&4 2.315.E 3.41&4 4.4111.1 6/15 1.513 1.5/3.4 2.315.E 3.4/&14.4111.15.4113.6 6/15 1.51&4 2.315.E 3.4/8.44.4/11.15.4/13.6 6/15 65 130 216 54 130 260 431 649 1 928 1407 194 1 390 647 973 1393 1735 1 2111 520 862 1297 1857 2313 2815 22 52 102 167 46 1 104 1 204 334 499 1 710 157 306 501 748 1065 1461 1 408 668 997 1420 1948 1.5/ 3 1 1.513 11.914.7 1.513 1 1.513 1 1.5/3 1.914.7 2.8/7 1 419.9 1 6115 1.513 1.5/3 11.914.71 2.817 1 4/9.9 4.9/12.1 6/151 1.513 11.914.71 2.8/7 1 419.9 4.9/12.3 6115 89*1. 61& 9 98 197 329 496 711 1288 146 296 493 741 106E 1453 1932 395 658 992 1422 1937 257E 24 79 80 157 257 384 547 121 236 386 576 820 1125 314 515 768 1094 15M 1.5/ 3 1.5/3 1.513 1.61&9 2.315.8 3/&3 6/15 1.513 1.513 1.6/&9 2.31&9 318.3,4.5111.3 6/15 1.5/3 1.61&9 2.315.9 3.3/&3,4.5/11.3 6115 76 128 75 153 256 367 555 1164 112 229 383 580 833 1150 1747 305 511 1 773 1110 1533 1 2329 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 1 2039 1.513 1.51&3 1 1.5/3 1 1.5/3 11.5/&31 215 JZ817A.U/14.1 1,513 1 1.513 11,51&31 215 2.8/7.1 3.9/9.75,9/14. 1,513 11.51&31 215 2.817.1 39/9.75.9/14. 60 101 56 120 202 306 441 1001 87 1 180 303 459 1 661 1 914 1501 240 404 612 882 1219 2001 28 49 81 51 1 99 1 162 1 242 1 344 816 78 1 146 243 363 1 517 1 709 1224 198 324 484 609 945 1633 1.513 1.513 1.5/3 1 1.5/3 1 1.513 1.714.3 2.416.15.5113. 1,513 1 1.5/3 1 1.5/3 1.7/4.3 2.4/6.1 418.45.5113. 1.513 1 1.513 1.714.3 2.4/6.1 4/BA5.5l13. 81 95 161 1 246 1 355 1 861 68 1 143 242 369 533 730 1291 190 323 492 1 710 984 1721 30 66 80 132 1 197 1 280 1 664 62 121 198 295 420 576 9% 161 263 393 560 768 1327 1.513 1 1 1,513 1.51311.513.712.11&35.1/12. 1.513 1.513 1 1.513 1.513.7,2.1/5.3 2.9/7.35.1 11ZE 1,513 1 1.5/3 1.513.7 2.11&3 2.9/7.35.1112 Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values are the rapacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to 1./240. Check the local building code for other deflection limits that may apply. When; 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 hcations. Span is measured center to center of the supports. Analyze multiple span beams vnth 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 a" 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 21, 3-pN or 4-ply beams; double, biple or quadruple Allowable Total Load and Allowable Live Load vallues. hnimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL software. Boise Cascade EVVP • Eastern Specifier Guide • 08r0412015 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) I Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1%'thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use W minimum offset between rows and stagger nails) VERSA -LAM® Design Values , Allowable Allowable Moment Allowable Allowable Moment Grade Width in Depth in Weight Ib/ft Shear lb]ft-lb] Moment of Inertia in' Grade Width in Depth in Weigght lb/ Shear Ib Moment ft-lb]in' of Inertia E 0 y 0 A w orU., 1'/2 3'/a 1.5 998 776 5.4 5% 8.0 5237 6830 63.3 5% 2.4 1568 1821 20.8 5'/a 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 3% 1.8 1164 1058 6.3 9% 14.5 9476 20937 375.1 5% 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 9% 4.7 3076 1 6636 115.4 11% 18.1 11845 31913 732.6 1 % 0c 9'/a 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0011% 6.0 3948 10638 244.2 0 c cli18 2 a a Q Cr W 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 9% 16.6 12303 26544 461.7 5% 5.6 3658 4971 48.5 7% 7.4 4821 8377 111.1 9'/a 17.1 12635 27916 500.1 9% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9'/a 9.6 6318 13958 250.1 11% 21.4 15794 42550 976.8 3% 711% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11% 12.1 7897 21275 488.4 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 18 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 Equivalent Modulus of Horizontal Tension Parallel to Compression Compression Perpendicular to Specific Gravity for Fastener Elasticity Bending Shear Grain Parallel to Grain Grain Design Design Property Grade E(x 106 psi)(') Fe (psi)MP) F„ (psi)fzx'> F, (psi)(20) F.„ (psi)n> F.1(psi)"Ka) SG) VERSA-LAM°Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA -LAM* Studs 1.72650 1.7 2650 285 1650 3000 750 0.5 VERSA -LAM* Columns 1.82750 1.8 2750 285 1825 3000 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor, (4/L)1' where L = 2. This value is based upon a load duration of 100% and maybe adjusted for other load durations. member length [ft). Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (121d)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 - 0810412015 VERSA -LAM° 1.8 2750 Columns CM c YiAllowable Axial Load (lb) 3%' x 3' 3%" x 4%' 3'/i' x 51/4' 3%" x 5%' 3%' x 7" o J 100% 115% 125% 100% 115% 125% 100% 115-A 125% 100% 115% 1 125% 100% 1 115% 1 125% 4 15,265 16,750 17,650 19,100 20,950 22,070 22,920 25,150 1 26,500 24,020 26,350 27,770 30,570 33,545 1 35,345 5 12,830 13,770 14,320 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 22,530 25,690 27,580 1 28,680 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17.605 18,165 21,190 22,410 23,120 7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18,350 18,835 8 7,295 7,590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 11,475 11,945 12.215 14,610 15,210 15,555 9 6,155 6,375 6,500 7,700 7,970 8,130 9,245 9,575 9,765 9,685 10,030 10,230 12.330 12,770 13,025 10 5,250 5.415 5,510 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 10,850 11,040 11 4,525 4,655 4,730 5,660 5,82 55,910 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 51565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 3,900 3,950 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 6,325 31/ 2 ' x 7'/4 ' 5'/i ' x 5'/4 ' 5,/i ' x 5Yi ' 5'/4 ' x 7" 5'/i ' x 7'/i ' 100% 115% 125% 100% 115% 125% 100% 115% 125% 1 100% 115% 125% 100% 1 115% 1 125% 4 31,670 34,750 36,625 5 26.615 28,560 29,705 6 21,950 23,215 23,950 34,355 37,695 39,715 36,010 39,495 41,610 7 18,140 19,005 19,505 30,700 33,170 34,625 32,165 34,750 36,280 8 15,135 15,755 16,110 27,095 28,910 29,975 28,390 30,295 31,405 36,160 38,590 40,000 1 37,450 39,960 41,420 9 12,770 13,225 13,490 1 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 1 23,700 27,950 29,360 30,190 28,960 30,420 31,260 11 9,390 9,660 9,810 18,500 19,340 19,820 19,385 20,260 20,770 24,690 25,810 26,450 25,570 26,720 27,400 12 8,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150 13 7,165 7,335 7.430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 1 6,335 6,470 6.550 13,120 13,570 13,830 1 13,750 14,220 14,490 17,510 18,110 18.460 18,140 18,760 1 19,110 15 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16530 16,850 17,150 16 10,690 11,005 11,185 11.200 11,530 11,720 14,270 14,690 14,930 14,780 15,210 15,460 17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13,520 13,420 13,790 14,010 18 8,860 9,090 9,220 9,285 9,525 9,660 11,820 12,130 12,300 12.250 12,560 12,740 19 8,110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 1 11,210 11,480 11,640 20 7,4551 7,625 7,720 7,810 7,990 8,090 9,950 10,170 10.300 10,300 10,540 10,670 21 6,870 7,020 7,105 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820 22 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi -piece column design. 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). 6) Lateral loads (wind loading) are not considered in this table. Modulus of Elasticity: E = 1.8 x 105 psi Bending: Parallel to Gluelines (Beam): Fb = 2750•(12/d)'ro psi Perp to Gluelines (Plank): Fb = 2500'(12/d)"9 psi Compression Parallel to Grain: 1= Poit = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): F,it = 750 psi Per to Gluelines (Plank): F,L = 450 psi P ( ) P Tension Parallel to Grain: Ft = 1650 psi r------------ V-ERSA-S-T-UD® 1-.--7-265-0--_---------- -- - Allowable Design Values Product Bending Fb [ psi] Compression Parallel to Grain F. [ psi] Modulus of Elasticity E [ psi] Horizontal Shear Fv [ psi] VERSA- STUD®1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir North # 1 / 2 Grade 875 1150 1,400,000 135 Hem - Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 675 900 1 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. Dimension lumber values taken from from 2012 NDS Supplement: For further design information, please see VERSA -STUD 1.7 2650 Design Values for Wood Construction (per 2012 IBC/IRC). Eastern Tall Wall Guide. Boise Cascade E1AIP • Eastem Specifier Guide • oa104nom Computer Software NI rvV K, Y.q.r.Rr.••f•flwarr ti wr; q•..gY.y Mfr.YYy Nq.. rr .¢r• 6C FRAMED` n a a t: R7•.'rr New BC FRAMER® represents a huge technological leap L to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry's best design software, offering far greater productivity than even our current version of BC FRAMER®. This new software package will help your design department work faster and accomplish more. You don't get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMER• model sharing. 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In addition to BCI® & AJS® Joists, VERSA -LAM®, and BOISE GLULAM®, BC CALC® also offers the analysis of solid sawn lumber and timber members. Thus BC CALC® is the only program needed to analyze structural wood members. c j.R.q s p ao ea "a do ; V 9a6 wdi • r ~ m •. 0.11. fq.rOa•rYt•RI.Ir-.•MIO u, Iry 1•- •VgLl•)a rw.pl aY4•00 lfa to r i9339304strm' r.rvococYcs+fv wws"Ci•lur 1 . Y• .n arpsfm•.p r.asr,. .t.: aqi.. ro•.r1. rnwe wa.w_ w•0 uif w® wIt— W. L•If .." f r R O.. 77ti If ar Two -a. D7.. A-r• i1• Ibl•W- L V~ Y•.1 rl"ry 1 T_ _ 0 Aa1 I IM — Bone Cascade E WP • Eastem Specifier Gu;de • O8 p hll•fMC•s. BOYS/m, i Or.onawen..f.._ •. u am RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 12800024 512MB; Dual monitor, 12800024 1GB Minimum 1024768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. Give Us a Try!via Analysis for Engineered Wood Products Boise Cascade has provided BC CALC® free of charge to the design community since 1994. COMPUTER REQUIREMENTS PC with any current version of MS Windows®, along with an internet connection. For questions regarding BC CALC®, call 1-800-405-5969 or email EWPSupport@BC.com. To Download BC CALC US, https://www.bcconnect.com/bcdeployer/index.htm apart Sam" Onosilo •bl t, •ua 411•f>.ti 0 r f•.. fIr W. fN••. fp lW •IOYa N. Ir.t fly ti Y\ i •iiY:• IH'q.. Y.'1 1—SMa`Aa •fop M., a16:•1 r"02 Dfs a1:1 T tifl • IWN qwr rr.wr•r'C.W N. a.. •Ora• a71 IM • 11"11 Yw••IN.r.•.....q•.. al rat Jf7D•• Vp111101') fq v • 1{.'bpI.•IML foams i JJ r .f • Ib )• y1• non• O/.AYgry w f sY•aqur•r• an-wim r1• m a1 0 f•Aaa 1.•..,y,r..s,a. wr•.rsx•.la...m al•N, f.7 it.1Nls W: a•J\ IrMY WTrV Y.YY.-..A W wr11 afq. ".143.f dr RR Wp,.. gr•rear...r1». w.w.. rrsYl.fal.lfw Cr1Yp N.Y.w.•. rarfar.dr.* ICI IL40 J 71fn Mcna Mca maaf.7l..Ori I..Y.1• vlaa•atrJOW.".%.003P 19=0 a a 1. owe"M IW1a.J. 0 a. ftwLnu RC fgrn.r..Ya' aat.11ar.aw•MRIIO Ia R•IOCtslyeYn rY1 .N Nf fR•.i Irr lum "IRWIN,1..5•JIAq'~•Z••A Yva. T•r,U sat VK.-. a l.aYa•!-w.nrA.O v.awarwaa.a+. Pt/n.Y g1 gln•Na.rM1•NUa YYw c~'r RFraming Connectors - Simpson Strong Tie iiii .. .. .. ITS lus SUR/L D01 BCI• Hanger a aaty Dost BCI• Hanger aaty r oist WeHanger a aaty ring bsl He joist 9h 4500s ITS1.81/9.5 993 810d 9f'" 4500s IUS1.81/9.5 050 8-10d 9W 4500s SUR/LI.81/9 1081 12-16d 2-I0dxth" 5000s 6000s ITS2.06/9.5 ITS2.37/9 5 993 6-10d 1225 6-10d 5000s 6000s IUS2.06/9.5 950 IUS2.37/9.5 950 8-10d 8-10d 5000s SUR/L2.06/9 8000s SUR/L2.37/9 1097 14-16d 2-10dx1'h" 1343 14-16d 2-10dxIW 6500s ITS2.56/9.5 1225 6-10d 6500s IUS2.56/9.5 950 8-10d 6500s SUR/1.2.56/9 1343 14-16d 2-10dxiW 11'R 4500s ITS1.61/11.88 1068 640d 71, 4500s IUS1.81/11.88 1185 10-10d 11 4500s SUR/L1.81111 1306 16-16d 2-I0dxl1A' 50005 ITS2.06/11.88 1068 6-10d 5000s IUS2.06/11.88 1185 10-10d SOOOs SUR/L2.06N1 1350 1646d 2-10dxiW 6000s 6500s ITS2.37111.88 ITS2.56/11.88 1237 8 10d 1237 6-10d 6000s 6500s IUS2.37/11.88 1185 IUS2.56/11.88 1185 10-1Od 10-10d 6000s SUR/L2.37111 85005 SUR/L2 56/11 1385 18-18d 2-tOdx1' ' 1385 16-16d 2-10dx1'h" 60s ITS2.37/11.88 1237 610d 50s IUS2.37/11.88 1185 10-10d 50s SUR/L2.37H1 1385 16-18d 2-tOdx1'h' 90s ITS3.56111.88 1518 6-10d 90s 11US3.56111.88 1420 12-10d 1 905 1 SUR/L410 1908 1 14-16d 2-10dx1'h' 14" 4500s ITS1.81114 1075 6-10d 74. 4500s IUS1.81/14 1420 12-10d 1 14" 4500s SUR/L1.81/14 1675 20-16d 2-tOdx1'h' 5000s ITS2.06H4 1081 6-10d 5000s IUS2.06/14 1420 12-10d 5000s SUR/L2.06/11 1693 18-16d 2-1Odxl' ' 6000s ITS2.37M4 1262 6-10d 6000s IUS2.37/14 1420 12-10d 60005 SUR/L2.37/14 1893 18-18d 2-tOdxt'h" 6500s ITS2.56/14 1282 6-10d 6500s IUS2.56/14 1420 12-10d 6500s SURI/L2.56/14 1693 18-16d 2-lOdx1'h" 60s ITS2.37/14 1262 6-10d 60s IUS2.37/14 1420 12-10d 60s SUR/L2.37/14 1693 18-16d 2-10dx1'h" 90s ITS3.56/14 1520 6-10d 90s IUS3.56/14 1420 12-10d 90s SURIL414 2050 18-16d 2-10dx1'h' 4500s ITS1.81/16 1081 6-10d 5000s ITS2.06/16 1087 6-10d 16" 80005 ITS2.37/16 1268 6-10d 6500s ITS2.56/16 1268 6-10d 60s ITS2.37/16 1268 6-10d 90s ITS3.56/18 1520 6-10d Double .. Flange MIT B 4500s IUS1.81/16 INN 14-10d 5000s IUS2.06/16 1680 14-10d 18, 6000s IUS2.37/16 1660 14-10d 6500s IUS2.56/16 1660 14-10d 50s IUS2.37/16 1660 14-10d 905 IUS3.56/18 1425 14-10d a. U / HU MIU 4500s SUR/Lf.81/14 1887 20-16d 2-10dx1'h' SOOOs SUR/L?.06Ht 1920 18-16d 2-10dx1'h" 16• 6000s SUR/L?.37/14 1920 18-18d 2-10dx1'h' 8500s SURI/L2.56H4 1920 18-18d 2-10dx14"; 50s SUR/L?.37/14 1920 18-18d 2-10dx1X' 90s SUR/L414 2250 18-16d 2-10dx1'h' and Skew Joist Hanger LSSU Joist BCI• Hanger capacity Distili111A oast D t gCl• Hanger Ca city Joist BCI• Hanger Ca aty Nailing H a r Joist 9' 4500s MIT49.5 30 8-18d 2-10d 4500s MIU3.56/9 2305 18-16d 2-tOdx15S' 9" 4500s LSSU125 995 8-10d 7-10dx1X' OOOs 6000s M/ 4.1 /9.5 MIT359.5-2 230 2305 8-18 2-10 8-18d 2-10d9f' SOOOs M/U4.f2/9 2305 16-18d 2-tOdx15S' 5000s 6000s LSSU2.06 LSSUI35 995 995 9-10d 9-10d 7-10dxl'h' 7-10dxl'Ar6000sM/U4.75/9 2305 16-16d 2-10dx1'h" 6500s MIT39.5.2 23( 8-18d 2-10d 6500s MIU5.12/9 2305 16-16d 2-10dx1'h" 6500s LSSUH310 1425 14-10d 7-10dxl'h' 4500s MIT411.86 2355 8-18 2-10 4500s MIU3.56/11 2880 20-16d 2-tOdxt'h" Ilya• 4500s LSSUl25 995 9-10d 7-10dx1'h'50005 MIT4.12/1f.8 2305 B-18d 2-10d SOOOs MIU4.12/ft 2880 20-18d 2-10dx1'h' SOOOs LSSU2.06 995 8-tOd 7-10dx1'h"11'h•6000s MIT3511.88•? MIT311.86.2 2305 2305 8-18 2-10d 8-16d 2-10d' 8000s 6500s MIU4.75/11 MIU5.12/11 2880 2880 20-16d 2-10dx1'h' 8500s 20-16d 2-10dx1%a' 6000s 6500s LSSUI35 LSSUH310 995 1475 9-10d 14-I0d 7-10dx1'h" 805 7-10dx1'h" MIT3511.88-2 2305 8-16d 2-10d 60s MIU4.75/11 2600 20-16d 2-10dxl'h' 905 87.12/11.88 3800 14-18d 2-10d 90s HU412-2 3275 22-18d 2-tOdxt'h" 80s LSSUI35 995 9-10d 7-10dxl%" 14' 4500s MIT414 2305 8-16d 2-10dx1'h" 14" 4500s MIU3.56/14 3170 22-16d 2-10dx1'h" 90s LSSU410 1625 14-10d 12-10dxiW 5000s MIT4.IV14 2305 8-16d 2-tOdx1'h" 5000s MIU4.12/14 3170 22-16d 2-1Odx1'A 74" 4500s LSSU125 995 9-10d 7-10dxl'A* 80005 MIT3514.2 2305 8-16d 2-tOdx1'h' 6000s MfU1.75/70 3170 22-16d 2-10dx1%,' S000s LSSU2.06 995 9-10d 7-10dx1'h" 6500s MIT314.2 2305 8-16d 2-10dx1'h" 6500s MIU5.1?/14 3170 22-16d 2-1Odx1''A- 6000s LSSUI35 985 9-10d 7-10dx1 5' 60s MIT3514-2 2305 8-16d 2-10dxi'N 60s MIU4.75/14 2700 22-16d 2-10dx1h" 6500s LSSUM310 1600 14-10d 7-10dx1'h" 90s 87.12114 3800 14-16d 2-10dx1'h' 90s HU414-2 3870 26-16d 2-10dx1%," gOs LSSUI35 895 9-10d 7-10dx1%," 18' 4500s MIT41a 2305 8-16d 2-tOdx1'h" 18" 4500s MIU3.56/16 3455 24-16d 2-tOdxlh" 90s LSSU410 1625 14-tOd 12-10dx1K" SOOOs LBV4.12/78 2480 10-16d 2-tOdx1'h" SOOOs MIU4.1?/18 3455 24-18d 2-10dxi, 8000s MIT4.75/ 2305 8-16d 2-10dxl'h' 6000s MIU4.75/16 3455 24-16d 2-10dx1'h' For more Information, call Simpson Strong -Tie Strong -Tie at 1.800.999.5099 or visit their website at I CONNECTORS www.strongtie.com General Notes Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong -Tie for further information. Capacity values shown are either hanger capacity values see suppport requirements below) or BCI• Joist end reaction cepaciUes-whichever is less. loads at stiffeners duration. All capacity values are rs and beveledUsesloistseathangersendbeveled web stiffeners when BCI Joist slope exceeds Y.' per foot. Leave'h." clearance (W maximum) between the end of the supported joist and the head o1 the hanger. At max design capacity shown, hangers may exceed standard detection by /a For proper Installation of the VPA, the 2-10dxl',V )oast nails through the bend tabs must be Installed at approximately a 45-degree angle. Support Requirements Support material assumed to be Boise Cascade structural composite lumber or sawn lumber (Douglas fir or southern minimum supportMinimumsupport width for single- and double -joist top mount hangers is 3". Minimum support width for face mount hangers with 1Od and 164 nails is 1V" and 2", respectively. 6500s M/T5.12(16 2305 8-16d 2-10dx1'h" BSOOs MIU5.1?/78 3455 24-t6d 2-10dx1'h' 80s MiT4.7516 2305 8-16d 2-10 x1'A 60s MIU4.75/16 2725 24-16d 2-10dx1'h" 90s 87.f2/18 3800 14-18d 2-10dxw 90s MIJAIA.22 3780 26-18d I 2-10dxlW Adjustable Height Joist Hanger THAT Variable Pitch Joist Connector VPAT Joist BCI • Hanger a aaty Header Joist ossl BCI • Hanger a as ty To Pat t Rafter 9h' 4500s THAI1.81/22 1181 6-10d 2-10dxlW 9h" 4500s LSSU125 995 9-10d 7-10dx1'h" SOOOs 6000s THAT?.06/22 THA13522 1161 1393 6-10d 6-10d 2-10dxlW 2-10dx1'h" 5000s 6000s LSSU2.06 LSSUI35 995 995 9-10d 9-10d 7-10dxl h' 7-10dx1'h' 6500s THAI322 1393 6-10d 2-10dxl'h" 6500s LSSUH310 1425 14-10d 7-10dxl h" 11h" 4500s THA/1.81/22 1443 6-10d 2-10dx1 h" 11h 4500s LSSU125 995 9-10d 7-10dxt h' 5000s THAl2.06/22 1443 6-10d 2-10dx1'h" 5000s LSSU2.06 995 9-10d 7-10dxiW 6000s 6500s THA13522 THAI322 1443 1443 6-10d 6-10d 2-I0dx1'h" 2-10dxlW 6000s 6500s LSSUI35 LSSUH310 995 1475 9-10d 14-10d 7-10dxiW 7-10dx1'h" 60s THA13522 1443 6-10d 2-IOdxIW 60s LSSUI35 995 9-10d I 7-10dx1'h" 90s THAI422 1715 6-10d 2-I0dxl h' 90s LSSU410 1625 14-10d 12-10dxl'h" 14, 4500s THAI1.81/22 1600 6-10d 2-10dx1'h' 14, 4500s LSSU125 995 9-10d 7-10dx1'h' 5000s THAl2.06/22 1600 6-10d 2-10dxt'h' 5000s LSSU2.06 995 9-10d 7-10dx1'h" 60005 THA13522 1600 6-10d 2-10dx1'h" 6000s LSSUI35 995 9-10d 7-10dx1'h" 6500s THA1322 1600 6-10d 2-10dx1Y." LSSUH310 1600 14-10d 7-10dx1'h" 60s THA13522 1600 6-10d 2-10dx1'h" W005' s LSSUI35 995 9-10d 7-10dxl''A* 90s THA1422 1715 6-10d 2-10dx1'h" LSSU410 1625 1 14-10d I 12-10dxl'R Bosse Cascade EWP • Eastern Specifier Guide • 08/0412015 Framing Connectors - USP Structural Connectors 11 11.. • .9111.1.. TTHO T L THE SKH Joist gCl• Hanger a aaty Header WJ0islD Joist BCI• Hanger a aaty r orst gCl• Hanger a aaty ring Deoth D 1 D t4500sTH017950993610d4500sTHF17925910810d210dx1)V 4500s SKH1720L/R 1153 14 10d 1010dx1'/I" 9,"SOOOs TFL095 993 8 10doV 8,A" SOOOs THF20925 910 8 10d 210dx1'W ," 500Its SKH2020UR 1153 14 10d 1010dx0V 8000s TFL2395 1225 8 10db" 6000s THF23925 1275 12 10d 210dx0V 6000s SKH2320UR 1384 14 10d 1010dx1YS" 6500s TFL2595 1225 8 10db" 6500s THF26925 1275 12 10d 2 10dxl',V 6500s SKH2520LIR 1384 14 10d 10 10dx1'b" 4500s TH017118 1068 6 10db" 4500s THF17112 910 8 10d 210dx1'h" 4500s SKH1720UR 1434 18 10d 1010dx1'W5000sTFL201181068810dNSOOOsTHF20112910810d210dx1fi"OOs SKH2O20LIR 1434 18 10d 10 10dx11W10r6000sTF8`10db' 11'/ 8000s THF23118 1300 14 10d 2`10dx1'f,' 11Y1 6000s SKHT320UR 1434 18`10d 10`10dx1; 16" 1 1 .V.nn i 1 16" ZUR ,,,."n5 16, rh 11THODouble BPH THE Double HD LSSH Joist BCI• Hanger Ca city h Joist BCI• Hanger Ca city I Joist We Hanger Ca city ing Depth oist D Header oist 4500sl TH035950 2050 F( 10)16dI 2 10dx1'b" 4500s THF35925 1370 12 10d 2 10dx1'W 00 010 5000s TH020950.2 2330 6 10d , . 5000s THF20925-2 1390 12 10d 8 10d g• 0 0 9N 6000s TH023950•T 28256 10d ' 6000s THF23925.2 1625 14 10d 6 10d6500s TH025950•2 2825 8 10d 6500s THF25925-2 1390 12 10d 8 10d 4500s TH035118 2050 2 10dx1'b' 4500s THF35112 1825 16 10d 2 10dx1'b"5000s THOT0118•T 2330 8 10d SOOOs THF20112•T 1855 18 10d 6 10d 8000s THOT3118.2 2925 6 10d 60005 THF23178.2 1855 18 10d 8 10d 11/. 6500s TH025f18.2 2925 10 16d 8 10d "y' 6500s THF25118-2 1855 16 10d 6 10d 0 0 80s TH023118.2 3212 10 18d 8 10d 60s THF23118.2 1855 16 10d 8 tOd 90s I BPH77118 3455 10 16d 8 10d 90S HD7120 2255 16 16d 8 10d 0 4500s TH035140 2315 12 10d 2 10dxt%l 4500s THF35140 2320 18 10d 2 10dx1'/," 000 0 0 5000s TH020140.2 2330 10 16d 8 10d 5000s THF20140-2 2320 20 10d 8 10d 14• 6000s THO23140-2 3350 12 16d 8 10d . 6000s THF23140.2 2540 20 10d 6 10d 14" 6500s TH025140.2 3350 12 16d 8 10d 74 6500s THF25140.2 2500 20 10d 8 tOd ' 60s TH023140.2 3535 12 16d 6 10d 60s THF23140•2 2540 20 10d 6 lOd 90s SPH7114 3455 10 16d 8 10d 905 HD7140 2820 20 16d 8 10d 4500s TH035160 2359 12 10d(2,10dxlf' 4500s THF17157-2 2425 22 10d 2 10dxl'N 16, SOOOs THOTO180.2 2330 10 18d 8 10d 5000s 10 16' 16000sl TH023160.2 3137 12`16d I 8`10d 18. 6000s THFT3f80.2 3050 JgIU2d 6`10d I nnnlJVIJIM 1BCI• I Hanger 1""'•`"`r .I11 Anr IntelVIJInnIM1 BCI• I Hanger I "Or I.r"el "'r I hel41nTnnPlals Reflnr l l l aaa aI11111111 a l l l l - i 1 1 ro>jlTlrn>jIT i„)ro rn 1 slsa 1 tli-r:ro>ju r irr.c; 11 alltttttttt s 1 1>fl rir i fl:ro>lu>Ire1>ITriv, l s111111111 s 11 Iiiar>t>•ro ro l l 1 F3: f iL1Z>rDll rn>u fffr•itl> ro>fu rosu vii l 1 11> i l>s1:ro>llzlrel>v i»romJro> v. II F1• I:E f iCBi ro:b711rniul.;Wl'i tXXMM-1,kq414= MUM f0iIT III fLilUo W, lI1[XzWWrff F0WTJ=cam rnIU111r01I1 1 MO. Mr UST-7"' 10 tf Tji fiF r(]1M1. F iU,=1 li)rOil J10W.-.iv SUPU 3 1019-1rOIIT ivSi Iu • _ i1=f r01W.11L)W V.. E9:kf} i•i1 rOi[rBrF)il FiD.iii 1 ilul LTI1FORTI V f rxa 1•ro m>;r r•v. t„ • ro»m>•rraiv rrl:mats s rr it r:3i>.rc srrlmirrrair l l liF iiml>sl ram rel>iu s 1 i I31rF1•fi rotl lrel>;a r 1 saa 1 11i rot;ulreltul v< r•1: f i>ru>frc rrrivsa 11 ii>•rc>>Irnirrr. I l r:f r-rr:>•ro>fr>irrr vi 1 ri .>•rc srrnnjrrr. f LF: f#Y 11fW 1•goifflWGTIT 0 1IT, l.F91•iR EIIIIIIIIrol0llrcIRTI TEV r•I x® a111111!!s ETim Vlll>•iIITm113 fITIKIRTFW, V S P For more Information, STRUCTURAL contact V CONNECTORS' USP Structural Connectors at 1-800- 328-5934 or General Notes www. uspconnectors.com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or support conditions: contact supplier or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI• Joist end reaction capacities — whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers and beveled web stiffeners when BCI• Joist slope exceeds 1:" per foot. Leave clearance ('/s maximum) between the end o1 the supported joist and the head of the hanger. For BCI• Joist applications, consult USP for capacity reduction. Support Requirements Support material assumed to be Boise Cascade structural composite lumber orsawn lumber Douglas Ororsouthem pine species). Minimum support width for single- and double -joist top mount hangers is 3": (1'IN for THO hangers). Minimum support width for face mount hangers with IOd and 16d nails is 1%' and 2% respectively. coke tabcaue ewr • camun opEaoer uumv • ve vaicvla 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/instll. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSCO Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEEDO points under U.S. Green Building Council® residential and commercial green building programs including LEED for Homes and LEED for New Construction. Boise Cascade Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCI® Joist, VERSA- LAM®, and ALUOISr products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. Engineered Wood Products are available as PEFCO Chain - of -Custody certified, SFI® Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. If in doubt, ask! For the closest r Boise Cascade EWP distributor/support center, call r1-800-232-078' 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: Boise Cascade Engineered Wood Products Great products are only the (beginning® If no dealer is listed, call 1-800-232-0788 Copyright ® Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 1/2/2018 Florida Building Code Online Business 8 Professional Regulation db SCIS Home lag In User Registration Hot Topics ; Submit Surcharge Stats a Facts Publications FBC Staff BCIS Site Map 1 Links I Sear• r 1ai Product Approval IUSER: Public User C77K" Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F1.15036-112 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@rwbidgconsultants.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 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 Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv fb> Equivalency of Standards.odf https:/twww.floridabuilding.org/prlpr_app_Otl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL P Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 15036.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes. Impact Resistant: No Design Pressure: N/A' Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.9df Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE fa) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE fa) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 1S036.S.21 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 11 (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes https://www. 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 11 (a) Inst 1S036.7.2.df 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 fa) 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 FLIS036 R2 11 (a) Inst 15036.8.odf _ Approved for use outside HVHZ: Yes' Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.' 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.' 15036.30; j_ClassicCra_ft Fiberglass Door. 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration, limits of Use _ _ Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Ins[ 15036.10.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 Other: See INST 15036.10 for Design Pressure Ratings, any, Evaluation Reports FL15036 R2 AE (a) Eval 15036.10.odf' additional use limitations, installation instructions and product. Created by Independent_ Third Parry: Yes, particulars j 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 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: M U El c Credit Card Safe https://www.floridabuilding.org/pr/pr app_011.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 Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D535-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Sinned 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. Filch, 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. 011111111111 Sianed & Sealed by o_, a SCHA4/is.. Lyndon F. Schmidt, P.E. No 43409 9'• STATE OF : W A' 4 O R IV..- N ir116f0vA%E0% Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMAITRU* DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OLITSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and 6 in compliance with the 6th Edition 12017 Florida Building Code FBC) structural requirements Including the "High Velocity Hurricane tone" IHVH2). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shop be beyond wall dressing or stucco. 3. When used in the'HvHP this product Is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHP requiring wind borne debris protection this product 4 required to be protected with on impact resistant covering that complies with FBC Sections 16D9.1.2 d R301.2.1.2. S. For 2x stud framing construction, onchoring 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. Outswfng configurations using coastal still item A39 under active doors meet water infiltration requirements for "HVHT. 8. Inswing configurations and outswing configurations using A items 031 3 #33 under the active door do not meet the water infiltration requirements for the "HvHP. Inswing units shag be installed (in the "HVHT') only in non•hobitable areas or of 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 CONFEIM DESCRIPTION Typical elevations, d n pressures 8 general notes Door panel detak Horkontal crou sectionsMVerticalcrosssections Buck and frame anchoN+g . 2X tuck mosorvy construction Fame anchoring . 1 X buck mosorry construction Big of Motobh 3 Components 37-T MAX. OVERALL WIDTH Z O Mx x W 0 P p SWING OVERALL ' FRAME ' DIMENSION DESIGN PRESSURE (PSI) POSITIVE NEGATIVE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.S" 75.0 75.0 N dS n tT V •* y}tpp 17 a'. ilia N 77 Db p n plris it, o n m i an•; a oZu 9m. o nm V by p r ei5G0. 2 swr N.T.S. o c ON. JK hurt, fr• LFS FL-15036.6 rn I or 7 EXTERIOR 46 — V 41 z42 %N i C oq 43 c 4 i Ezo UN •• O iZ { o INTERIOR 46 $ F x f 5 a `a V C 1 HORIZONTAL CROSS SECTION $ _ 2 d 36.0' MAX. • DOOR PANEL VADIH st R 2 75 0 W EXTERIOR INTERIOR 4N a I t' -j oWo 0 o 8 2 . p e TOP RAIL N TCH STILE N N Z V Np Z V Vf W W O DO R ANEI L I ^ 4B Oostk aoD [ n ;; ; . _ a 'U L_J LJ o _ g NOTE: W000 DOOR COAIPONBJIS. OAK ISC.>• 0.67) 13.... 4S N — Z DAM 02124112 i u NINGE SDIF 4S BO M RAII 2 VERTICAL CROSS SECTION sCALc N.T. S. Ir 2 m+ o. e+: JK m aoL rr LFS ; DOAMC w: e n FL- 15036. 6 c c — —L or 7 O u J b Q ii rf 4 4 EMB.IIYP.) • ts + 20 t pi* ir``= R O Z8N •; 8 A z$•° y 40 7 06 21 INTERIOR C CZ 1 20YV33 7E 3 v Z 17 EXTERIOR 10g ' H 9 E _ _& 3 HORIZONTAL CROSS SECTION 1.1/1'MIN. 3 4 S 3 sh W/IKwb•buck 1.1/1'MIN. o EMB.ITYP.) cEMBIIYPI 4 4 4 a n D B o.1s o. N C D CSINK C SINK L PYP.l °. 20 20 O oNN N 8 e ° WSPSi O 40 7 F N 7 INTERIOR INTERIOR " e, t0 EXTERIOR EXTERIOR 10 K N Z 10 DAM 02124112 L 27 9 6 WALE. N.T.S E we sn JK 2 E C ux. er LFS t 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECnON au" 5036. E 3 Oulsw5+9 shown - Irowinp 3 edn9 G olso approved SHED 3 Or 7 0 a EXTERIOR J""ff.... INTERIOR T VEIMCAL CROSS SECTION 4 OuVngshwon-bwMrg also oPProved Op L O n 777 F h r*•11 N •; O e • ss 28zV 2p'mm EXTERIOR Y`"TLL6INTERIOR 2 VEIMCAL CROSS SECnON 4 Shownw/IXWb-bWk 3 VERTICAL CROSS SECflON S VERMAL CROSS SECTION q OtAswing confiaurotbn 4 OutswlnB tonlirnuotbn see general no es. sheet I see general no es sheet 1 for 1N; P water 1"01. ion for livHr water UOtrotbn requirements mqukements ULM LL: N.T.S. 3 c W. LFS ; MM FL- 15036.E o to 4 or 7 Q" D MASONRY 7 TYP. HEAD OPENING d JAMBS $ L 2X BUCK 130 BUCK ANCHORING For DP c= rB PSF STRIKE JAMB MASONRY OPENING FRAME 2X M D MASONRYJJAMBSMASONRYTYP. HEAD OPENING OPENING E JAMBS FRAME 1_ d 2X BUCK f tR h Ci 2X BUCK FRAME ANCHORING HINGE JAMB M0y 2X buck corufnrction for DP c- 4 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers troy be adjusted to maintain the min. edge "once to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to morforjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN.'CLEARANCE• MIN. CLEARANCE TYPE : - SIZE EMBEDMENT TO MASONRY . TO ADJACENT EDGE ANCHOR TAPCON ELCO Ipr 1.1/4' 1. 4' ULTRACON f. AWirraN o MnY+.xn SAT sloe dtna,ca fend dBronce. a M ac. spoe+p of woe we..s 10 pevem 00 sysrmq of wood. BUCK ANCHORING For DP > 4 PSF and DP <- 75 PSF LATCH A DEADBOLT DETAIL FRAME ANCHORING Mosom 2X buck construction for DP > 4 PSF and DP <. 7SPSF HINGE DETAIL rrr/, I y"'! n n J n tqpq 00 of a is•:Z i o u i m. RF(': mdo gEg o = pp d?n s\ N( U o o QUOm H UF U ofO YY mm as N.T.S. e ar JK i c er:7F5 9 FL- 15036.6 a - La 7 C TW.p: u s J 0 14 MASONRY _ TYP. HEAD _ ' MASONRY TYP. HEAD t E yp z $ e v OPENING d. JAMBS OPENING _ JAMBS _ S S d S n Ad ,i moai r d gEg o z d Y L FRAME — — : Q LI 1 1. L? — o X SFRAME 1 — o $ u1 Ir — — NQ^ Z i J J O x u Ws IXBUCK IXBUCK &I TYP. TYP. SILL — SILL — N N e STRIKE JAME • FRAME ANCHORING HINGE JAMB FRAME ANCHORING z MDsonry IX buck commxtfon Masonry I buck constructksn For DP - 48 PSF 28 For DP > 48 PSF and E CONCRETE ANCHOR NOTES: G DP r_ 75 PSF I. Concrete anchor locanoru of the cornea may be aeWsted to mahtoh the mh wt e edge distance to manor Join& z Concrete anchor loconaru noted as MAY. ON CENW must be adored to 9 1O a mohtah the mh edge distance to mortar Johis. odd ftld concrete ancnon may be regL*od to eruTxe the MAY. ON CENTErdknesubn are not exceeded. J. Concrete anchor rolste: 10 rs Q DATE 02124112 i suu: N. T S ° 27 owc Or. JK m anT Irr. LFS 3 OrEanwG rD.: ° aEwr TALLATION FL-15036.6 "- 1. Mohtaln a miryttum 5ff edge dbtonee. I•end distance. 6 I•o e. spoehp of LATCH A DEADROLT DETAIL HINGE DETAIL a wood screws to prevent the spRnng of wood. sail or O ANCHOR ANCHOR RAIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACFM TYPE EDGE ANCHOR nw a I/r I•i/4• r 4• iAPCON INs a snr la/4• r IaFr iA CON Q•. O` ci O O) V'`) c gN•• S _{ Eu g C*ul\R vz 5000 19 20 Nib t SID \ of i NEEa CZ O 4 F-- 2.20 ---1 WT1-4.0.I SI BU C ESNO L LIE o$ G is 5.75 I L o r N N SEIf NG SADDLE REI OU) ° u o E - o o wW W A a 2.96 of ° W = e_Q o- o Larc 02124112 i N.T.S S9 IM.N WA1ER DAM iHRESNOID we En• JK ° a«. m: LFS ; n FL-15036.6 c swm 7 of 7 0 BILL OF MATERIALS ITEM DESCRIP110N MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2J/4' PFH ElCO CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HO CONCRETE 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 or Profmional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidolite 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. 611320-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by o% d°F SGf 1;;;°0 0 Lyndon F. Schmidt, P.E. moo' G E // $ •. % Signed & Sealed by 16' Lyndon F. Schmidt, P.E. No 43409 4 tr s Lyndon F. Schmidt, P.E. STATE OF : FL PE No. 43409 0 R t ,eo'` 10/16/2017 7t'717Ye[:t'•1 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in complionce with the 6th Edition )2DI7) Florida Building Code FBC) structural requirements Including the "High Velocity Hurricane Zone" )HVHZ). 2. Product anchors shall be as bled and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the imr this product is required to be protected with on Impact resistant covering that complies with Section 1626 of the FBC. a. When used in areas outside of the'HVHr requiting wind bome debris protection this product is required to be protected with on impact resistant coveting that complies with FBC Sections 1609.1.2 a R301.2.1.2. S. For 2x stud froming construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidefites meet water infiltration requirements for imr. 8. Inswing configurations and outswing conligruotions using sr>t items 931 3 R33 under the active door do not meet the water Infiltration requirements for the imr. Inswing units shop be Installed (in the imn only in non•twbitoble areas or of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill B less than 45 degrees. TABLE Of CONTENTS SHEET R DESCRIPTION 1 Typical elevorans. design pressures a general notes 2 Door panel details 3 Sidelte panel detoik 1 Glazing detol 4 Hgtra lal crois sections S Vertical cross sections 6 Vertical cross sections 7 Buck and home anchoring . 2X buck masonry cosstnxtion B FTame anchoring .1x buck masonry construction 9 BII of Materials d Components a a 53.13' MAX. OVERALL WIDTH "• T, z 1 s = 0 o 0 lu r:;Q N 4 z Z S 9 O man V[ p OCCSS Jfl SWING OVERALL . FRAME- DIMENSION DESIGN PRESSURE (PSI) WITHOUTSURfACE _ BOLTS... WITH SURFACE - BOLTS POSITIVE ' NEGATIVE POSITIVE NEGATIVE INSWING S3.13" x 9B.D" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 oo. m: JK cwr. trr: LFS FL- *036.7 IT I or 9 EXTERIOR = O *c == a 43 V'spn 11111*1 11 1``` ORnnm2 uN•• INTERIOR 14 1 NORIZOMAL CROSS SECTION oo c* y mom". DOOR PANEL WIDTH 2 o N Y W EXTERIOR INTERIOR IAW Cd L C e 4t TOP RAII 4J LATCN SillE o 0 QQ ! n P W W O ul 00 30' r 1.46' 4D DOOR PANEL L 13NOTE. WOW DOOR C0AI0MM: OOAK PG >• D•4f) j- Imit 02124112 i scaK: N.T.S. u HINGE Sillf BOTTOM RAII Q VERDCAL CROSS SECTION o c W.Am aa. a~: LFS ; wurwe w: a IS FL-15036.7 c Dw or O 117 PANI 7. D.L so srofufE EAML NOTE WOOD SUM COMPONM: Mg ISG>" 0.421 NOTE: 1. Spacing for item / 18 d 029 (rite home screws) Is as follows: From the bottom up on sides: 6.5, with 7) more spaced of 9.88" o.c. there ore (2) screws both top and bottom 2.13' in from each corner, ivy r-14T S 1 LISOELITE Top A iTMR. EXTERIOR INTERIOR IORIZONTAL CROSS SECDON MIN. SS THK. EXTERIOR I/8' TEMPERED GLASS AIR SPACE 1/8, TEMPERED GLASS INTERIOR P IJ Att Gi GLAZING DETAIL S YmAoted glom w/ pvc its frorve MIN. kSS THK. 1 /8' TEMPERED GLASS AIR SPACE I/8' TEMPERED GLASS EXTERIOR J i (•,• P0 N •; Sl A s SiIL e= 9EE pp n b INTERIOR a'<:02124112 Sws= N.T.S. 1, 1 A 2 VERDCAL CROSS SECDON aac n LFS 3 wars ro_- FL-15036.7 swrl 3 or y9 d, 0 SEE NOTE 1 M 14 SO 11 INTERIOR G a, , 21 L EXTERIOR 1 20 4 4 o.1s 44 IIFes- C SINK 17 C ( TYP.) It B q 1-1/r'MIN. 1 HORIZONTAL CROSS SECTION D 61 EMS. (1YP.) 4 0lrtswing appr vedshown • Ins." S oho S 4 3 3 5 INTERIOR EXTERIOR u1c; I. The sidefite is direct set Into the jamb with (12) item NM INS X 2 PFH wood screw). There ore 14 at each vertical jamb from the top down of U.S. 31% 48.5" d 66% SEE NO' EXTERIOR HORIZONTAL CROSS SECTION SECTION 4 Outswing configuration 4 HORIZONTAL CROSS SECTION 4 Womng configlation 1.1 /P MIN INTER EXTEF S HORIZONTAL CROSS SECTION 4 SI-.W/IX.b-buck INTERIOR EXTERIO1 3 HURILUNIAL LNUSS ULHUN 4 Outswing shown . bawirlg also approved i ` oPnuP 10 111 11 D Z UN •. n s i "=c{iEsog c 1 9 cgga muS rd Eo d 3n L N ZW u p I.1/PMIN. o EMS.ITYP.) n n u• N.T.S I BY. A f. LFS r"C w.: FL-15036.7 n 4 or v 19 INTERIOR 1 VERTICAL CROSS SECTION S o koapproved - one i a ' 61 0 0 62 EXTERIOR INTERIOR 7 INTERIOR EXTERIOR 62 01 Jy T.` O 0 60 lot l\ w E z124 ow p o IL VVV m 1 LL Z A... N.T.S. o e. Br: JK m unc. W. LFSDPAWNXNO, n FL-15036.7 c Sao 5 or - " 0 50WSEE TEINTERIORRIOR 1 VERTICAL CROSS SECTION 6 proed • irxiwhe r3-"N VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 C C Z t INTERIOR S VERTICAL CROSS SECTION 6 Outr*fng confipurofion W SEE NOTE 1 INTERIOREXTERIOR 2 VERTICAL CROSS SECTION k'±j Shown w/1 X Sub -buck dw 4m un•; o z{ r. E z vo rl g LW ximpoa` a V" G VJ NOTE: 1. Anchors ossy Ihry heod and sHl of 4" in from each coiner end. 4 VERTICAL CROSS SECTION 6 bxwing conrgurotion I E. 02124112 = u: N.T. S or. JK c c Of: LFS ; nWo ro ° FL- 15036.7 c n or 9 G A I 1 ? AC 60Sman SEE DETAIL 1 '% i' • , % m p 'r/rr ! ` A R c zo MASONRY TYP. HEAD V a IYP. HEAD " ` { MASONRY OPENING rL JAMBS OPENING A, JAMBS \` € $ g c W V d ou MULLION TYP. _ `^° p n ° L SHOWN FOR FRAMEREFERENCEd 2X BUCK ONLY o zo2XBUCK F _ tq LJ TYP. p 52 N ) SILL 1 W W 0 In 0 yy 1 1 W a O 66 SEE DETAIL 2 mm BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB N Mosony 2X buck conshwil n z ] 63 oz a o V N N V CONCRETE ANCHOR NOTES: is M OUTSWING W D 1. Concrete anchor Locotons of the comers may be adjusted to maintain the min. 64 u edge distance to mortar joints. INSWING 63 Qr2. Concrete anchor Locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors DETAIL 1 DETAIL 1 9 amayberequiredtoensuretheMAX. ON CENTER' dimension ore not exceeded. Attach fUAace boll AHoch surloce boll strike plate to Frame strike plate to from K a a = 3. Concrete anchor fable: M OUTSWING os sh— (Out-ft) as shown (fwb+e) D INSWING 65 66 64 1041 2] etLIL~-2 U i WE 02124112 °z 2 ` LATCH AAEADBOLTDETAIL 63 scut: N.T.S. ° 63 HINGE DETAIL ~ JK m DETAIL 2 DETAIL 2 C"K. er. LFS ; WOOD SCREW INSTALLATION NOTES: Attach kdoce bolt Attach sudoce boll aftwat "0. a 1` 1. Maintain a n inhnum 5Ar edge distance, 1' end distance, 3 1' o.c. spacing of stoke plate at the threshold stoke plate at the threshold FL-15036. 7 0 wood screws to prevent the splitting of wood. (Ou B) P e) sllrn 7 or 9 Oo — 1 ANCHOR ANCHOR MIN. CIFARAN[E: MIN. CLEARANCE TYPE. SITE.EMBEDMENT TO MASONRY iOADJACENi• EDGE ANCHOR lTw • T 1• 1.1/1' r TAPCON ELCO 1/4" 1.1/, 1• 4• ULTRACON ITw a 3/16• 1.1/0' 3• TAPCON MASON, OPENIN FRAA 1X r r r SEE DETAIL I JJAMBSTYP. HEAD d _ 3 AI TYP. E LUCK I N F TYP. I SILL I y SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction r 1. Concrete anchor locations of me comers may be odpAted to matnto6h the min. edge distance to mortor joints. 2. Concrete onchd bcatbns Or as'IAAX. ONCENTER- must be adjusted to maintain the mmor in. edgedistancetotorjoints, additional Concrete anchors e requked to ensure th may beMAX. ON CENTER• dtmensbn ore not excooded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE, EMBEDMENT TO MASONRY . TOADJACENT EDGE ANCHOR ITN TAPCON ITIN TAPCONe 311C 1.1/4- r WOOD SCREW INSTALLATION NOTES: Moinrobh o m4Wswm distance. fend distance, a 1-o.c. spacing of 1. SAT' edge wood screws to prevent the spitting of wood. to 7 I i0 U 0 HINGE JAMB 1 LATCH A DEADROLT DETAIL DETAIL I Attach Kdoce bolf stoke plate to home as stho wn IOuhw6hg) 65 66 63rf "I DETAIL 2 Attach K doce bolt stoke plate of the threshold IOttt"hg) r X. S' n 5 P hv v a - i c$ § 6 rc Nan c° maa e N: HINGE DETAIL 63 OY DETAIL I Attach R00ce bolt stoke plate to home os shown Ilrowinp) 64 63 DETAIL 2 Attach kdoce bolt strike plate of the threshold UM*V) u: N. T.S. Or JK L er. LFS wm NO FL-15O36. 7 ry 8 a 9 BILL Of MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 % BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /1"INTERCEPT SPACER STEEL C MAX. i /4"SHIM SPACE WOOD 25 SI Q•O o I it, y 0pp 0 i< A C C p d ¢ W m'••i maul r c= 4 m z g W w p0x u m -+ c m 0 0 IL CCU z. A - --{ § F- — 2 20 I W Z_ Ko r 2.12' I c I eeo-- 2.36• --i -,ram- T II I-7 W W I- 4AT -I O19 20 HFAD SI u jamb I6 OUISWING SIDEUiE 31 RUMP fACE 1HRESH U) OW iROfI1F 0 n Spaer 2 — 2.36' 156' 2.59• --j 1 69 'j M 2.1S = 1.65 I —21P ` 1 68 I 5.7S o^ p z N " Z a Lv{ MIN: 02124112toiLL N.T.S. L ore e.. JK m' L i D.ST --I I^ t -- i i ST r I 0«. W. LF$ lASiIC UP LIIE FRAME IS INSWING SIDEUIE 26 F MEME SELF DJUSi1NG SADDLE 111REHOID 3f IGiW D M iNRESI DLDDMiNRESIOLD230SpanPv0FL-15036.7 0 smm 9 a O ter Lst I R W R W Building Consultants, Inc. B Consulting and Engineering Scrviccs for the Building Industry C P.O. Dox 230 Valrico. FL 33595 Plwnc 813.659.9197 Florida Board orProressional Ent;inecrs Certificate orAudionamion No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43617 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 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Filch, 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) etiL , ito: f i Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ; f • ::.,; °'i,, Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) .'" '••' G E N S; .tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management ' Institute, certifying that Therma Tru Corporation is manufacturing products -10 : ' 1Y. ,„ within a quality assurance program that complies with ISO/IEC 17020 and ':1 STt-T E' OF :; V 4 Lyndon F. Schmidt, P.E. Guide 53. r0•,• f. v •: vcti FL PE No. 43409 G •:• • 10/16/2017 Sheet 1 of 1 Q .: •' ; o i0<<iS 0C 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 61h Edition (2D17) Florida Building Code FBC) structural requirements including the High Velocity Hurricane Zone' (HWHZ). 2. Product anchors shall be as Bated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the iivHT this product is 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 "HvHr requiring wind borne debris protection this product is required to be protected with on impact resistant covering that compiles with FBC Sections 1609.1.2 S R301.2.1.2. S. For 2u stud froming 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 droving require further engineering analysis by o licensed engineer or registered architect. 7. Outswing configurations using coastal sill item R39 under active doors and oil d h used under sideiltes meet water infiltration requirements for. l mr. 8. Inswing configurations and outswing configurations using sill items R31 d 033 under the active door do not meet the water infiltration requirements for the mHVHr. Inswing units shag be Installed (in the HVHZI only in non-hobitoble areas or of habitable locations protected by on overhang or canopy such that the ongle between the edge of canopy or overhona to sill Is less than 45 degrees. TABLE OF CONTENTS SHEET • DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Door panel details 3 Sidefte panel defogs 3 Gloft detoll 4 Horizontal cross sections S Vertical cross sections 6 Vertical cross sections 7 Buck and frame onchoMg - 2X buck mosorvy construction 8 I Frame anchoring . IX buck mosomy construction 9 1 Big of Materials d Components j- rills MAX. OVERALL WIDTH 3 x m 0 IS SWING' - OVERALL - FRAME DIMENSION _: DESIGN PRESSURE (PSF) WITHOUTSURFACE BOLTS •• WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.5* a 98.0" 47,0 47.0 60•0 60•0 OUTSWING 6B.S' a 96.5' 47.0 47.0 60.0 scar. N.T.S. arc. ec JK ax By: LFS FL- M36.8 xs I or 9 R st a 1t EXTERIOR i, 46 42 = N• 4C .`2 da 0 Ea ov INTERIOR 46 ,`X d c IL 4 HORIZONTAL CROSS SECTION 36.0' MAX. D. i DOOR PANEL VNDTH ff o N J CLFEXTERIORINTERIORW W a 4.11• e 42 ro RAIL u U1CN mtE o 0 N N P W W 0 41 = — e oo W C o nEL s NOTE: WOOD DOOR COMPONEMS: OAK DG>• 0.671 s i t' '. DAM 02124112 zz ULM N N1NGE LE l011CMRAII S•.,N.T.S. d 4 VERTICAL CROSS SECTION M. W. JK o 2 cm IN. US 3 WAWW No.. FL-15036.8 c s«gr 2 or o 13.7 PANT 7. D.L SO IDEUTE NE NOTE WOODSNE;11E COMPONENTS: PWE ISG"0.42) NOTE: 1. Spocing for Item B 18 A #29 I ite frame screws) is os follows: From the bottom up on sides: 6.5". with 7) more spoced of 9.W o.c. there ore 12) screws both top and bottom 2.13" in from eoch comer. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION S GLASS SITE MIN. 26 ISS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE IAr TEMPERED INTERIORGLASS 25 L S I SIOEUM TD/ A BTALRol G, GLAZING DETAIIS frorne YwAoted yoss W/ M ite 7 I072 S2 SIDELIIE STILE I/r MIN. GLASSTHK. TEMPERED Guns EXTERIOR AIR SPACF I /8• TEMPERED GLASS 40 41 US ari 1z, S1 8N.: A u pp2p C W oe= E u INTERIOR 2 VERTICAL CROSS SECTION 3 L 02124112 u: N.T.S. a ff. JK a c w: LFS ), AVC . o n FL-15036.8 T -L orb G D SEE NOTE I M 14 SO 11 INTERIOR o s '°.• L EXTERIOR 20 b O.1 S C SINK TYP.) 1•I/."MIN. 1 HORIZONTAL CROSS SECTION sEMB. (TYP.) a Outswir\g shawl\ • inswingohooppraved u M S SEE NOTE 1 0.s CSINK TYP.) INTERIOR U 27 \@ EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECDON 4 outs%" con"tion 4 Outswnr\g configuration ITE I SEE NOTI INTERIOR NEEOTE EXTERIOR 1•I/PMIN. EMB. (TYP.) HORIZONTAL CROSS SECTION 4 J grown w/Ix wb-butt NOTE: 1. The sideGte is direct set into the jamb with ( 12) item 11M (018 X T PFH wood screw) There are (4) at each vertical jamb from the top down of 13.5". 31"• 48. 5" 6 W. XTERIOI JTERIOF 4 HORIZONTAL CROSS SECTION a Insw np configuration 10 0. S0Y i9 I4l It Z OaX PIrc' 4[ o Sr • 1 u i{ 5C o n mnLFgkE d 0 O p Z I LA U Wm N mG S HORIZONTAL CROSS SECTION a Inswing configuration e 02124112 : u• N T.S. ° er JK m tn: LFS i wrm No.: rt FL- 15036.8 " 0 n or 9 " 0 1 VERTICAL CROSS SECTION 5 aczovdr' +9 Z 61 624-.. INTERIOR saut. N.T.S. i ore By,. JK o o.c rr. LFS i D"Wwo No. R N FL-15036.8 0 SWEI 5 or 9 oN SO M !2 n. SEE NOTE I INTERIOR EXTERIOR VERTICAL CROSS SEMN 6 Outswing ".d— - 18 oko opproved INTERIOR SEE NOTE 11 p111 EXTERIOR 3 VERDCAL CROSS SEMON 6 OutrAV conripwotion EXTERIOR SEE NOTE 1 C Ci i zcL: INTERIOR rS'*N VERTICAL CROSS SECTION 6 Out wing confipurofion SEE NOTE I INTERIOR EXTERIORlwzdYVERTICALCROSSSECTION 6 Shownw/IX.11-buck A. 00 gg '/ lllllll R Z11t 0 IL E 2 NOTE: 1. Anchors ossy Ihru heod and sill of 4" in from eoch corner end. 4 VERDCAL CROSS SECTION fi unwing conagimfion 1 I I".X ° t Br LFS ? ro No.: ° FL-15036.8 c ri —L or Q I MASONRY TYP. HEAD OPENING JAMBS SEE NOTE 1 2X BUCK MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor bcotions of the comers may be adjusted to maintain the min. edge distance to mortor Joints. 2. Concrete anchor bcatfons 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' dxnenslon ore 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" TAPCONa ELCO 1/4" 1.1/4" ULTRACON ITW s 3/1C 1.1/C 3" TAPCON VVUUU 3GK[W IN31ALLAFIUN NUIt3: 1. Maintain a minimum 5/8" edge distance, 1' end distance, d I' o.c. spacing of wood screws to prevent the splitting of wood. II I Ic III SEE DETAIL 1 IIII O TYP. HEAD 3 MASONRY JAMBS OPENING FRAME M TYP. 2X BUCK F TYP. I SILL LATCH A DEADIOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Mosormy 2X buck constmi'ion l OUTSWING 63 INSWING DETAIL 1 Attach P Aoce boll stoke plate to home as shown (Oulswing) DUTSWING ISS 66 INSWING IS3 DETAIL 2 Attach Rdoce bob stoke plate of the threshold Outswilg) 1 HINGE JAMB 63 64 DETAIL 1 Attach suAoce bolt strike plots to fnsme as stlawn (u,sdng) d3 DETAIL 2 Attach sultace boll strike plots of the threshold UftwbIg) HINGE DETAIL A% yyT 1 y4 a•O` pb p h rrr• e s 0 t° amx§ 1L py O CC= O Np cs z 1 LO.I FW N KI m? u: N.T.S. er. JK c W. LFS rs6 Mil.: FL-15036.8 n 7 or 9 MASONI OPENIN FRAti Ix I I I I I I I I I SEE DETAIL 1 TYP. HEAD d TJAMBSIY a M TV. E E I ci O LUCK F TV. N SILL I i 1 I I I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES, Mosorvy 1 x buck constnrctlan 1. Concrete anchor locations of The Comers may be odAnfed to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locoeans npfed os nMx. ON CENTER' must be o*Ated to maintain the min, edge distance to morfor Jdnh. odd tbr,& concrete anchors maybe required to ensure the 'MAX. ON CENTER'dinenslon ore nor exceeded. A Concrete anchor rode: ANCHOR • ANCHOR, MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EbrE ANCHOR PTW 11• 1.1/P r r' TA CON. nw TA CONS 311C 1.1JI• r I.1Jr rwrr wxc•• rnarnunrrvn nvrca. 1. Maintain a mknirswrm 5Ar edge distance. I• end d7stonce. IL I • o.c. spacing of wood screws to prevent thescrewstopreventme spin of wood. HINGE JAMB LATCH B DEADIOLT DETAIL DETAIL 1 Attach surfoce bolt stoke plate to frame os shown (OutwAng) 6S 66 63J DETAIL 2 Attach surface bolt strike plate at the threshold Outswk+0) 1iINGET7ETAll 63 64 DETAIL 1 Attach surface boll Mke plate to home as shown jIrv* g) 64 63 DETAIL Z Attach surface bolt stoke plate of the threshold lnswirv) d r W m G 12 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 I/4" INTERCEPT SPACER STEEL C MAX. 1 /4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LIFE FRAME PVC PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8-10 X 1-1/7 PLASCREW STEEL I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1 /4' X 3.3/4' PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 7' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1 /2" PFH WOOD SCREW 1.1 S" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 1 #8 X 7' PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2-3/4" PFH IIW CONCRETE SCREW STEEL 41 DOOR SKIN; .12S" MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH FY (MIN.) = 6,000 PSI FIBERGLASS7SHORTREACHCOMPRESSIONWEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 1 TOP RAIL COMP. 9 4' X $ HINGE .097" THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 14 1' L. X .04(r DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDEUIE SPACER PVC S1 SIDELITE TOP S BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC S2 I SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1.3/4" L. STEEL 20 I SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 1 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 64 10 X 2.1/4' PFH SCREW STEEL 22 11 /8 THK. CELLULAR GLAZING TAPE 65 3/16 X 2-1 /4' PFH 11W CONCRETE SCREW STEEL 4.56' -{ 1 66 3/16" X 2-3/4" PFH 11W CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW LT I rn IoFes— 2.3C 19 20 N i SIDE 4,56' ft 2.59' 2.36' 1.d8" L o.s3• —I I-- 9 HIGH WA1ER DAM THRESHOLD 2S ILASTIC UP 111E FRAME SMC a IS MOVINGSIDEUTESPoca 26 /LASTIC UP WE FRAME PvC STEEL iF-- 2.211' --- TF- 4.6J' -I , 0 i RUM/ FACE THRESHOLD LOW /ROfIUi s.Is -1 to %ZSELF ADJUSTING SADDLE iHRENOID seuc: N.T.S. er X a•c or LFS FL-15036.8 n -L or -9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Plionc 813.659.9197 Florida Board or Professional Enginccrs Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney; P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ,a r1i3 c:rit6fo Lyndon F. Schmidt, P.E. 4. Quality Assurance oo` a S c f''% % a. o .-''• p,,c:••. Certificate of Participation issued by National Accreditation and ; •\C. •• pis Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies X , ;• . with ISO/IEC 17020 and Guide 53. •. „/-`-1 O i nr 1;+Z Lyndon F. Schmidt, P.E. J a FL PE No. 43409 10/1612017 Sheet 1 of 1 ,s, •• , .,..- .;%.,v aoIfrsIgU Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by THERMAN . IRTJ DOO Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 61h Edition (2017( Hoddo Building Code FBC( structural requirements including the "High Velocity Hurricane lone- (HVHZ). 2. Product anchors sholl be as Fated 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 required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHr requiring wind borne debris protection this product is requked to be protected with on impact resistont covering that complies with FBC Sections 1609.1.2 3 R3D1.2.1.2. S. For 2x stud framing construction, anchoring of these units sholl be the some as that shown for 2x buck mosonry 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 "HVHr. 8. Inswing configurations and outswing configurations using sill items B31 & R33 under the octave door do not meet the water infiltration requirements for the "HVHr. Inswing units shall be Installed (n the "MZI only in non-hobitoble areas or of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to slit 6 less than 45 degrees. TABLE OF CONIENR DESCRIPTION T al elewtions. d n essures a enrol notes Door panel detailsFHor@ontolCronsectlasVedkalironsections Buck ondwring Frame onchoring - 2X buck mosony construction 7 Frame onchaing -1 X buck mosorvy construction B Astrogoldefolls 9 1 BE of Materials & Components I4.S MAX. OVERALL FRAME WIDTH N ; It V C= W O K 0 [U [U elu IU W C 0 IHL SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF).- WITHOUTSURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 74.S' x 9111.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.S" 47.0 47.0 60.0 60.0 v a sat: N.T.S. o*& n: JK tm. or. LFS FL-15036.9 EXTERIOR 46 n INTERIOR rl"\ HORIZONTAL CROSS SECTION 360MAX. DOOR PANEL VAD7H 2"\ 1.48' T- L 80 Ji 2 lw_ - il— o- T e L 1.4r 6 _ -W 1.4r aM11PANEL _T L NOW: WOW DOOR COMM>&M: OAX ISO M671 T EXTERIOR INTERIOR ri\ VERMAL CROSS SECTION A& N.T.S. 9r. JK t. w LFS i NO . FL- 15036.9 xy 2 or k4V// 4 4 EMB. (IYP.) j 20 C A ' ' t3 i *t o c o 1393 J% py 8 A$=u 21 7 INTERIOR ate. 1 0 3 gi IL O--- 17 g AlR EXTERIORIttoNi 61E 4 HORIZONTAL CROSS SECTION 7 d1• i/1'MIN. 3 4 S 3 Shownw/1XsubMlck 1.1/"MIN. ( °C EMB. ( 1YP.) EMB. (1YP.) 4 4 4 0 n D C 0.18' 0.1.7 (r MINK MINK • • + N l F (N ( ttP.) L C B ua .• NN 7 40 1 40 7 _ INTERIOR 7 INTERIOR oxQ n z K 10 EXTERIOR 40 13 4o EXTERIOR 10 to K o• n:02124112 i z B 10 9 L 27 9 8 swt: N.T.S. Ir E E orc. or A o 2 CHIC. W. LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DUWM NO.: ° E S Outswillp sham - irxwfng 3 Outswing shows+. Inswing 3 Oldswklg ++ kls`11D FL-15036.9 "- s oho opproved oho oppmved oho opprored s>, rn or 9 O a r v 19 cdINTERIOR L 1 VEIMCAL CROSS SECnON q 9 • Irxwln9 far' req 09 is, ftst 1 walrotbn i g CCC• { o a e' • rr ran •: e o9D z { m r j 4LMM ior' req Eo $ 0 M AD r ggx3s' Win rl It a fill TYP. HEAD E m 3 JAMBS d g IT. MASONRY L; A: IL OPENING z ASTRAGAL SHOWN FOR rn REFERENCE 2X BUCK ONLY P G a v d c 55m N N CONCRETE ANCHOR NOTES: 1. Concrete anchor bcotbns of the comers may be adjusted to maintain the min. BUCK ANCHORING edge distance to mono Joints. 2. Concrete onctwr locations noted as MAX. ON CENTER" must be odpAted to i maintain the min. edge distance to mortarJoints, additional concrete anchors ^ may be required to ensure the MAX. ON CENTER' dimension are not exceeded. e . Q 3. Concrete anchor table: n - Z u DIM 02124112 = srrus: N.T.S. 4 DwG W. JK m' CHIT.• n LFS 3 du. e/e w36. 9 I., WOOD SCREW NPAUABOA FL-150 0 1. eCps n wood rae.s to provenr Owrp1Mq a woo. SHEETor O ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE iOADJACEM'- ANCHOR ' m" . T/ P T•T/t• 2• a• IAPCON ElCO 1/ 4• 1•T/P T• P ULTRACON MahtaN o minN+um S/C dnroncs. 1•entl ebtonca t list. p ar G t 2 L 0O 1 Is SEE DETAIL L 1 MASONRY — TYP, HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR REFERENCE FRAME ONLY u0 MUCK, F SEE DETAIL TYP• r I SILL I 1 I I I 1 1 FRAME ANCHORING Mowry 2) buck constnutlan lot DP c 4B PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor Iocollans noted as MAX. ON CENTER' must be adjusted to molnloin the min. edge distance to mortor Joints. additional concrete onchors may be requ6ed 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 ANCHOR. EDGE ITW a A" TAPCON 11C 3/1r 3" TAPCONe I WWUJ{..KCw II1UTALIAIINnr"VrC: 1. Maintain a minimum 5/8' edge distance. 1' end distance. 6 1' O.C. sPOCLV of wood screws to prevent the splitting of wood. Is `\ ... •. w '/' + fin SEE DETAIL E$xP{ OMPENING _ 3 JAMBS — ^ B ` u old x? ' ASTRAGAL r: ° SHOWN FOR FRAME REFERENCE ONLY _ 2X BUCK SEE DETAIL F ttP. 7 I SILL — En Z 1 I I I I 1 I u g B FRAME ANCHORING HINGE JAMB mow:2X fuck construction 5 5forDP > 48 PST and DP c- 6WSF 2 L 2 63 9 K N N 10 W W O on l 64 0 o 63 W W DETAIL 1 DETAIL i AttacheshppOftdoce bolt AHOCh COM90110iffoee bob _ strike plates to home stoke plates to trome HINGE DETAIL as shown (OutrAV) as shown (hswln0) a 63 6S 66 64 ° - r a-m 02124112 i 27 scut• N.T.S. 63 D 6Im JK m DETAIL 2 DETAIL 2 Oa. of. LFS e Attach SUAace bolt Attach stxtoce boll o strike plate of titre IIYesIhaM strike plate at the threshold LATCH A DEADBOLT DETAIL FL-15036.9 a 10 +01 P +gl vW of $ p a R A a I 09 7S r I SEE DETAIL J 1' MASONRY ttP• HEAD r OPENING 3 JAMBS ASTRAGAL — SHOWN FOR FRAME REFERENCE ONLY IX SEE DETAIL r ttP. 7 SILL I FRAME ANCHORING M-O 1X buck construction fos DP n 48 PSF kO SEE DETAIL r MASONRY TYP. HEAD IJ OPENING _ 3 JAMBS cd ASTRAGAL d SHOWN FOR g` o= FRAME REFERENCE " 3e ONLY _ I IX BUCK — F — ' Xu SEE DETAIL ttP. Z" I SILL m o ik of sr FRAME ANCHORING ASTRAGAL STRIKE JAMB unospyy 1 X buck consttuctkxn CONCRETE ANCHOR NOTES: I. Concrete anchor locotions at the comers may be adAnted to maintain the min. edge dstonce to mortorMnts. 2. Concrete anchor bcotions noted as MAX. ON CENTER' must be od/usted to maintain the min. edge distance to mortor Joints. additional concrete anchors may be requked to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: L` rP ANCHOR ANCHOR MIN., MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR.. I1\N 1/4" 1.1/4• r TAPCON Ilw 3/1C 1.1/P r TAPCON* I wvaa.rcc.. rr•arnav+rvr. r•vrr.u. 1. Maintain o n**num S/r edge distance. 1 • end dfslanC0. A 1.O.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP c- WM 2 67 2 63 63 l 64 DETAIL I DETAIL I Attach a1ftO9O1V5LdOC8 bolt Attach as suAoce boll shoe pbTes home amn tPreAV) at flnOwtn (OututLwbnD) as 63 66 64 63 DETAIL 2 DETAIL 2 Attach Ylrlace bolt Attach Axlace bolt sbke plate of the threshold strike plate of the th estaid lOiftwing) R—I ng) HINGE JAMB LATCH A DEADBOLT DETAIL u: N.T.S. N: JK cr. LFS W" rq: FL-15036.9 xs _L Of j A OP O j. T iN •: n O O 2{ Sm°• u 95.25 m p a m0.0.Ll 18. 88' 18.36' 20.63' 18.5 11.38' r I IO lu Ip 13 TYP. a 13 TYP. TYP. 13 W N 0 3. 2.73.25' Lo r z• 0. 75' 1.91. --1 0.75 a; Nn SEE NOTE I $ a C4 4 xxL, sILaJ II-- wr e w e biRAG L AI N - 1O o Z Y NOTE: 0-1t:02124112 WAM N.T.S. 5 1. THE ASTRAGAL BOLT HAS A T'THROW AT THE TOP AND M. m+: JK m THEBOTTOM. i' Cat. b: LFS i ro0 FL-15036.9 4M _ L or g C 1 w et. 44 O ngo i \ ri fn 1 /'' I/ • * • ``` O r z i. I I 11 f! a •: o F-- 23d• E$ § cw 19 20 HEAD ASIDE R' J n w bmb tc • a 0z n 2.20'--I R I II Z st 4A3' i i in > ? iRst 9 SI RU IfA E111RE N ID IOWIR fllE o U S I K m 6 5.75 1 V T N N 1 LnZ SELF ADJUSTING SADDLE MREHOID W m ui D oQ 4 56 g 2. W W Z D_ Q N • d1 = s1 N 2 u i L WE 02 24 12 i wut: N.T.S. NIGN WATERNIGN WATERDAMRFSN !D!Dowe my. JK ° F J9 o• c er. VS ; WAVAC w: _ FL- 15036.9 0 G sHtn 9 a 9 p YO 1 Blll OF MATERIALS REM DESCRIPITON MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D 1 /4" X 2.3/4"PFH ELCO OR 111N CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301ORHOLLOWBLOCKCONFORMINGTOASTMC90CONCRETE F I/4' X 1-3/4' RV/ CONCRETE SCREW STEEL G 3/16 X 3-1/4' PFH 11W CONCRETE SCREW STEEL H 1/4' x 3-1 /4"PFH 114Y CONCRETE SCREW HEEL I 1 /4" X 2-1l4"PFH I1W CONCRETE SCREW STEEL J 1 /4' X 3-3/4"PFH ITW CONCRETE SCREW STEEL K q 10 X 2" PFH WOOD SCREW STEEL t q8 X 2-1 IT PFH WOOD SCREW 1.15 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 8 TONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T THK. T E 10 q 10 X 3/1"PFH WOOD SCREW WHINGE TO FRAME STEEL 13 N 10 X 1-1/7 PANHEAD SMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIFS STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOIT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 PSI TMERMA TRU WITH YIELD SiRENGiH Fy MIN FIBERGLASSFIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE 60 1 /2" SURFACE BOLT SPACER STEEL bl IVES SURFACE BOLT g154 8.0' L. X .2S THK. STEEL STEEL 62 1/4-20 SIX BOLT W/ 1/4-20 FEMALE END X 1/4" 1. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 q10 X 2-1/2" PFH SCREW STEEL 6S 3/16' X 2-1/4' PFH I1W CONCRETE SCREW STEEL 66 3/16 X 2/4' PFH 11W CONCRETE SCREW STEEL 67 3/16" X 3/4" PFH I>VV CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33S9S Phone 813,659.9197 Florida Board or Professional Engineers Cenificate of Audhoriaiion No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the Slate 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 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. 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-15030.10 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 oulswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) eat't si"' r 3. Calculations Prepared by .%`(; C Anchoring RW Building Consultants, Inc. (CA #9813) '.•'(. i': ;•; ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 434D3 p4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemer-4 :L Institute, certifying that Therma Tru Corporation is manufacturing products '= 'O : _ _ KJ u within a quality assurance program that complies with ISOAEC 17020 and '. S `= O : Guide 53. :0t1' Sheet 1 oft i :`4; . % H , . i. C, 88biYrtA:t1S 00 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. Sianed & Sealed by yndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is to complonce with the 61h Edition (2017) Florida Building Code IFBC) structural requirements including the?fgh Velocity Hurricane Zone' IHVHZI. 2. Product anchors shop be as fisted and spaced as Shawn on details. Anchor embedment to base material shop be beyond wag dressing or stucco. 3. When used in the "HVHr this product Is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT requiring wind borne debris protection this product IS required to be protecfed with on impact resistant covering that complies with FBC Sections 1609.1.2 b R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shop be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detok of this drawing require further engineering onolysis by o licensed engineer or registered orchitect. 7. Outswing configurations using coastal sill item B39 under active doors and all silts used under sidegtes meet water infiltration requirements for "HVHt. 8. Inswing configurations and outswing configurations using sll items #31 6 #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shop be instoged (in the I MZ') only In non•hobitable areas or at habitable locations protected by on overhang or canopy such Mot the angle between the edge of canopy or overhang to s8 is less than 45 degrees. TABLE OF CONTENTS SHEET 0 DESCRMON 1 typical elevoliors. design pressures a general rotes 2 Door panel details 3 Sidelite panel details 8 Glaring detail 4 Hor¢ontol cross sections S Vertical cross seclkms 6 Vertical cross sections 7 Buck and home O - 2X buck nwsonry construction 8 Frame oncho ft -1 X buck mosorry construction 9 Ashogol details 10 Bill of Moterlols d Components IQSS MAX. OVERALL FRAME WIDTH —j Z O m m O60 P I /••• J O b m 2 Op ry .. O { s r0 2 p d GGN• 4 s mNie S 1; % SWING OVERALL - FRAME DIMENSION _ DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE - BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING IOS.S' x 9B.O- 47.0 47.0 60.0 60.0 OUTSWING IOS.S- x 96.r 47.0 47.0 60.0 01r:02124112 WALL- NJ S. arc. BY. JK R LFS FL- 15036.10 ra I Or 10 A. . n EXTERIOR 3 44 INTERIOR 46 y 0 Ki IL mLm CZ 1 HORIZONTAL CROSS SECTION 36.0•MAX. DOOR PANEL WIDTH 2 DIDEXTERIOR INTERIOR a 1.11' v C 2 12 10 RAIL q u N SillE o 0 id N N VfZ 4T e i! Ln 0 1— 1.19' •' gr--1-- 1.41r 10 =* PANEL L +' Gossk[fOfl 177 e rn- j o p .. n. n i O — ' WOW --WOOD DOOR COMPOrrFN15: OAK (SG>• 0.67) ..'': N - O13D Li;t.' 45 z u t o.tK. 02124112smL i 11 INGE LE IS BOTTOM RAII N.T.S. Do 2 VERTICAL CROSS SECTION D.G. e,. JK m 2 cm w LFS ; OR.wMG W ° n FL-15036.10 n sMKn -L or t 0 p a 117 PAN 7. Dd slmUTE MNEL NOTE: WOOD SIDEUIE COMPOST MS: PWE ISG >• 0.42) NOTE: 1. Spocing for item 018 d 029 (file home screws) is os follows: From the bottom up on sides: 6.5. with 7) more spoced of 9.887 o.c. there ore 12) screws both top and bottom 2.13' in from each corner. EXTERIOR INTERIOR IORIIONTAL CROSS SECTION s GLASS BITE MIN. 26 ASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE I/W TEMPERED GLASS INTERIOR L rT1.Sr-,-T ST SIOEUIE TOP A BIKRoo 8GLAZING DETAIL G1 A6m" {yost W/ pvt ete home 1/2" MIN. GLASS THK. IAr TEMPERED GLASS EXTERIOR AIR SPACE 1/8' TEMPERED GLASS 1 1, n' n J n ig z 00 6 it T1 u a •: A OSp MZyVy11LOo= 3p0a p 1 ma`aE r z Iu 0: INTERIOR 2 VERTICAL CROSS SECTION 3 N.T.S. d r¢ /r. JK m W- or. LFS ; AWM NO: a n FL- 15036.10 c W OF 10 o a R St a i I 2 6 6 INTERIOR 1 4 EXTERIOR 20 b II 0.1s I -- CSINK C D'1P) B 1-1/4•MIN. T HORIZONTAL CROSS SECTION vv EMS. (1YP.) Outswusg shown - trnwirg also approved S 4 3 6 6 6 NOTE: 1. The sidetite is direct set Into the jamb with (12) item SM (118 X YPFHwood screw). There are (4) of each vertical Iamb from the top down of 1 J.S. 31". 48.5' 3 667% 2 HORIZONTAL CROSS SECTION 4 Outswbsg + - sg also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswbg conliigurotlon OTE 1 INTERIOR 4 EXTERIOR r_v1• wu S HORIZONTAL CROSS SECDON 4 Shown wm sub -buck EXTER101 INTERIOI 4 HORIZONTAL CROSS SECTION q Wwing contiigurallon ALL N.T.S. 11 G. IT. A m K. BY: LFS 3 AMC No • R FL— 15036.10 "- 0 rn _L OF O U 19 INTERIOR 1 VERTICAL CROSS SECTION 5 ong - bu%,+g EXTERIOR 62 nF 1 Out see for' regi cJ00m gRmz A64C p e xzU 4RIN'T 63 i9u40EXTERIOERIOR s fA INTERIOR EXTERIOR I W 40W 61 62 V1 G VI 32 4 63 CZrc 2 VERTICAL CROSS SECTION QQ a i 5 Shpwnw/IXwb-buck requirements EXTERIOR 62 z• 40 nF see general noTeL sheet 1 for WIC water iMitrotior requirements re er JK a a. w: LFS NMM1: MD: FL-15036.10 c rr -L or 10 C d R st i a SEE NOTE I INTERIOR - EXTERIOR rl"N VERTICAL CROSS SECTION 6 douwt ocvsh ed . kuwbV INTERIOR EXTERIOR SEE NOTE 11 M y d e 3 VERTICAL CROSS SECTION d Outs*" configuration EXTERIOR SEE NOTE 1 C 1 INTERIOR S VERTICAL CROSS SECTION 6 Ouh "conflguroti- i N+ *M`•'• 0 oarstn Z y // •••• y p h R E$ 0gg e 7 mno`uC r = t* Piev SEE NOTE I I INTERIOR EXTERIOR 2 VERWAL CROSS SECTION 6 Shownw/Ixsu -buek NOTE: 1. Anchors ossy Ihrtr head and 50 at 4' in from each comer end. 4 VERTICAL CROSS SECTION 6 tuwing configuration t W. A e<. 91: LFS A- M W.: FL— 15036.10 rn 6 or ir D TYP. HEAD MASONRY 3 JAMBS OPENING ASTRAGAL AND MULLIONSd SHOWN FOR _ REFERENCE A 2X BUCK ONLY R st LI RUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortor Joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be odjusfed to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor Coble: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1' TAPCON. ELCO 1/0' ULTRACON ITW • 3/16' 1•T/P r71TAPCON WOOD SCREW INSTALLATION NOTES: 1. Malnfo n o minimum SAr edge distance. 1' end distance, d I' o.c. spocing of wood screws to prevent the spitting of wood. G 757, 3' MASONRY OPENING FRAME 2X BUCK, ASTRAGAL STRIKE JAMB 3- 6 II ISEE DETAIL TYP. HEAD S JAMBSASTRAGAL SHOWN FORREFERENCE M TYP ONLY N FTYP. SEE DETAILSILL UI Attachostro /WIiOCe b011 Mk,, ploes to home as shown (OutrAV) 63 6S 66 DETAIL 2 Aboch surface bolt stoke pbte of the Ihresllok! 0. o 1111 N •: 0 V C 3to 1 FRAME ANCHORING HINGE JAMB MoSOrsy 2X buck construction 2 63 L 64 DETAIL 1 Attach oslroggoUsurloce boll shAce pbtes to home os shown IWaAnp) 64 63 DAAIL 2 Attach surface bob sIfte plote of the threshold Dn+ 1Are) 28 L 27 LATCH A MADBOLT DETAIL HINGE DETAIL rc m: JK oc. Ff. LFS AMC MD: FL- 15036.10 km 7 or a 8 N 7S I r o:' I ••• 02-' J P m= J _ booA MASONRY ac, £ mOPENING 28 `_ m. Y tl 2 m FRAME V x I — O b 27 w eR 1{ SWS S ZU 1X BUCK LATCH S DEADIOLT DETAIL gl 12 10 0 *a C O Z HINGE JAMS uLiLn ASTRAGAL STRIKE JAMS FRAME ANCHORING o 0 Mosavy I X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: I. Concrete anchor bcofbm at the comers may be odfusted to moinfoln the min. edge distance to morfor/dnts. z 2. Concrete oncha bcolbns noted as 7AAX. ON CENSER' must be adjusted to G 67 = e maintain the min. edge distance to morfor/dnh. additional concrete anchors z.z. may be hsquked to enst" the WAX. ON CENTER' dlmensbn ore not exceeded. 64 65 66 2 6 _ a c 3. Concrete onchor table: 2 u as 02124112 = 63 sr: N.T.S. ol f13 FG 64 2 are. W. JK to DETAIL 2 DETAIL 2 DETAIL 1 DETAIL 1 cwt ff.. LFS 3 Attach surface bolt Attach surface bolt Attach toc8 boll Attach ostrogoVsurfoce bolt ae ww rb. tr WOOD SCREW INSTALLATION NOTES: strike plate of the threshold stoke plate of the threshold strike "Pb -s to home strike plates ( to home n 1. Molntoln a n**num 5ff edge distance. I' end "once. d I' o.c. spochng of (Inswing) (Outswhlg) as shown (Inswing) shown (Oufswing) f L-15036. I 0 c wood mews to prevent the sp&ttLng of wood. S+rso _ a f 0 " I I II I II I IT SEE DETAIL II I ttP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR M ttP. REFERENCE ONLY N F ttP. SILL SEE DETAIL 1 I I I I I I I I I ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE". EMBEDMENT iOMASONRY_ rOADJACENT TYPE EDGE ANCHOR :. tt"f Ia/4' r r TAPCON I1LV J/16' 1.1/4' r 1.1/rTAPCONe I 3 I SEE NOTE I 3 ii-- O.os' 4 LO d I I-- o.13• NOTE: 1. THE ASTRAGAL BOLT HAS A r THROW Al THE TOP AND THE BOTTOM. OP m D a: d swt: N.T.S. W. JK as BY,. LFS FL- 15036.10 M 9__ Or 10 . BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPRON MATERIAL A IX BUCK SG >= 0.55 WOOD 21 KWIKSEI DEADBOLT -SIGNATURE SERIES 780 STEEL B 2x BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1/4"SHIM SPACE WOOD 3 PLASTIC UP LITE FRAME SMC PVC D 1/4' X 23/4"PFH ELCO CONCRETE SCREW STEEL 24 1/1' INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 2S SILICONE CAULK SI N4. 0' iM 2•oyytt,, 00 II n111 `` i i uN•• m°vu r££ 8Z d N W Iy W p0 u g a Nm Lb fD 00 N N N 2.20' -- m h T _ 2.IT--{ I oI k 1 TI Ia d F-- 2.J6' ----i -T NEAD i SIDE O WI G SIDEI o O 19 20 bmD 16 S 1 !UM fA E INRESNOID LOW /RORIf c259--{ .. L 2.IS - 2.11 2 36' 1.68 I 1. 9 —j I I I dtT -"-i I S.IS -I N _ Z r jI i MIE.02 24 12 = swt: N.T.S. S JK m L 0 53 --a I— r J --i E-- s3• 1 on LFS =. oUM0 •n_ e S9 NIGN WATER DAM RESNOID tS SMC U WE FRAME IS SpxNN SIDEIIiE tb ILISiIC / LIIE FRAM E k SS SEIi ADJU NG SA REN LD FL-15036.10 n L94I 1/4 20 SEX BOLT W/ I /1.20 FEMALE END X 13/4' L. 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts d 1/1 l r ex product Approval h,/] USER: Public User Product Approval Menu > Product or Application Search > Aonliration List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/I.S.2/A440 7u, Product Approval Method Method 1 Option D rf !aI r. Date Submitted 08/11/2017 G •e, ; Date Validated 08/13/2017 S Date Pending FBC Approval 08/25/2017 https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQYADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 113 1/2/2018 Florida Building Code Online Date Approved 10/10/2027 Summary of Products F FL it IModel, Number or Name Description 25332.1 I SERIES 420 ALUMINUM SGD I SERNIES 420 FORCED ALUMINUM SGD OXO 145-3/4"xB0" 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 Installation Instructions FLIS332 R4 11 08-00500E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 1533Z.2 I SERIES 420 ALUMINUM SGD I REINFORCED' ALUMINUM SGD OX, XO, XX 96=x80" NONE Limits of Use _ _ _ Approved for use in HVHZ: No Approved for use outside _H_V_HZ: Ye_s_ Impact Resistant: No; Design Pressure: N/A'_ __ _ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS,- _-- __- — — REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4,` I SERIES 420 ALUMINUM SGD,' Limits of Use lApproved 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, 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 SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE A15332 R4 II 08-00498E.pj[, _. _ Verified By: Luis Roberto Lomas 62514', Created by Independent Third Party. Yes) Evaluation Reports' ^ Created by_ Independent Third Party _Yes Installation Instructions FLIS332 R4 11 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512968C.odf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x% Installation Instructions FL15332 R4 11 08-0224962df Verified By: Luis Roberto Lomas 62514 __ Created by Independent Third_ P_arty__Yes, Evaluation Reports _ _ __ _ _ FL15332 R4 AE 512969C.odf' Installation Instructions FLIS332 R4 11 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FLIS332 R4 11 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE S10806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 11 08-00503E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 15332.8' SERIES 430/44.0 ALUMINUM SGD; SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW; REINFORCED Limits of Use, Installation Instructions 1/5/2018 Appirdv;ed for us ,HVHZ: No FLIS332 R4 .11. 08-00502E.odf Appi v,e..d anor use outside HVHZ: Yes, Veri Fied,By:, Lrti siRtio rto, Lomas 625 14, Impact7R"e si Mnt•jNo Created by Independent Third'Par[y:.Yes E4%egnT1P,'F sure3N/A Eviluati ri Reports Other. PREFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332-j-- ' 5h809D.odf RATINGS Created.by;in4d pnde'nt;•Third Party: -Yes 15332.9 I ISERIES430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x9V 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 530810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: O R9 E Credit Card Safe https://floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 I Acv o.Tc .ramV0 A ADDED CIW M 03/05/12 R.L. 8 RLVBEO PER NEW TESTINC 10/29/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE AND FIN INVAUATKIKS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED IISTALATKIN DETAILS 07/30/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTAU.AnON'OLTAILS 06/20/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 1 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE Ix BUCK IS NOT USED OTSSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUOED ALUMINUM. 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REWIRED 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 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHAVG 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 3/18' rAPCONs 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 r10 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 I (OR GREATER). SIGNED: 0620/2017 0. METAL STRUCTURE: STEEL 18GA. 33KS OR ALUMINUM 6063—TV .048' TACK MINIMUM MI WINDOWS AND DOORS LLC Illlt/lA/ 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX. XIP. PIX. R Lp Vi, 650 5 J F-N S1 /I- GRATZ. MPAK17030REET VG SF'P SERIES 420 SGO 0 6 cOr* = ATAY096" X 80" NON -REINFORCED NOTES OF TABLE OF CONTENTS awa o.ro ra. AMv oF''clOR10T:• SHEEP NO. DESCRIPTION 08 98 E s&/olYAL G``` NOTES wcc NTS ° rz 02/23/09 srKn OF 10 2 - 3 ELEVATIONS 14=*000RRODLEWdVXLENCi:023 Luis R. Lomas P.E. 4 - 10 INSTALLATION OETAILS swus4rAM+BMa Wo.rnm FL No.: 62514 Fl HI 6' MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REOUIREO 17' 1 IOIAC.. 1 r 5- MAX 17' MAX O.C. O X K1' IAX AGE L6.6-x IGHT SERIES 420 SGO EXTERIOR VIEW DESIGN PRESSURE RAn NG NNPACT RATING t40.OPSF NONE SEECKARTS Of AND 92 FOR OTHER UNITS RATINGS NOTES I. A/AXmm PANEL SIZE: 48 urx 79• 2 A4AXILNL(Y 0.L.0.: 44 5rx 74 W 6' MAX 11 MT MOUNTED HANDLE SET (PART a994)4•L43) LOCATED 36 3r4. ON CENTER FROMPANEL BOTTOM 6. I(11 METALLIC TANDEM ROLLERS (PART0199.17.195) AT EACH ENO OF PANEL BOTTOM RA0.5 ocsaanaA ADDED CHARTS RCASED PER NEW TESTING ADDED FLANGE AND FIN 03TALLATioNS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHA4Ta1 WHERE WATER WFgIRA TICN RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET. I -/ Design pre-M chart (PsO F011tl Sage PJW aoe TOW Frmo V11dth (n) O N 30.0 3&0 1 420 1 49.0 60. 00 n40 ea00 96.00 PCs Nog Pos Noy Pos I Nag Pos I Hoy 80. 4 40.0 1 55.t 40.0 1 452 1 40.0 1 43.4 1 40.0 40.0 cHARr12 WHERE wATER INF2TRATX7IV RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design pmswre chart (pso Tome Se011 Para) Ord OW Form Width (ill . Fbwd 30.0 1 38.0 42.0 48.0 n) 60. 00 1 noo 4.00 9600 Pos Nog iI Pas I Nag Pos 1 Nog Pos I Nag 0&0 SS.t 55.1 1 482 1 48.2 1 43.d 1 43.4 40.0 1 40.0 CHARTAD Humber oranchor Iogdonsroqu(rod FNro Skgb Panel an0 TotoA Fans Weth (n) yak 30. 0 36 0 42.0 40.0 n) 60. 0 n0 1 94.0 9S0 Has Jamb HaS I ismb I HaS I Jamb H65 JomO e0. 0 4 5 5 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SG0 96' X 80" NON -REINFORCED ELEVATION F. A. 08-00498 KAU NTS 1 0" 02/23/09 s'w2 OF 10 L. ROeERrDLWKi P.E. 14= WOOOFQRO RO LE WIS WLLE. NC 7 V.7 AN4U4W oftmMesan"NAOn 041E APPRM 03/ 05/12 R.L. 10/ 29/13 R.L 12/ 06/13 ILL 07/ 30/15 R.L 06/ 20/17 R.L SIGNED: 0612012017 5 R! ILID rrr i fip TOF • OR10;• Luls R. Lomas P.E. FL No.: 62514 6' MAX 6- MAX f 17' MAX O.C. 80' MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD EI JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIREO 17' D.C. 6' MAX CHART4u NomO.r ol.nNor 19a0onsro0Wr4a Fame A* A ind aa0 Taco 04 WidN (N OWN 7Q0I 3d.0 42.0 Q.0 720 M.0 KO Has pm0 N45 bm0 I145 JamO NtS J.mO 4ao s s s a 1 s 1 e 1 s SERIES 420 SGO EXTERIOR VIEW z) ANCHORS PER LOCATION AT SILL DESIGNPRESSURERATING AMPACTRATWG SEE CHART 14 FOR NUMBER OF 140.OPSF NONE LOCATIONS REQUIRED SEE CHARTS I1 AND.4 SHEET 2 FOR OTHER UNIT$ RArb%W NOTES: I. MAXIMUM PANEL SfZE: 4a ur x 7r 2. A(AVMUM D.LO.: 44 W x 74 S9' HANOLE SET (PART89944.145) LOCATED 38 3I4• EM ROLLERS (PART o9e.17.195) AT EACH ENO OF RTls*4 ocsaarlmo W Amwoww ADDED CNARIS 03/05/12 R.L REVISED PER NEW TESTWO 10/29/13 R.L ADDED FIANCE AND RN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WS ALLATKIN OETAIIS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON —REINFORCED FIN ELEVATION ovum. ore no. F.A. 08-00498 saac NTS e"R 02/23/09 -W3 OF 10 L R00ER701Q'4A,4 PF. I.37 aOODFORD RO L9WISVILLE. AC 27023 s+•eesasnm .q.,L»iabarr emn SIGNED. 06/20/2017 O r •G E NSt •qJ+ A96E OF O. SS1 NA111FIN Luis R. Lomas P.k. FL No.: 62514 1MIN. MUM EDGE D DISTANCEtr CATE APPROYM A ADDEO CKARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 RL. WOOD FRAMING 1 3/8' ENT MIN. B M C ADDED FLANGE AND RN INSTALLATIONS 12/06/13 R.L. OR 2X SUCK By OTHERS 0 RENSEO tNSTAUAT10H DETAILS 07/30/t5 R.L. 1 / 4' E RENSEO R+STALLATION DETAILS 06/20/17 R.L MAX. SHIM 010 WOOD SPACE t 3/8' MIN. t/4' MAX. SCREW EMBEDMENT F SHIM SPACE 1---- INTERIOR EDGE2DISTANCE EXTERIOR II 11 II II INTERIOR I10 WOOD SCREW WOOD FRAMING OR ZX BUCK BY OTHERS NOTES: C INTERIOR AND EXTERIOR FWISHES SV OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JO1NT SEALANT SMOTHERS TO SE OESIGNED IN ACCORDANCE W1TN ASTM E 2112 E SET IN APPROYEO SEALANT 10 WOOD — SCREW . WOOD FRAMING — OR 2X BUCK BY OTHERS MIN. 4ENT MIN. STANCE l._ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR?X BUCK INSTALLATAON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 $ GO 96' X 80" NON -REINFORCED FRAME INSTALLATION DETAILS t1MrN: On rto. F.A. 1 08-00498 tax[ NTS a"' 02/23/09 —4 OF 10 L ROBERTD LOM4S P.E. 14T: vt000FORD RO LEW*",UE NC V= 444"4= rwnwpH,r-row CO" SIGNED: OWWO 1R ! ILI0 //A,' i 7AT SE OF ;: Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE 8Y OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1 /4, MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR ALL TO BE SET IN I BEO OF iPPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOr SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7- 1/2' MIN. EDGE DISTANCE I 110 SIAS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE ia..,mola 0130tr ae DUE APPROVO ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE Ado nN WSTALLATIONS 12/06/13 ILL REVISED INSTALLATION DETAILS 07/30/15 ILL REVISED INSTALLATION DETAILS 06/20/17 R.L INTERIOR EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTUREGVSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00498 Vcz NTS — 02/23/09 —5 OF 10 L ROMFO LO KAS P.E. IAU W000TOROROLEWISVILLE. NC V= SIGNED: 0W0/2017 G E N$'Fj1 ATAiORO F i F A.ORIO G?: l/11111 ONA 11E i``N Lu13 R. Lomas P.E. FL No.: 62514 1 1/2- MIN 1' MIN. my o13aoRvf1o11 MTE ANRm SEPARATION EDGE DISTANCE A ADDEO CNAWS 03/05/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R.L. e • C ADDED FLNCE AND FIN INSTAUATWNS 12/06/13 R.L. t .. 1 1/4" MIN. 0 REVISED 015TAltAT10N DETAILS 07/30/15 RL a; EMBEDMENT 1 1/4' MIN. MASCONCRETE/ EMBEDMENT E REVISED INSTALLATION OETNLS 06/20/17 R.L BY OTHERS HERS 1/4- MAX. rL SHIM SPACE T7 1X SUCK 1 4 TO BE I- •o SHIM SPACE PROPERLY MIN. •! INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET I 3/16- TAPCON ' ' I MIN •:.:.' EXTERIOR INTERIOR SEPARATION f r1 SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON 3/ 16' TAPCON EXTERIOR CONCRETE/MASONRY tj 8Y OTHERS MASONRY/ OPTIONAL I X , BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETE/MASONRYWSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1Ail y 1 1/4- MIN. MOTES: EMBEDMENT 1.04ERMAND EXrEWRFINISHES.BYOTHERS, NOTSHOWNFOACLAwrV. a' :,. 2PERImETERANojo,,,rrSEALANTBYOTHERS TOBE DESIGNED W ACCOROANCE WITH ASTM E?112 SIGNED: 06/ 2112017 2 7/ e- MIN ,' MIN. MI WINDOWS AND DOORS LLC N11111IIII/ SEPARATION EDGEDISTANCE650WEST MARKET STREET J S R• L p/ij VERTICAL CROSS SECTION GRATZ. PA 17030 ` r•.v GEN;q 9s i CONCRETEA"SONRYINSrALLATJDN SERIES 420 SGO _ *• 0 SaMO+1t 96' X 80' NON—REINFORCEO ,o YO & Z FRAME INSTALLATIONDETAILSTATOfonAwKowc woo. II(V i'`FS;°1OR10T:•G 2: swcoac 08—010 498 E S1ONAtii1Fa0 NTS 02/23/09 6 OF 10 L ROURTO tom" AL Luis R. Lomas P.E. xw000WROROLENSSYgLgAC27rtyT FLNo.: 62514 1+ElDOB79icon WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MW. 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 10 WOOD SCREW 10 FRAMING R 2x BUCK BY OTHERS MIN. VENT MIN. uwL DISTANCE VERTICAL CROSS SEC77ON NJOOO FRAI4INO OR 2X BLlCKWSTALLATION NOTES: I. InTERIORAND EXTERIOR FINSFIES• BY OTHERS NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 0V ACCORDANCE WIN AS TM E2112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE NIa WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE ltrAsaa oacrinm GATE APPROV O ADDED CKWFS 03/05/12 R.L. REVISED PER mew TESnNG 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION OETALLS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 1 ILL. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL V#VWFRAMWGOR.XBUCKINSTAL ATIDIV SIGNED. 06/ W017 MI WINDOWS AND DOORS LLC LIIL111"//v, 650 WEST MARKET STREET GRATZ. PA 17030 J S !' tO,y 0ENS. S *• 0 51 * sSERIES4ZOSGO 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS E owe orc w. Inv 98 E 0NA 11?``` Luis R. Lomas P.E. fl NO.: 62514 MILE as shcaNTS02/23/09 7 OF 10 L ROBER70 LOMAS P.E. IA.VWOODFORDRDLENTSwtLEAICAOM 434430-OM AIOnI)taulp.Wm 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 010 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW ExTER10R LU U INTERIOR ILL TO BE SET IN 1 BED OF IPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. SNTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JDINT SEALANT BY OTHERS TO BE OESIGNEOINACCOROANCE KIMASTN E2112 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE FC46OG 66cwvw CATE AWROVO ADDEO CHARTS 03/05/12 ILL REVISED PER NEW TESTING 10/29/13 R.L ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 ILL REVISED INSTALLATION OEWLS 07/30/15 R.L REVISED INSTALLATION DETAILS 1 06/20/17 1 RL JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLAnom MI WINDOWS AND DOORS LLC 650 WEST.MARXET STREET GRATZ, PA 17030 SERIES 420 $GO 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS CP,%m OrC RD F.A. 08-00498 W f NTS ° 02/23/09 —8 OF 10 L R06ERT0 LOMLS P.E. i43; a000F R0 40 LEN?SV4Af_ MCV027 43&88$* 19 Alor+avV*bmmwAwR SIGNED: 06120,2017 it. to CENS''FJ+G pA0 6 F••* TAiil F Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN 1' MIN. SEPARATION EDGE DISTANCE 1 1/4- MIN. EMBEDMENT 1/s' MAX. E SHIM SPACE 3/16' TAPCON EXTERIOR Ll_U U—U INTERIOR 1 1/4- MIN. EMBEDMENT 11LVlg01S Qc%cRrwN o.TI 0"010 AOOED CHARTS 03/05/12 R.L. REVISED PLR NEW TESTING 10/29/13 R.L. ADDED FIANCE AND Fur INSTALLATIONS 12/06/13 ILL. REVISEO INSTALLATION OLTAILS 07/30/15 R.L REVISED INSTALLATION OETNLS 06/20/17 R.L. 1/4" MAX. I SHIM SPACE MIN. EDGtCEj DISTAN 3- MIN SEPARA INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL I OPTIONAL 1X BUCK CONCRETE/MASONRYWSTALLATAON r y 1 1/4' MIN. EMBEDMENT t 2 7/8" MIN I' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEiMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR ANO EXTERIOR flNISNES. BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO INACCOROANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS OArrN: OnG r0. F.A. 08-00498 9 NTS 0'TI 02/23/09 —9 OF 10 1. RCERTOLOMA$ P.E. 143T w000FOR0 RO LEmSVKLE. MC 27= jw4wMw ft uspmn=w. SIGNED: 061WO 17 RII`o ii GEHS s A r . e;; IORly :Gar`: NAE1 N%` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS is WOOD SCREW 1 1/4' MIN. EMBEDMENT v I APPROVED SEALANT BEHIND FIN 7/16' MIN EDGE DISTANCE 1/4' MAX I SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN• i8 WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/4' MAX HOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR RflM190P4 DISO PRON 1M1E APPROVED A00E0 CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADOEO RANGE AND FIN INSTALLATIONS 12/06/13 ILL. REV15E0 INSTALLATION DETAILS 07/30/15 R.L. REVISFO INSTALLATION OETAILS 06/20/17 R.L. 1 5/8' MIN. EDGE GIST. TRIM • 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE _r BY OTHERS 1/2' Mlu, 1X BUCK BY OTHERS, EDGE DISTANCE HOOK STRIP 1X BUCK TO BE a PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONR»CONC.RET'E SHIM SPACE 010 SELF DRILLINGq7 SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATKIN SEE SHEETS 4-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOKN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCOROANCE WITN ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM - INTERIOR HOOK STRIP - PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 10 loll SCREWOOD man PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4VOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON-REINFORCEO FIN AND HOOK INSTALLATION DETAILS cm.u: Orc ANL F.A. 08-00498 VAL NTS — 02/23/09 s'a+T10 OF 10 L AOBERfOLOMAS P E. 1+ 72 HOOOFORD Ra lE1V7SYlLLE, NG:7C7 a7. 6lldppg .aom SIGNED: 0620/2017 GEN40 S' 9s a • te5 . 1k• x= 1 • TATE OF , PF'F OR1aT:• ?: Luis R. Lomas P.E. FL No.: 6251A NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. 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 WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO 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 1S EOUAL OR GREATER TWIN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING UNTO METAL STRUCTURE USE #10 SMS OR SELF ORILLING 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 0-0.42 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 5063-TS .048' THICK MINIMUM 15, APPROVED CONFIGURATIONS: OX. XO, XX. XP, PX. x1p. PIX TABLE OF CONTENTS OESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 10 INSTALLATIO Ab.soms olscw mm oac AM WVW ADOEO FUNGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION OETMLS 00/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0&21/201 7 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 011111NNi/// J S !' toSV/, r• GENS-.'FJi g *: 0 6 xSERIES420SGOREINFORCEDWITHOUTADAPTER 96' X 96' NOTES io-OE a 7,1 • TAT OF F•'O[OR10 • 2: DUM N: Inc no. RN V.L. 08-02249 C rS - • .. • tEG A 77141111scwLLrx 11NTS10/30/13 OF 10 I0lV lids R. Lomas P.E. LRQWR10L0f"9P.E, 11V aOODfORD RD LEVNSVIIA& RCZ/CSi lJ4. 68s460 rooa npwon,np,mm FL No.: 62514 I n HI 6' MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 63 FOR NUMBER OF LOCATIONS REOUIREO r 17' MAX I G.C. 6' MAX 17' MAX O.C. 16' LAX AME IGHT 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATNVG IMPACT RA11NO 135.OPSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNMS RAlIN9GS NOTES: 1. MAXIMUM PANEL SIZE: 48 ur.9S' 2. MAXIMUM O.LO.: 4J S'6•a 50 ya- SCHEDULE II>.(tIFLAT wgUNTEDHANDLE SET (99d4.t AT36314-ONCENTERFRdrPiNErenrm. INTERLOCKS CHART aI WHERE WATER INFX rMT10N RESISTANCE IS ht•OUtREO. atV I oesc am" OwC i -,w A AMC FLANGE AND FIN INSTALLATION 12/10/13 RL 6 REVISED NSTALLATON DETNLS OB/03/t5 Rl C REVISED INSTALLATION 0ETNLS 05/21/17 RL Oosign Presswro chart 1psQ '- Flome SIn910 l to1 ane Taw Fraaa Y:Jih (r.1 t 20. 0I 36A 42.0 40.0 0"l) 60.00 7200 as 00 96.00 Pas Nq I Pas Nq Pof Nup Pas Nso a4A 40. 0 5a.4 40.0 50.9 c0 0 a5 7 0.0 420 qA 40. 0 562 1 40.0 1 46A 40: 130 40.a 394 f20 404 52a 40.0 a5A 40.0 a0.a J7,t 371 9" 40A 4A6 40.0 a3.t 39A 364 35.0 35.0 CHART*2 WHERE WATER INFXT RAT*N RESISTANCE IS7:01 NCOUM0. SEE NOTE 9 SNEET I Oasran promm Chart (ps17 Rae St o Panty Xnw Tow Frana t.r th (ail 1 42. 0 J0.026044.0 h) 60. 00 7200 1 as o0 96.00 Pas Nap as I Non I Pas I Nap Poi I No, 0 50A 50.4 5&9 W.,9 45.7 1 4,1 42.0 420 Sao 2 35.2 4&0 45.0 410 430 394 39.4 920 4 524 45.4 43.4 40.6 40.6 37.1 37.1 960 49A 49.a 43.1 43.1 364 Ja 4 35.0 ruAar,n Nambar oI antaar loaadanan4uIr0d From Sn" Paw ano Tow RM wNn 461 no 1 20.o 42.0 48.0 in) 60. 0 1 720 4.0 9" Nay I jamb I HAS Jaya HAS I Jamb Nay Jamb s40 4 6 5 6 6 6 A a 6a0 a 8 5 6 6 6 6 6 920 4 6 5 6 a 6 a 6 too 4 6 5 6 6 6 6 a MI- WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V• L• 08-022AS uaL 14TS a4Tc 10/30/13' 194V2 OF 10 L ROaERTO tOWAS P.E. I4V WOOOATIRO RO LEWWVXLE. NC 27W$ 43J(r0F• Ofa9 Aaia>abn•arsa oan SIGNED: 06, 2112017 l0ss'',i 9 E OF 2 Ora.• A. 4r` i c` s•OR10T; G?` 010NA `IE\ Luis R. Lomas P.E. FL No.: 62514 e A FR HE 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD 6: JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' MAX I O.C. ""I 6' MAX I 6- -My-A—X 17' MAX O.C. AX kME GMT 6- MAX I SERIES 420 SOD REINFORCED WITHOUT ADAPTER AT) SILL ANCHORS PER LOCATION EXTIEWOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS OESIGNPRESSURERATWG IMPACTRATING REQUIRED t35.01PSF I1011VE SW CNARTS /i ANO s2 SHEET2 ADR OTHER UNITS RATWGS OC$CMPI1011 oATc I— A ADDED FIANCE AND nN ihsTALLATION 12/10/13 R.L. 6 REVISED INSTALLATION DETAILS 03/03/15 R.L. C REVISED INSTA AWt4 DETAILS 06/21/17 R.L. NOTES: I. AWi/nIUMPANELSI2E:IAl!!'+95' 2. AUXt4Wt.10.C.0.: II SB'+ 90 S3' CNARrse Numb@f ofanchor I0asll*ffarpulrad Frartp S410b Rum W4 Tau LL A V4l01(i ) KAVA 300 a 120 48.0 I) 60.0 720 840 96A MSS I J+mO I N6S I Jsmb M{S Nis Jamb a 6 5 6 6 6 8 a4 6 5 6 6 NJ.. b 8 8". a4 6 5 6 6 6. 6". a4 6 5 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCO REINFORCED WITHOUT ADAPTER 96' X 96- FIN ELEVATION opA w: I O+C "M p SIGNED: 06/21/2017 tall I` 4,e.'U1 i FLATa5 08 9 C'' V`` /ls%OiA1Nis 0't 10/30/13 al AOUNTEOWwOLESET( 9-04tAT29y4'ONCENTERFROMPANEL60TTOM METALLIC TANDEM ROLLERS( 99-17.195) AT EACH ENO OF PAV0. BOTTOM RAILS 1A00EWOCAwti P•E FL No.: 62514 Lu(f R. Lomas P.E. I a22 N000FORORDLEIMSVALE. NC 270W IM NUN 6063T6REINFORCEMENT (666) AT ALL PANEL INTERLOCKS 1AflNemavpwarn 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK MBEENT BY OTHERS 1 1/s' 1.1 SHIM B10 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRIMM OR 2X SUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8YOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JMNT SEALANT BY OTHERS TO BE OESIGNEOINACOORDANCEWITHAST tE2112 SILL TO BE SET IN A BED Of APPROVED SEALANT MIN. ENT 11N. cvoc voTANCE 04%ows ftv 050FI MIDI LATE I Ppem 0 A ADOEO FLANGE AND AN INSrALyam 12/10/13 R.L 8 REVISED IfMALLATWN 0ETA0.5 OE/OJ/15 R.L. C RENSEO 1NSTAWITION DETAILS 06/21/1T R.L 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1— 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW EXTE w000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS 1K700 FR AANG OR 2X 8UCK INSTALLAn0N INTERIOR SIGNED: OFY21/2017 MI WIN650oOWS AND I` 0FF,/, WEST MARKETOSTREETIIC CL01,1111 GRATZ. PA 17030 r .T,ENy f"' SERIES A20 SGO REINFORCED WITHOUT ADAPTER 1t• 0 5 1i oax = 9TA X 96• FRAME INSTALLATION DETAILS TAT Of p/ E ;,,Z am no. Ate i ES•RIOFV-1. J. DATE 08-022A9 C S'ONA11 NTS 10/30/13 s'TE*A OF 10 LR09ERr0LCuASP.F. 1431 Vn000FOW ROLEWISVRLE. NC V= Luis R. Lomas P.E. awessaeom ro Io,A,rD,,o;M FL Nim 62514 METAL STRUCTURE BY OTHERS 1/2, MIN. EDGE DISTANCE r 1/4' MAX. I r SHIM SPACE 010 SMS OR SELF ORILUNG 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 VERTICAL CROSS SECTION NETAC STRUCTUREINSTAUAnoN NOTES. I. INTERIOR AND EXTERIOR FINISHES BYOTNERS. NOT SHOWN FOR CLARITY. I PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCOROANCE WITH ASTM E2112 l-- 1/2' MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS AMa016 f!V OTSCRPT on 0 T[ .VPRO"FO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 RMSEO INSTµIAMN DETAILS 0E/03/15 ILL C REVISED INSTALLATION DETAILS 06/21/17 A.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION OETAIL METAL STRUCTURVAISTALUITION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS O4A"N OK NO. p V.L. 06-02249 5"' NTS °"Tr 10/30/13 SN 5 OF 10 L N09ERT0 L04ti4 P,L 14M MGODFOAD AD LEwtSvritL NO27a'J 4364SO440 Aanas Yfa*nm..aom SIGNED: O6/ IM17 5 T 1111I10A/, i N.9•9"P AYEOF,*-' F' OR10* • ? 40/0NAi1 G` Luis R. Lomas P.E. FL No.; 6251A 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE r 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1x BUCK TO BE PROPERLY SECURED TW3/16-TAPCON SEE NOTE 3 SHEET 1' 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I I I INTERIOR SILL TO BE IN A BED OF APPROVED SSEALANT olscwlto are AA VROJ(p AD= FLANGE An FIN NfswATION 12/10/13 ILL. R(VW INSTALLATION DETAILS 08/03/15 R.L. REVISED WSTALLATION OETNLS 06/21/11 R.L. 1 1/4" MIN. EMBEDMENT f 1" o •. 1/4" MAX. 1 SHIM SPACE MIN. IEDGE DISTANCE I I MIN SEPARATION INTERIOR 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL I BUCK CONCRETEAWASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 e' :• • NOTES: s 1 1/4' MIN. I.INTERIOHAND ExriRIORRNSNES.BYOTMERS a EMBEDMENT NOT SHOY.•N FOR CLARITY• a'• : • e a DESIGNED vACCOJ ANCE MASTN IRST06E SIGNED: OW 1/2017 141DOORS LCLORRII 2 7/B" MIN t" MIN. 650DWESs MARKET ET O SEPARATION EDGE DISTANCE GRATZ. PA 17030 5 J .pENs41, 9s VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER o 6 CONCRETEWASONRYINSTALLATIAY 96" X 96" FRAME INSTALLATION DETAILS p0,• TAT OF Gwut/: LNG M0. i .l" . R i. •' OS—2a9 C c4c o"n ONA ENG` N1S 10/30/13 y0126 OF 10 4`1 LR= W0LomASPF. 14=** 00FOA0a0LEWlSV E.AV.—= Luis R. Lomas P.E. nas4U9 4AF00 amus6wD..am62514 FL No.: 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK BY OTHERS ( EMBEDMENT 1/4' MAIL SHIM SPACE e10 WOOD SCREWS EXTERIOR LLU INTERIOR TO BE SET IN OF YAO SEALANT IF10 WOOD SCREW DO FRAMING R 2X SUCH BY OTHERS MIN. 4ENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X IMICX INSTALLATION NOTES: 1. WTERIOR AND EXTERIOR FINSHM 8YOTNM, NOT SHOWN FOR CLARIM 2. PERIMETER AND.AOINT SEALANT SY OTHERS TD 8E DESIGNED IN ACCORDANCE KIM ASTM E2112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE If10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE RLrLOons • ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L REVISED INSTAL ATKN DETAILS 05/03/15 R.L. REVISED NSTALLATION DETAILS 06/21/17 ILL_ INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOW FRAMING OR 2X SUCK INSTALLATION SIGNED: 06/21@017 MI WINDOWSANDe°E° 0o E ruc GRATZ.'PA 17030 J\51 t11t`f0 i'/,. GENSF94P 0 5SERIES420SGOREINFORCEDWITHOUTADAPTER 96" X FLANGE INSTALLATIO710 DETAILS J"'y1TAT Of ,N 1Rw41t V.L. Inc 1m. Ra 08 C c NTS O4i 10/30/13 —79 OF 10 III0\ LYIS R. Lomas P.E. LRWRTOLOMASRE. 14M M 000FOW RD LEMSY4LE. NC 271i7 NA -N*46" .,,,,, FL No.: 6251A 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE NN,/ 10 SMS OR SELF ORILUNC SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 110 SMS OR SELF ORIWNG SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLAnoN NOTES: 1. IM AJOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TT) BE OES$GNED IN ACCORDANCE MTN AS TM E2112 IN 1/2' MIN. EDGE OISTAN( rl 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ocunprm aTE wROvm ADDED RANGE AND FIN INSTALLATION 12/10/13 ILL REVISED INSTAUATION DETAILS 08/03/15 RA - REVISED NSTALLATIoN DETAILS 06/21/17 R.L. JAMB INSTALLAT/0N DETAIL METAL STRUCTURE INSTAUAn0Af SIGNED: 0612112017 MI WINDOWS AND DOORS LLC aulll1lll 650 WEST MARKET STREET GRATZ. PA 17030 5 !t'. L 0 SERIES 420 SGID REINFORCED WITHOUT ADAPTER F• SEAT4XT96'IOINSTALLATION OETAIISaAT coa96" OF au`rc V.L. arc "° 08-02249 REY C FLANGE i'oF•.<OR107;• Klu NTS °! 10/30/13 8 OF 10 5101YAl1ttN`` LROBERTOL0N sp.c. 14= WOODFORD AD LEMSVUE NCS70= sLuis R. Lomas P.E. 4x4ss-0 w .aoe NO.: 62514 1 1'/2- MIN. 1' MIN. SEPARATION EDGE D18TANCE 1 1/4" MIN. CONCRETE/ a' EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 3/16' TAPCON EXTERIOR U J U INTER/OR SILL TO SET IN A BED OF 3/16" TAPCON I BI Ilp NI I / APPROVEDESEALANT MASONRY/ CONCRETE BY OTHERS a .' I A. 1/4' MIN. a. EMBEDMENT a' 2 7/8 MIN. 1 • MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRErSUASOAM IMSTALLA7OON RLN90n5 oC9tt0 igrr WTE I APPW.Cp A ADDED FLANGE AIIO FIN INSULLATION 12/10/1] R.4 B REVISED (NSTALLATION OELALLS 08/03/IS R.L. C REkSEO 06TALIATION OCTAILS 06/21/17 R.L. 1 1/4- MIN EMBEDMENT 1/4' MAX. I SHIM SPACE MIN. ` OISTEDGANCE ' . •• I l fff ! Ir MIN. SEPARATION 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMS INSTALLATION DETAIL CONCREMMASONAYINVAIAnON NOTES: t. lNOFAlOR.WO _KTER/OR RNISNES, BY OTHERS . NOT SH01VN FOR CLARITY. 2 P&MUE lER AND A7WT SEALM?8YOTHERS TO BE DESIGNED IN ACCOROANCE MIN ASTM E21 r2 SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 11uuII!ll/ 650 GRATWEST MK17ET REET Z,PA17030 J J S`G E IV S 49iPiiFRIES 420 SCO REINFORCED WITHOUT ADAPTER 0 96' X 96' FLANGE INSTALLATION DETAILS 9 . TATE 0p : z r, FS:=1,4OR%DV' w0;Z- 1~ wK V. L. orc 08- 02249 aw C NTS °" n 10/30/139 Of 10 lONA11E 1`` 4 ROBERO LEWIS.UE r•az 1WaafORa RO ttwesvnLE. NCZ7QxT fLuis R. Lomas P.E. 4T• asa• " $p.Awq FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT T- APPROVED SEALANT BEHIND FIN i8 WOOD SCREW 1/4' MAX SHIM SPACE 7/15' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL MOOD FAAMWG OR 2X BUCK WSTALIA TM ar-IMM 1iC1+ an A/PItWTD A ADOEO FIANCE ANO FIN 1NSTALLATKW 12/10/t3 R.L 6 REVISED INSTAL ATtON OETAILS 08/03/15 R.L C REVISED WPAILATION OETALLS 06/21/17 R.L 1 5/8' MIN. EDGE OIST. TRIM d INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK NOOKSTRIP INSTALLATION MASpNRY.+CONCR_TE APPROVED SEALANT 1/2' MIN. METAL STRUCTURE BEHIND 1 1/4' MIN. BY OTHERS BB WOOD EMBEDMENT DISTANCE EDGE DISTANCE SCREW W000 FRAMING TRIM BY OTHERS INTERIOR TRIM 1/4' INTERIOR 1 3/8' MIN. SHIM SPACE EMBEDMENT 6- MIN_ 1 IDISTANCEEDGE r1 HOOK STRIP HOOK STRIP 010 SELF DRILLING I SCREW 10 WOOD a EXTERIOR PANEL INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR METAL STRUCTURENOOKSTRIPINSTALLATION 2X BUCK4V000 FRAMING SIGNED: 06/27/10T7 MI WINDOWS AND DOORS LLC 0%M111111j 650 WEST MARKET STREET GRATZ, PA 17030 R' L0/oi C E N y : F ii VERTICAL CROSS SECTION WOODRSILLFRAMINGIALLAn BUSSES SERIES 420 SGO REINFORCED WITHOUT ADAPTER F ' 0 5 *= tlrATAik'CIF SILLINSTALUTIO/VSEESNEET54.9. SETS 4.9. 96' % 96' HAILFIN & HOOK IMSTALLATION DETAILS ro ' FOR may. NOTES. 1. WTERIOR AND EXTERIOR FWISMES, BYOTHERS 4 • NI'I i0. i;F • = ,[ O R1Q* • '41 08-02249 CNOTSNOWNFORCLARRY9 us 2PERIMETERis`r/pMALXx x oA1[ AND AOWTSEALANTBYOTNERSTOBENTS10/30/13 —T10 Of 10 Y11111111110 OESIGNEDW ACCOROANCE WITHASTM Elf 12 L ROWRTO LOWAS P E. Ias7K000r0wR0LEwIsvaLE.Nc2= Luis R. Lomas P.E. 43648846oss61m,p,m„ . FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS OESICNEO AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIOA BUILDING COOS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cde1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE CLAZEO PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFO AIR O FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE Q10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTEF40R WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3A92 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 .048• THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION amaoxs ocscanwr arc ATPIfOJin A ADDED 041RT5 03/05/12 1 R.L. REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 ftMSED VNSTAUATION DETAILS 08/05/15 R.L. E REVISED INSUI ATIDN DETAULS 06/22/17 R.L SIGNED. 06/2M17 MI LLC LR L650oOESTsMARKETSTREOORSETSTREETGRATZ. PA 17030 0 // V, , S . v • VGElY p Fs i y AdATOF._tA: SERIES ' 430 SGO 143' x 80' NON REINFORCED oNOTES j1i• lORM • ZOIONA CAwro o,c w. xtv OS- O OT502 E 1F" ar< NTS02/23/09 1 OF 9 Lurs R. Lomas P.E. fl No.: 62514 L. ROAERrOLCMUP.E. 141M NODOGOM RO lEOVISV 1E, MC M-3 4394984609 $ v&uw0Db+u1p cam 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED _ 6. MAX 17 MAX 6. MAXO.C. 6' MAX T- L 17' MAX so, O.C. MAX TtAME EIGHT L 6' MAX I X IL X SERIES 430 XIX SGD EXTERIOR VIEW DESIiNPRESSURERATING IAIPACTRATWG 140.0PSF NONE SEE CHARTS NIAND I? FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 4a Pr 7r MAXIMUM O.LO.: 44 yid' x 74 3r I!. Ill) FLAT MOUNTED HANDLE SET C9944-1451 AT 3e Y4' FROM PANEL BOTTOM I Ap I oLSOerigx 041E Aolm A ADDEO CHARTS 03/06/12 R.L B REVISED PER NEW TEPM 10/15/13 R.L C ADDEO FIANCE INSTALLATIONS 12/06/13 FLL 0 REVISED oWALLATiON OETNLS 00/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. CHARTaI WHERE WATER INFIE TRA TKIN RESISTANCE 15 REOUTAED SEE NOTE 9 SHEET I Design promro chart (pso Frame SNIe Panel and TOW Frame Width (in) Haight 30. 0 36.0 1 42.0 47.7 VI) 90.00 108.00 126.00 1 143.00 Pas Nag Pas Keg Pas 1Nag Pos Nag 80. 0 40.0 1 54.9 40.0 1 45.0 40.0 1 432 1 40.0 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure chart (psO Frame Single Pond and Total Frame Width (in) in) 30. 0 1 X0 106. 00 42. 0 126. 00 47. 7 143. 00 Pal PosINag I Pos I Nog I Pos I Nag PCs I Nag 60. 0 54.9 1 54.9 1 40.0 1 450 1 432 1 432 40.0 1 40.0 CHART40 Number of anchor/ocadonsrequlred Frame Sh* Panel and Total Fralto WON (in) NI 20. 0 90. 0 36. 0 10& 0 42. 0 1240 47. 7 147. 0 HQS Jamb H&S Jamb HaS liamsi HdS Ijamb 80. 0 6 1 5 7 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 660 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION F. A. 1 08-00502 W, 44cNTS a"K 02/23/09 s'U2 OF 9 L ROSERTOLONAS PE I4M VIDWOR0 RO LEKISVKLE. AIC 27= 43444111- o9AwnxxQ* pampa SIGNED: OW02017 GEIVs'Fs. 9SATE OFe Luis R. Lomas P. E. FL No.: 6251 A WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE T 1 3/8" MIN. 1/4" MAX. SHIM SPACE EXTERIOR II I 11 11 11 11 INTERIOR GVVG VI,IIMbG VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INFERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOA CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO INACCOROANCE WRH ASTM E2112 1 3/8' MIN. EM8EDMENT 1 1/2' MIN. EDGE DISTANCE SET IN APPROVED r 1/4' MAX SHIM SPACE Rr4gaRs 6CSCIIm1CN 6A1C M"M AOOEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. A00E0 FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OETAILS 08/05/15 R.L. REVISED INSTALLATION OETAILS 06/2Z/17 R.L INTERIOR 110 WOOD MIN. SCREW EXTERIOR M Ila RENT WOOD FRAMING OR ZX SUCK JAMB INSTALLATION DETAIL BY OTHERS WOW FRAMING OR2KSUCK 1NVALLAnom Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORWM o`iC A0. F. A. 08-00502 s- ME NTS 0AW 02/23/09 —3 OF 9 L RWRIV LOMASP.E. 1u2 000000RD RoLEWWSKLE. Aar Z,= 4344". 0m AV0uSvkMwwa..cw" SIGNED: M22 17 tR it10 J . F: GENSF •`r 0 51 ••*= 137 TAi4 OF i D.e• FlORIOT; • *: ONA 11 ts` Luis R. Lomas P.E. FL No.: 6251A METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE Al 1/4' MAX. 11 a r SHIM SPACE EXTERIOR 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLARON NOTES: 1. INTERIOR AND EXMRANR F/NISKES, BYOTNEfM NOT SHOWN FOR CLARITY. PERWE7ER M/O JOINT 5I:AWVT BYOTHERS To BE DESIGNED VVACCOROMICE WRH ASTM E2112 10 SMS OR SELF ORILUNG SCREW INTERIOR L TO BE SET IN BED OF APPROVED LUWT 1/4' MO. I SHIM SPACE I 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR K%R90R5 OtSCwrloR W1C APPROVID ADDED CHARTS 03/06/12 R.L. REVISED PER NEV/ TCSTNG 10/15/13 R.4 ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISEO INSTALLATION OETNLS 06/22/17 R.L. INTERIOR 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 LIR MA: ORL: NO. F.A. 08-00502 f NTS OT9 02/23/09 " A OF 9 I. ROWRTO COMM P.E. 14M MOOOF=RO LEIMSVUF— NC ZRIM A3&+*#*w AMuR01Mem++Or mm SIGNED. OVM2017 ro'''', CENS40 s QMSEOF OA11E G`'` Luis R. Lomas P.E. Ft No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL. 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. I" MIN. SEPARATION EDGE OISTANCE 4 , 1 1/4' MIN. a EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE DISTANCE MIN. • . SEPARATION .. •• 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT I CONCRETE/ SONRY BY OTHERS 1 1/4" MIN. EMBEDMENT e 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEmuSONRY INSTALLATION RLgSgnS o[SCR171gr GAn APPROV0 ADEV15OEO CRRTS 03/06/12 R.L. rE RE0 PER NEW TEMNC 10/15/13 R.L. ADOED FLANGE INSTALLATIONS 12/06/13 R.L. 1/4• MAILREVISED INSTALLATION DETAILS 08/05/15 R.L. SHIM SPACEIr REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR is nf:;D a.J- EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1x BUCK CONCRETE/MASONRYINSTAWLTION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR RARSHES. BYOTNERS• NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTNEM TO BE OESIGNEO IN ACCORDANCE WITN ASTM E2112 SIGNED: M22*017 MI WINDOWS AND DOORS LLC ft.. I`Ip//i/i650WESTMARKETSTREET CRATZ, PA 17030 ` ,••\CF.IV SERIES 430 SGO = A143" x 80" NON REINFORCED _ aFRAMEINSTALLATIONDETAILS ?,fTAT s4r t2wallOVDGR 08scuc NTS O/ 02/23/09 1-2 5OF 9 E 117,%01ONA11Fa L. RODERM LOMLS P.E. Luis R. Lomas P.E. A7' W000MM RDLEMSVILLENCV022FLNoasa 0 u06&> wwwva n 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT MAX. SHIM T- t0 WOOD SPACE 1/2' MIN. SCREW EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8' MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTHERB. NOT SHOwN FOR CLARITY. 2. PERIMETEAAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS RLV RVIS04 Ocsciwn0N 001c A A ADDEO CKARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/13/13 R.L. C ADDEO FLANGE IPISTALLA71WS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX. E I REVISED 0WALLATKIN DETAILS 06/22/17 R.L. rSHIM SPACE INTERIOR EXTERIOR rj -4 JAMB INSTALLATION DETAIL WOW FRAMING OR 2X BUCK WSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 $GO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS CUM oWc - F.A. 08-00502 VMC NTS I o"' 02/23/09 134M 6 OF 9 L. ROBERTO LOALMI P.E. 14V s1000FORO RO LEMSVRLE. NG 27W3 J3""cws sAmus4ftmnw". SIGNED. 0&22M17 IL/0 GENSF •`f• S :- A NAIL 1 G Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE rMETAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE T 110 SMS OR SELF DRILLING SCREW EXTERIOR II II 11 II II II INTERIOR L TO BE SET IN BED OF APPROVED 4ANT 110 SMS SELF ORILI SCI METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAn0N NOTES: I. JNTERIOR AND EXTERIOR FIMSHES, SYOTHERS NOT SHOWN FOR CLARITY. 2 PERGAETER AND JOM?SEALANT BYOTHERS TO 6E DESIGNED INACCORDANCEWIRI ASTME2112 Kv acwRo110x G1TC APIOYOI A A00ED CNNITS 03/06/12 R.L. 8 RMSEO PER NEW TESTING 10/15/13 R.L. C ADDED fLIN6E WSTALLATIONS 12/06/13 R.L. 0 RMSEO INSTALLATION OETNLS 08/05/15 R.L 1/4' MO E ACOS p INSTALLATON DETAILS 06/22/17 R.I. r SHIM SPACE 1/2' MIN. EDGE INTERIOR DISTANCE r- a . I 110 SMS OR SELF DRILLING METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS CRAM 3;0 - F.A. 08-00502 scu NTS I O`er 02/23/09 1 oca7 OF 9 L OWWRTOICAMS P.E. Im n000FORD RO LE WIS VUE NG 27= 43642*0m ;8wnxsdbfflx4 •aom SIGNED: 0622/2017 1R ILow"" v N CENS'9s y pO TAT OF ONAi1E` 1``` Luis R. Lomas P.E.. FL No.: 62514 1 1/2- MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a• _ 4 1 1/4' MIN. EMBEDMENT OPTIONAL i3/16' IX BUCK TO BEPROPERLYSECUREDSEENOTE3SPACESHEET1 TAPCON EXTERIOR 1 1/4- MIN. EMBEDMENT MIN. EDGE .•v DISTANCE . ! MIN. • SEPARATION ° •. 3/16' TAPCON 3/16' TAPCON SILL TO 8E SET IN • , A BED OF APPROVED . SEALANT • CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS 1 1/4' MIN. EMBEDMENT INTERIOR 2 7/6" MIN. I 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCREMMASONRY PISTALLATION 1/4- MAX. SHIM SPACE 1 RD"ON$ O[SOWTI N WE AFPR06W ADDED CHARTS 03/06/12 R.L. rcO,E REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/05/13 P.L. REVISED INSTALLATION DETAILS OB/Ob/15 R.L. REVISED INSTALLATION DETAILS 1 06/22/17 R.L. INTERIOR EXTERIOR JAMS INSTALLATION DETAIL OPTIONAL ix BUCK CONCRETEIMASONRV INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SMHONN FOR CLARITY. 2 PER111ETER ANO JOINT SEALANT BY OTHERS TO BE OESIGvE0 IN ACCORDANCE WITH ASTM E2112 SIGNED: 06a2/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET IIIIIIIrIII J S R • tO,b i GRATZ. PA 17030 1 ,••GENs 9s 1t•. 0 6 • SERIES 430 SGO 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILSE OF DRAW owORO 08 R1v E F•jO<ORIQ• WILE NTS oA1c s'txT02/23/09 82 OF 9 L.RO8ERTOLOAMSP.E. 1432 WOODFWm RO LERQSVU& NCZRIZI lids R. Lomas P.E. 434480 = + om*1 am. FL No62514 aWSCHS Ia" oaua noR aa1 OPRO o A ADDEO 04AM 03/06/12 ILL. 8 REVISED PER NEW TESTM 10/15/13 R.L 1 5/8• MIN. C ADDED FLANCE INSTALLATKINS i 12/06/13 R.L. EDGE GIST. 0 REVISED WSTALIATION DETAILS' 00/05/15 ILL E REVSED OMSTALLATKIN DETAILS 06/22/17 IR.LTRIM MIN. INTERIOR ENT MASONRY/CONCRETEBY OTHERS eX BUCK BY OTHERS, HOOK STRIPX SUCK TO BE ROPERLY SECURED METAL STRUCTURE1/2' MIN. BY OTHERS EDGEDISTANCE 2 TRIM EXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE NOOK STRIP SCRELF DRILLING EWa 1/2• MIN. EXTERIOR PANEL INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8- MIN. EMBEDMENT NOTES: 1. WT (ERROR AND EXTERXTR FINISHES, BY OTHERS NOOK STRIP NOT SHOWN FOR CLARITY. 110 WOOD 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESRINEDINACCOROANCEKITH ASTMEYII2 SCREW SIGNED: 0612WO17 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC 111IIIII/I,, HOOK SUCK T NS ION650 WESTR.MPAK1703 REST Z SERIES 430 SGO t x8NON REINFORCEDo HOOOK 4-TAieINSTSTALLATION DETAILS9OFzonery 4j SS F.A. 08-00502 E scALL NTS *41 02/23/09 —9 OF 9 N/O'NA `tEN` L ROBERTO LOM45 P.E. 143? W00000W RO MEw6vXLE NC:74" Luis R. Lomas P.E. 416•6I606" rmnn@& Awu mcorn FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING Tb BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING 1S 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 ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE 'PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL; EXTRUOEO ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REoUIRED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. S. SHIM AS REOWREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAMMUM ALLOWABLE SWIM STACK TO BE Ile. 9. ODOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. 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 3/6' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRZE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM FACE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO META. 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 SWILL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECHFlEO 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 16GA, 33KS1 OR ALUMINUM 6063—T5 .046' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS ALNypN9 oiscavlloN HM1c co ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FIANCE INSTALLATION$ IZ/06/13 R.L. REVISED 1NSTALLAIXIN OETALS 05/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/37 R.L. SIGNED: 0GI2WO17 MI WINDOWS AND DOORS LLC L111111rrrr,, 650 WEST MARKET STREET J S R' L0 ii GRATZ. PA 17030 E HS`c-1 DIY. 1 ;e* - SERIES 430/"0 XIX SGO 143' x 96' REINFORCED NOTES 7i 10• TAT Of t;,OfFormaowcro aEOSE srOljIAI11E``` Luis R. Lomas P.E. NTS ° 02/23/09 s1mr103 OF 9 L.RMAf0&0vA5P.F r--V HIo00FORO RVLEINtS .E. AC 27C23 AN< 40o ft .mnosymomsp r,,, FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MMAX I MAX I 6- MAX 5- MAX 1 L 17 MAX O.C. 96' MAX FRAME HEIGHT 6- MAX I • SERIES 43O/440 XIX SGO EXTERpOR VIEW DESIGN PRESSURE RATING IMPACTRATING 140.OPSF NONE QCCL lNlbsl ANp RFOROTHER(IM7SRATINGS NOTES. 1. MAXIMUM PANEL SIZE: 46 Orr, 95' Z AfAX/MUM O.L.O.: 44 5N-, 90 SW METALLIC INTERLOCK PANEL tt¢v otsctePllon A AWED CHARTS 8 REVSEO PER NEW TESTING C AWE0 FLANGE INSTALLATIONS 0 RENSEO INSTALLATION DETAILS CHARTa1 E REt45E0 INSTALLATKIN DETAILS WHERE WATER INFILTRATICH RESISTANCE lS REOLRREO SEE NOTF 9 SNFFr r Design proauru chart (pso Tye SY184PxW"TcutFrtutuW+,,IA(0) H*m 30.0 1 36.0 420 47.7 in) 80.60 10a00 126.00 1"00 PuttI Nay I POs N.y Poi Nog Po, Noy 140 a0 fi0A 40.01 57.9 400 S20 40.0 440 AO a0A RE 40.0 1 6 40.0 ae 8 40.0 4.5.0 820 a0A S9A a0.0 St 7 40.0 ae.t a0A 42.3 90.0 ao 58A 1 40.0 1 490 40.0 43,7 40.0 4Q0 CHAR T0 WHERE WATER INPR.TRATION RESISTANCE 15 NOT REOuREO SEE NOTF O [NFFT r Ran pr0smre cnar((Ps/I FLta Sttpn PJnW W47090 FrWm Wdo(n) H" 30.0 2a0 1 42.4 47.7 n) 10.00 Ift 124.00 14100 Pau Nap Pof I Nev I Pos Hop 4.0 60A 600 A.8 57.0 S20 52.0 a0 60A OOA Sao S..e 920L51.7 a usaA0490a3 CHART02 Number or enehorlo44tlonsre0u1rM Ael 5-0 Yand trt0 Tt1141 Promo VVAM n) Nib 70.0 1 36.0 420 1 47.7 N) me 1f0a.0 126.0 1414 N4S Aa10 N45 JemO N4S Jamb I N4S Iwe M.0 tl 0 7 tl is 6 9 6 41.0 7 tl 7 8 4 6 9 6 920 7 6 7 910 7 a 7 fi 8 8 9 6- MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 xix SGO 143' x 96' REINFORCED ELEVATIONS F.A.08-00503 c'" NTS 10Tc 02/23/09 1 '172 OF 9 L. ROSERTOLO""P.E. W W00W VRO RO LEIVIS'VU& NC 2M.•3 a34{,OS460y rbmaQ giulpy,cpn an APPROvm 03/06/12 R.L 10/15/13 R.L. 12/06/13 RL 05/05/15 R.L 06/22/17 R.L. SIGNEO: 06gW0T 7 5 RlllL0 , r •\G E N8F aP'G PE oS 40R101; AN Ji/S/DNAj1E\\ Luis R. Lomas P.E. Ft No.: 6251 A 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMENT BY OTHERS 1/4" SHIM 110 WOOD . SPACE SCREW 110 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 II 11 II INTERIOR cwc v.a ua.a.c VERTICAL CROSS SECTION WOOO FRAMING OR 2X BUCK INSTALLArCW NOTES: 1. &V ERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIONEO IN ACCORDANCE WITH ASTM E2112 IIp avooxs I N DM App"v b A ADOEO CHARTS 03/06/12 R.L. B RENSED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE uMSTALLAIoNs 12/06/13 R.L. 0 RENSM 1NSTALLAION oETA0.s oe/OS/15 RL. ti 1 3/8' MIN. 1/4' MAX. E RMSED INSTALLATION OETAILS 06/22/17 R.L EMBEDMENT rSHIM SPACE 0Ea— 1/2' MIL— INTERIOR EDGE DISTANCE 110 WOOD SCREW BE SET IN n F APPROVED EXTERIOR w00o FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MIN. BENT SIGNED: 06MMO17 MI AND DOORS LLC tt lll`!O650DWEWSSTMARKETSTREETS GRATZ. PA 17030 D 6 yrSERIES430/440 XIX SOO 143' x 96" REINFORCED pj FRAME INSTALLATION DETAILS o F • jO[ Tl MAt E?GN 11II1t11 Luis R. Lomas P.E. oNAm F.A. Oro «o. 08-00503 lav E WAL NTS °" 02/23/09 —3 OF 9 L ROBERTO LON"S F.E. 1432 WOWFORO RD LEWISVUE• HC:7at7 u44804M donawww O..aom FL No.: 6251 A 1/2- MIN. EDGE DISTANCE METAL 1/4 MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR F WILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EOCE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATIOR NOTES: I. WTERIORAND EXTERIOR FWISHES. BY OTHERS NOT SHOWN FOR CLARfM 2. PERIMETER ANO JOWT SEALANT BYOTHERS TO 8E DESIGNED W ACCORDANCE WITH AS1M EE112 010 SMS OR SELF DRILLING SCREW I 1/2' MIN. EDGE DISTANCE INTERIOR 110 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN A BEO OF APPROVED SEALANT METAL - STRUCTURE r=g BY OTHERS f" 1/4' MA>t I SHIM SPACE CA I CMIVPN 1x"SIONS xa 6ta1urllon DATE APFN1a1EO A ADOEO CTIARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETA0.$ 03/05/15 RA. E REVISEO WSTAWDON OETMLS 06/22/17 R.L. JAMB INSTALLATION OETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES A30/A40 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS 91WN: OMa NNI. F.A. 08-00503 r" NTS °'"' 02/23/09 —4 OF 9 L ROBERTOLONASP.E. 14M w000P0RO RO LEWISVNLLE MC 2,023 O&CR -0w Abn.orIDft u mNom SIGNEO: 062WO17 r rO4fCEnrs9s' 0 61 --*' E OF • _ Luis R. Lomas P.E. FL No.: 62514 1 1 /2" MIN. 1' MIN. oCSCIOP w WE APPROV a SEPARATION EOCE DISTANCE A A00E0 CHARTS 03/06/12 R.L B REVISED PER NEW TESTWC 10/15/13 R.L. a 1 1/4' MIN. 1 1/4' MIN. 1/4' MAX. C MDE0 FIANCE 6iSTAILATIO.S 12/06/13 R.L. EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED INSTAUATION DETAILS 66/05/15 R.L E CONCRETE/ REVISED INSTALLATION OETAILS 06/22/17 R.L. 11-- 1_ MASONRY 1" . • .• .. OBYOTHERS MIN. OPTIONAL EDGE • e Ix BVCK DISTANCE INTERIOR aTOBE - PROPERLY 1/4. MAX.. U SECURED SHIM SPACE SEE NOTE 3 _ SHEET t 3/16" TAPCON MIN. SEPARATION •. e ' EXTERIOR MERIDA '• 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&MASONRYINSTALLATION MASONRY/ BY OTHERS TO BE PROPERLY di CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET I 2 : •t 1 1/4' MIN AVTEMORANOEXTERIORRNWHES.SYOTMERS EMBEDMENTNOTSNOY/N FOR CLARITY. a ' 2. PERwETERAND JOwr SEALANT BY 07HEd$ TO 8E A DESIGNED INACCOROANCE wnNASTrf E2112 SIGNED. OW212017 2 7/8'• MIN. 1' MIN. MI WINDOWS AND DOORS LLC `1nllurrr/ SEPARATIONEDGEDISTANCE650 WEST MARKET STREET 5!t'. 0?j i VERTICAL CROSS SECTION GRATZ. PA 17030 v •G E Ns fji CONCRETEIA44SONRYINSTAUATION SERIES 430/440 xlx SGO : #• a 5 +t = 1 a3- x 96" REINFORCED — FRAME INSTALLATION DETAILS pQ•• 7ATE OF ` F. A.CRAM 08- 00503 qC v/0... ;vasc^zNTSo'02/23/09 "W5 OF 9/1 1 LROOERr0t0NA5P. E. Lui7 R. Lomas P.E. I41V400aFewRDuw4v4LENC=a FL No.: 62514 1/2- MIN. wx RLv c0cm 110N MTC APPROrmEDGEDISTANCE A AOOEO CKARTS 03/00/12 R.L. B REVISED PER NEW TEST1I40 10/15/13 R.I. 0 FRAMING 1 3/8' MIN. EMBEDMENT C ADOEO FIANCE VISTALLATIONS 12/06/13 R.L. R 2X BUCK 0 RI VISEO INSTALLATION OETAILS 06/05/15 R.L. BY OTHERS 1 3/8• MIN. 1/4' MAX. E REVISED INSTALLATION OETAILS 06/22/17 R.L. 1/4' EMBEDMENT SHIM SPACEFSHIMSHIM SPACE 1-- INTERIOR 1/2' MIN. g 10 WOOD - EDGE DISTANCE SCREW I 0 I. EXTERIOR INTERIOR a' 10 w000 SCREW 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 000 FRAMING EXTERIOROR2XBUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BT OTHERS 1 3/8- MIN. EMBEOMENT 1/2 MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED., 0&222017 WOOD FRAMING OR2X BLICK INSTALLATIM MI WINDOWS AND DOORS LLC 650 WEST S0111111111/1 ZI RENO': CRATZ. MPAKETi7030REET N SERIES 430/440 XIX SGD iT• a St 1e t 43' s 96' REINFORCED FIANCE INSTALLATION DETAILS f1 , TAT Of ty I.WVTERAORANOEMAIORFWISNES.BY07MERS. R 0 2PERIMETERANDWN FOR CJOIN F.A. 08-00503 E S SEALANT BY OTHERS TO BE NTS oAa[ 02/23/09 6 OF 9 7011WE OESIGNEO IN ACCORDANCE WII N ASTM E2112 L RMR1O I0MS AZ 14.V wIDOOFMO RO IEWSVIUE MC 2:0.+ Luis R. Lomas P.E. AN4113-0II79 dom"Oftemam m. FL No.: 6251 A METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EOGE DISTANCE to I &Pflum 11Y 1 cnlvn 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRU=RE INSTALLATION NOTES: I. INTERIOR AND EXTERW FINISHES, BY 0TMERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SYOTHERS TO SE OESIGNEO IN ACCORDANCE WRH ASTM E2112 1/4' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. 1 SHIM SPACE a+asn+s 1 v o,1c ApFra ;0 A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TEMC 10/15/13 R.L. C ADDEO PL NCE INSTAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 06/05/15 R.L E REVISED INSTALLATION OETNLS 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/"0 XIX SGO 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS GP.Vft o c 00. F.A. 08-00503 V-' c N02/23/09 U-7 OF 9 L R06ERTOLOU"AE, 14M 0000PoRO ROLEWISVUE. AC 27= SIGNED. 06aW017 I` l0fl,ii GENsF9v1' s A , ' TATE OF • al Lv13 R. Lomas P.E. FL No.: 6251A 1 1/2' MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET I EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS 1, MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT SHIM SPACE 3/16" TAPCON INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I" MIN. EDGE DISTANCE ° d MIN. SEPARATION • 3/16' TAPCON SILL TO BE SET IN ° A BED OF APPROVED , wt, , SEALANT CONCRETE/MASONRY BY OTHERS 11/4 N. EMBEDMENT a f, 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET154"SONRY INSTALLATICIN INTERIOR EXTERIOR OPTIONAL 1X BVCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 alwo a AN Otsaa IION Mtt PP*OWW A AOOED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESI1NG 10/15/13 ILL C ADOED FLANGE INSTALLATIONS 12/06/13 R.L 0 RMW OISTALIAT*N 0EWL5 08/05/15 TLL E REVISED INSTALLATION DETAILS 05/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETEAWASONRY 04STAL LATION NOTES: I. INTERIOR AND EXTEAIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERWETERAND J WT SEALANT BYOTNERS TO BE DESIGNED INACCORDANCE MT N ASTN E?112 SIGNED: 06)M2017 MI WINDOWS DOORSLLC WEST MARKET STREET 650SKStT 1111C/0/,' GRATZ. PA 17030 v •*,,CENS''fi i SERIES 430/440 XIX SGO fit• c 5 re= 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS p : a TATEOF : 1 F•[ ORtOT;• i ASS'ONA"'E G\\N ORAWt Fsrx c o c w ar 08- 00903 E a NTS02/23/09 8 OF 9 L. A06ERIOLOMASRE 14Y WOOOPowO AO LEVTSVUE NC2 Luis R. Lomas P.E. u4. 6004= eglm.s®Lma.upa, FL NO.: 62514 1 5/8" MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP -J a 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR — PANEL INTERLOCK HOOK STRIP INSTALLATION ANSIONRYAGONCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP -- n%15 4 ftv ocsCAvroN CAN APPROWO A ADDED CHARTS 93/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 ILL ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 03/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L 1/2' MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIMt 8" MIN. EDMENT KOOK STRIP # 10 W000 EW EXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING NOTES: I. INTERAOR AND EXTERIOR RNISHEA BYOTNERS. NOT SHOWN FORCLARITY. 2. PERIMETERANOJWNT SEALAN 8YOTNERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA, 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS onuN: owc Ho. F.A. 08-00503 x.Lc NTS w[ 02/23/09 s"W9 OF 9 L SKM911OLOU"P.E. 14V NOOOFDRD RD LEWISVALE. NC 2AW 47dfi660L17!9 rb-u@* nu PvAM SIGNEO: 06/=017 5 R I IL10/Y'/' J••`•G E NS 9`P'_ Zr Luis R. Lomas P.E. FL No.: 62514 i Professional Regulation OD PR MOVI DOV7 pOFR DRFR pI"l01pt13 COvla C10DFR M-11-.-11(4i'l-I'MM-Ul-MEIE-Iga-..=001 Florida ra 0USoductApprovalusea: Public user Product Approval Menu > Product or Application Search > ADDllogiia List > Application Detail FLOC F1.9174-1112 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@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Gamn@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. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.POE Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certlned By Sections from the Code Year 2012 2012 Florida Ucensed Professlonal Engineer or Architect FL9174 R12 Eauly WD2017-00I112 Evaluation Report - FL 9174 PDF Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of Method 1 Option D 08/11/2027 01/02/2018 01/02/2018 FL 4t IModel, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.ndf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - 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 11 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P31 Track Supplement Chart signed.pdF FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.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 bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- bome debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 li 0230-318960-P10 S.pdF FL9174 R1Z II 307494 Pll Track Supplement Chart sioned.odf F19174 R12 1I 324620 P16 Jamb Connection Suon sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 11 0231-318996-P6 S.odf FL9174 R12 iI 307494 Pll Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sipned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S-od FL9174 R12 lI 307494 Pll Track Supplement Chart sipned.odf FL9174 R12 11 324620 P16 Jamb Connection Suop sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 19100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf Impact Resistant: Yes FL9174 R12 11 319040 PI Post Istall Instructions signed.pdf Design Pressure: +39.20/-43.70 FL9174 R12 if 324620 P16 lamb Connection Sumo signed.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W122017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL2174 R12 11 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart slpned.odf Impact Resistant: No FL9174 R12 If 324620 P16 lamb Connection Suop sioned.odf Design Pressure. +12.40/-13.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part ; Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sipned.odf FL9174 R12 II 324620 P16 lamb Connection Supp slaned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 1 5120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0236-319024-P7 S.odf FL9174 R12 11 307494 Pll Track Supplement Chart signed.odf FL9174 R12 1I 319040 Pl Post Istall Instructions sioned.odf FL9174 R12 Ii 324620 P16lamb Connection SUDo signed.odr Verified By: Gordon Thomas P.E. FLORIDA PE 46728 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 1I 0237-319025-P7 S.odf FL9174 R12 I1 307494 P11 Track Supplement Chart sioned.adf FL2174 R12 11 319040 PI Post Istall Instructions sloned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDo sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P31 Track Suoplement Chart sipned.pdf Impact Resistant. No FL9174 R12 11 324620 P16 lamb Connection SURD sipned.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by independent Third Party: Yes 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 11 0601-319027-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174,13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available in top or Intermediate section. Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.14 I5120/5140/6100/9100/9400/9600 a#0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 11 0602-319028-P6 S.pdf FL9174 R12 II 307494 Pll Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0603-319029-P6 S.odF FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL2174 R12 II 324620 PI Jamb Connection Suon sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15f0 0/ 140/6100/9100/9400/9600 116' Max avaable t width. or ax hei dlate Max section height 24" Glazing 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.2df FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 ii 319040 PI Post Istall Instructions sinned.odf FL9174 R12 H 32462D P16 lamb Connection SuDo sianed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use 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 I designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 If 0605-319031-PS S.pdf FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf EL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Verified By. Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-ODIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 i1 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 if 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 11 319040 PI Post Istall Instructions sianed.odf ImpactResistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf DesignPressure- +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0609-319035-P6 S.Ddf FL9174 R12 I1 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 319040 P3 Post Istall instructions sloned.pdf FL9174 R12 I1 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by.Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Suop signed.DdfImpactResistant. No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SURD sipned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Badc Next Contact Us :: 2601 Blair Stone Road. 7bliahassee FL 32399 Phone: BSO.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Forids.:: Privacy Statement :: AarsslbilM Statement :: $ppl0d 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 850.487.2395. *Pursuant to Section 4SS.27S(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 emalb provided may be used for official communication with the licensee. However email addresses are public reea•+d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click h=. Product Approval Accepts: ER 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, 4 L,:Z4 Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction) Scope 11II111,/ I/ N• No. 46718 O STATE OFPCORIDFt S,S%NAI. E?.. Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174, The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. Il. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSUDASMA 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. FL9174.1 FL9174.2 FL9174.3 FL9174.4 FL9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9' 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-129 318960-P10 318996-P6 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' IS' x8, Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table IS —Doors under Evaluation . O.. D. TA/ OHO • .ICENS No. 46718 STA7F OF i s - RIDP s 2 '., OVAL ENG\ 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 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' xH Design 26.901 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 sf 17.00 psf 25.00 psf 43.70 Psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes Rating Table I — Doors under Evaluation FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 9,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.901 Pressure 17.00 psf 33.50 Psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-126 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion oN. D .?yo''%, CENSF •.- 9N No. 46718 ' CC Z STATE OF FCORIDP'••'Gi S/ONA `\O iZtv31 7 U tot I 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. 1 conclude that the construction shown comply with the structural requirements of the 5'h Edition 2014) and 6v' 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, 14 L,::4 Gordon Thomas, P.E. FL PE # 46718 1. NM-IuvACT RESISTANTASC 0 NON - .CIO• MNDDIN SSS iUaNO IN MOOED FAMES SCREW 13 W H= ARM& Towmal NM A IOORA OF (I) Feel• wtm INSTALLED IN EDP OR NIERMCIATE 30MOM (1LM OR WVWT OTOORNEATINICHS) MEETS UIOORY STAIC OESM E3 PPMRrSHORN ON = ORAMIN0. QAW 17 CA FLAG AR,1i- MAHAW A MAXIMUM"MIT Or 13.73• AHO A LL NYYAISLEIOTR OIA79'. aAWC O ROT VAPACi If W ON MOW. RESSTANT MO DOES NOT MEET ME NEOUROE1113 FOR TRACK UFO -BMW DEEn flEcam 1-3 RESISTANT RAZING BMW YAY BE INSTALLED N POP OW 7 AS OR INTO MMATE SECTION (VIM OR YMOYT OECOUAYE SWRI17 QISEIRS} %ZNO SHALL OE 1/4 WINBOLON-AR IB CA UN KAT- P0. iE OREQUAL. CLAM: SIAIL NAYS A YAVIIW REPORT OF 1S21' AND A MAIEARI LEICIH OF TRACK 30.0r. CAmIC O OPACT REMANI AM DOES MEET THE REOWSMO IN FOR R9D-lSClW OWES RE¢a Q b/IfMI-0/B' LAD• SEE OEM E GN SKEET 2 FOR AumLV DETAILS. SCRAP AT EACH OLAZW SECOOR RED1RIO5 REINFORCEMENT BRAOEM JAMB OIACKrr ATrAWN TO U- IUR ON LVWX INTEGRAL M CODE ORA0. O SHEET O WAFDSR 16• TRACK' INTEGRAL RN OF 1B0SME? BOLT AN O 1/4-20 HEX FACTORY SWALLED. INSTALLER SMALL FIELD INSTALL (1) OUT AT 29 49 YYB 1/•-1,4X, MF Og4LM CRWRTE SCREN TO ATTACH BRACKET LOCATION E J- T TO THE viTEOIAL RO A0 OPERATOR SUE AT ME CENIIDLIE OF DIE OWR POI OETA0. F ON SPAT b 3. VINYL ON NOW DOOR STOP NAILED A MARIMW OF I' O+C UUST OLFRM TOP ANC BOM ENDS! OF ANELS IDOMUO 7/I41' TO MEET fEOABVE FRFSSIAMIL HET POOL SJOE LOOKS, OR OPERATOR REOIARED. is G 311FFEIQ0, S SECTION SUIT BE CONSTRICTED NM FOAMED IN JAYS BRACKETS PEACE POPMETIME FOAM NSMTION C E.IOCALLY SEE SOIEOM FOR 0011M TO 70 G MNMA FACER STEEL AM A WANQTY. LOCATION. P0.pALMNA$ BACNEK ON 32 W STEEL SA7KOL OIO AND TYPE CAP TO HARE A MINIM 1.1• DEPTH. e. IRE DESIGN OF ME WIPPO IVIO STRUCTURAL REV LOCH OR AOC L)OE OELIEITS SHALL BE DE BESPOM9BIUEY OF IKE BOM SIDS ((RlIppr PROFESSIONAL a RECOIID /011 THEeYLOMO OR REWW'O WM OPFA1lMR sTRINCn0M AND IN ACCORDANCE ISIN CURRENT OULMO SEC nOTE •1. SLIDE CWEB FOIL ME LOA64 USTW SIN THIS OIAYINO. LOCI 3MOFM FOR 7. DOOR JAIL TO BE MORNIY as snWCVRLAL O1AOE CLARITY R. REFEm WNSER TO a COIIECDOI SUPPLOEM FORHD1ELf_•1_saw ATTACRMEFT TO SO"ORM STI MRE DOOR a rwY MS 35E SEEr 2 FORU-BM LOCATIONS L LOUVER OPTION - .DEC' UNIM LOUYEIPS N MOLDED OR CODES MTN OR" FRAMES SCRETED IODEMER WIN A U MMU OF (I) SECTION (UANMIES AND aRSONEWS INSTALLED Ul DE SOTIIM SEDIOK. Rs ARE NOT IIVACT RESISTANY N O00NOTMEETSEENMIANOaONIRIS SKEET FOR GLAZIRC OFUDIM EQORATan 10 BS IAWE UOR IEWW9CMNNRY - Ar m IsunwWmMNYfm_ SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE LIAX DOOR ME QR tRRIDRI1 LOAD EACH JAMSQ'LF) tSOM le'-O• ALL 207.3-aaA• IJ- 0• i Im - 11 Ir-7 ALL I•1 -1 IC- 0• ALL I.HLs -IN.O 111111111// yv1E J KO P'• uOEN R' i -, No. ?MS *sAO•. STATE OF vfHM AiNL06dP iL iY``• SM =Wry AM 10mHOIANN RACK END R R TIME O FS Ntnu PRPNNp99WJt G=Cm J CAL PW4= OAY M m3wlw lTmf OF NNI " ODOI1RR:eER 11r1 , CA ENO CAP f 18 CA OPOUTON STU A04M TO CE9% N OF I UML ( s) COiTI71 HMOs FEE AM ItMiNM ON DOOR SCTHS cISATER MAM 1r- 0'. f31 OlIM HINGES FEE JOINT RCCEEO O1 DOOR MOTHS =3 SUN W EQUAL TO ir-0•. JAMB BRACKET SCHEDULE ITTDow T n0. OF HAOE19 EACN 7 BRAOEM M[AVJ= FROM BOTTOMOF TRACK O svisms S r-w I O J0 1 2>• 1 JO 3• JB S-1 0 $7 O' I FAT Js . 10' JB !1- J s Je , La • i • a-1 • JB JB 1 O 7• JB •7-1 • C i O, 73 AL e-o s s FATF- JAJ, i JO 21-3 r (A). 20-7 •' CAI •B b 37-1 r 6 7s-'A' We 0• UFT KNKII ISEME NOTE BElOM TO POOR UPDATED SAE B/1GAO OLLOWM OLUU4900 COMES S OTIED JAW BRACKET ATTACHED TO TRACK HUM 1/4-20E/II• TRAGH BOLT AND NUT. KLDYLNC ORA MO1 0007E5 DIM INSTALL JAYS BMCIEr INSTALLED IN QUTTOOLY SLOE NO ADOITIORAL HAROBME NEEDED TO ATTACH TO TRUCE. 70RS VM RICH LIFT. ROOF FINK AND/ CI IREMER TITAN S' IN HEIGHT REWIRE VA OF OONTBWOUS WALL RACE SU SUPPLOUXT TUCK CURT FOR OETALI STATC PRESSURE RATIRGS APPROVED SIZES SCALE R. T.S. SIZE A Wayne OESON 2&90 -2A60 MILX gOt16 16'-O' OATS NAM E T (PSF 36.65 -J3.2O ILAX NEIOIh B'-S• M 3/e/oe CRT w Dalton. 111PACT c RATED (YES ; YES IMAX SECTION NENWr 21' 1 4/6/06 1 MRS E GARAGE DOORS MODELS 5120/9100/9605 91EET 1 OF 2 Ctow OF, owjtwAO ODOR am Palls aL aaGNADDUCE °RIi DOME WINOLOAO SPECIFICATION OPTIONCODE 0230ORATING PARTNQ 318960 REV. P10 ew a•- SEE 13 GA ADESTABLE TOP RACE U-BAR OVER ORRC 13 CA ADAnUOE FIXTURE ATTACHED m nm na (Hq FTE-wNTOP IOiOE POE - PUNCHED NOES ' • HOLES EACH am FACINUPWARD w BOTTOM OF WAR A AND ATTACH THRU ENO CR F 1/htgi/O' EACH CD xTN Etl 1// WITH (3) /4-14 SECT DRLLDNO T 47 FOR STANDARD TRACK) 1 .- 147/B' SEEP OIRE SCRET6FOHEADROOMTrtACN (2MAM USEDTOATUOTOPDETAIL A BRACKET AS 5T10MN1• LOW HEADROOM TRACK DETAIL A 13 CA ROLLER WEE ATTACHED TO USES r CH IYPACf FRE_P`U l H ED HOLES TOP Or U-RARrEpa U- BAR OVER INTEGRAL RO rm OAgy }EC11O1 _ M USE117GTRU MaLC IN AR 7GENSIIRE FACING UPWARD ATTACH THY EEO OMGI AACED FROM ALIMENT OF ROLLERST EACH END wm (7) 1/.-lb7/U' SWIM a H .-1..7/O• IS GA HVWE ATTAOEO Djny NGCRbIPIWTO-BAR PACEDOVERTOP mm (aj 1/.-lw/B' me THE SWITCH SECTION a1KL ONLY TRRaGN wm CF WTITE Sa[TTS (2 or ATTACHED mRU END CAMP AT EACH T ASW U-OAR) YAM ARE FACTORY TH 1 1 h11 7 w DIa{DDATTACHED) ( WrnTE ..A.. Q: RE DETAIL sE UM DUE TO CLEARANRS NEOLRO TO 1' NTLON 3110mawRO w7TALL XCRIDG AT THE ENDS OR TE ROLLETI MTN 4-1/ T STUN OFTAILR U- BAR% ALL U-BARS WILL BE INSTALLED am SECTIONS PROR TO OSTALUNO BOLLET SLIGO AND TOP FOCIURC CH THE *-BARB $EE ATTACHMENT NOTES ON THIS SILL N M IONLE ATTACHED U-BARDDAAITACH w1M (B) I/h2pAS/B' C@WTRE SCEY6 ( E OF INTEGR A L All MICR e) I/" iNRU TOOCH ARE rACTOTT• qE-PLNCED NOEJI AT ATTACHED. 3 OF MICH EACH /NEmEDIATE MOLE ARE FED INSTALLED INTO LAN LDC1111C1 (1TOWf1.ANC[ FTIM TOPLEAF. AID 1 OF EIIICI O IEfp NSULfm K R/•• BAR AND PRE-RRKIIED NaE IXICE IEAr AND , TXO I OF )- OAR AMU W V IN DETAILC BREORAL RD OF SECTION) I2 CA BOTTOM BRACKET ACIORY ATTAaw NTI • • S I Re xTH PLACE DOWamCLARBOTTOMNOTCHWOEMOBI." TANBRACKETANDATTACHiMRYED CAP' M OATCAC) END W7M 1] 1/hl*'2 SELF ORLLOOVSCIEEASION *CHAR RES6TANCE. SHOW NO USE El) 1/s-IH 7 4Lr SWTIOY BRAOET MUST BC _ 9CIIEYED TO 11HE BOTCHY ` . • OIRUNC OOMPH SCREW THE BOTTOM Or THE BOTTOM U-BM AT LL•BAR N1N EACH W-PURCHED HOLIE AT Cv0r 2) I h1Jd S DETAIL HINGE LOIJITON. USE,(1&=4/0' CRUPTI E SCREW ATOOIa, SEE HIPACT BOTTOM m1A0Er PRE -PUNCHED HOLE LOCATIOLL OCTAL THIS 900. 1 1 hNA SEIi OR %* ODPTTE AT lDE of DOIII Tau J-SImR A OPERATOR BRACKET. MJ-0RTNT aBLEW ONLY REaENm ACf aAIIDSEGROrmSEENOTE2nFTA11 F ULM STAINLESS Elm I6BER STAOAWRTLOcIRS • . CIAO® IHa-1/t ac MAR J Koh //f P: `• `TGER •• :Y HEAD CE / SEALANT EWAIDR ir 0, . STATE OF 4,: FACER snra L/, 0NAL T' q * BYlll J fWlK R on O6." ROW IEO Mawr MVE OYO Al PE TRW T HE 117M 1[RJICARp1AL W NrckWAo a'STALIM Eciim NON-SIRUCNRAL / DECORATIVE INNER MIDpN TM • • DETAIL E. ATTACH BOTTOM BRACKET TO BOTTOM U- sm WITH (2) •• 1/hlh7 SEr OIRIINO 4 IMPACT BOTTOM BRACKET q smTI BO RW u- OHDoan LOCATED OVER INTEGRAL Res As 1. ALL U- BARS WIL EE PLACED OVER UITCOM MS AID ATTACHED TOM PPE - PUNCHED HOLES WITH (2) 1/4-IUSIC CRIPTTE SCEWS AT I.AOH ONiFNHmNTTE HINGE LOCATICK (3) 1/.-147/4r AV OaLRC WIOITE COMM AT EACH IND CAP (EXCEPT BOTH U-BARS ON SWTIOJ MICRON - SEE OEUTM1 O AIO 0 TINS SIQ111, (7L1 1/hlMb/i OWWIRE SC1Er0 AFPMOeIATRY W . Yi'Ka ED a aaa AND INTE1041M E HINGE LOCATION, AID (1) 1/4-140)B' ODIrITE SCREN ANRIHDOIATELY d FI1pY EACH BID. BON DOOR IIO1N9 CRATER THAN Or-O. THINE SHALL BE A TOTAL OF (20) SCREWS ATTACHHO EACH U-OAX DIM" BOAR U-SARI ON OM10M SECTION SHALL HATE A MOUE. di (Il1 SCEWS EACH. FOR 00011 tlDOLS LESS 11/N1 OR EOUA {1 12=0'. HERE SNARL BE A TOTAL OF (14SCROI3 ATTACHING EACH U-MAR EXCEPT OCIm U-OARi ON BOTTOM SECTION STRUCTURAL OE0ORAIVE SHALL NAVE A TOTAL OF (14) SClE6 EACH. R TT'DDIM TRW L xTN TE 8MnON or THE (B) PRE-PORWm "am IN FOLIGIRBONAIE THE TOP OF EACH DO L/SW FOR ATTAOGIFNT OF TIME ROLLER SEES AND THE PRE- Wlq® NOES IF THE OCTIOl Or EACH 00 USm FOR THE ATTACHMENT OF mE TOP FOM UXE AND UNLESS MOTO OTHERWISE OR DO VIECNCATI N CRAVING. ALL FIE-NNOXn HOLES IN AL U-IIARS SMALL IE ATTACHED TO THE DOOR MTN 1/4-144/0' CRRFUTE S/WR 1 18 CA WARS SMALL BE STAMPED'.B' APPROXMATELY B' RDM EACH HNC Dawn is CA. AS ADGmSUPOSOSm roH PRESSURE HONES nCH UPDATED TITLE To ER31626 Im COOL AIDiII. HR T HT iTIHLL TUT.,. TTTgH.EH W yne OE90N (PSry f25. O0 -20A0 MAX Ni0T1t IV-0' I I DATE I NAPE E6fA( 30.60 -•320 MAX HEIGHT. d-B- TM 7 /a0 CART alton. T nP C RATED ( TE9/NO): TO MAX SECTION HUOTC M' CCKFD A/B/OB MRB GARAGE DOORS MODELS 5120/9100/ 9605 SHEET 2 of 2 X%%" or OV9MUD DOOR DRAVIING PART MO. REV. N oH A OW 3131+ NANDLOAD SPECIFICATION OPTIONCODE0230 318960 P10 O -SWO 8 13 GA MIS CONTINUOI WALL ANG PUCE PLATE LOCATION e SEE SCHEDULE 11 GA MIN 14" CUP SEE MAX SCHEDULE 13 MIN NUOUSCONTINUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS—r 12" MAX SEE CLIP DETAIL 11 GA MIN 1 CUP SEE SCHEOULE- 1 12" % MAX UP LOCATIONS RSW 0 28„ MAX SEE SCHEDULE 12" MAX TRACK 13 GA MIN CONTINUOUS WALL ANGLE CUPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE Itlllll l// DETAILS THIS PAGE. NE J kQn iQ• .•••• LICEIy •." i A10.779 S O STATF OF .:` Ss ORIOAOWANA ENG` 437,0.TWOCA.K" CUNT mmw. am FL PC 77W 70 FC 117su WMGKPRmLONAL O WARMS SEAL MTN= KK7 700 71010N0{0110 mORROCDp1 OETAOS r/ kCK 1 /4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT TYPICAL CUP BOLTING DETAIL TRACK i 1 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL Cup RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE a 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DORTH MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART 1pair;n- 3395 ADDISON DRIVE DENSACOLA. FLORIDA U314 4130) 474-9990 rSIONSS-TEXAS 12 FOOTJFORMAT. ALLOWABLETO t4e. 00/-57.00 PSF FOR ALL DOOR MOOTS WILED ' TEXAS WAIL ANGLE" TO 'CONTINUOUS ALL ANCW. ADDED SUBSTRATE MOUNINO OCTAIL. CIANOW TO ITTEN NO ANCHORS GRT 1/1/07 CHANGOD FORMAT. ADDED MODELS 1600 D 60N WITH OVERLAY TO TRACK CUP SONEDULL CRT 6/21/07 UPDATED NOOELS 31E0 IN CHARTS. UPDAND SPUCE i CLIP oLP S. 07PD UPDATE MOUNTIN0 DETAIL DRAWINGS CRT 10/tS/07 UPOATm CHARTS TO YINATE THE USE OF THE 06 CLIP (REPLACED WITH / 9 ACROSS THE EXPANDED 1-1/2' TO 9' DOOR THICKNESS AT UP TO 14' NKK 12/ 11/OS UPDATED TIRE 01/ 2/10 UPDATED TITLE 5/ 15/17 SHEET 1 OF 2 ORAMANO PART NO. REV. 307494 P11 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 22 24' MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CLISPF (G=0.42) OR _ _ BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL! WALL ANGLE MAY BE MIN EDGE DIST TT CHED T PAA0SU PORTING STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 3/8- SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4— 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CUP N11W1E 1 KO01 I. R as7 ,,Ar Rono +Ea MOUNT HMPL am R /C rn-3 I'll IRE 117"s PRQFCOC1MAL CHM OW3 SM VROVOEO OLY raR 1CRVICATIOM OF WMXMo CWISTRIR.TM HKTNLS 1%111111111,/ OV ,• • LtCENSF •.• y; 1Vo. 77945 Q , STATE OF s/11At 11111` TRACK SUPPLEMENT CHART REVISIONS LCK-CPS-TEXAS LL ANGLE 12 FOOT ATED0/11/03 UPDATED FORMAT. REASED ALLOWABLE S m TO 1.00/- MOO PSF FOR DOOR VGOTHS kM"D •TCW WALL ar TO •CONTINUOUS LL ANGLC. ADDED ISTRATE MOUNTING WL, CHANGED TO EN No ANCHORS r 4/2/07 CHANGED FORMAT. ED MODELS 91100 11024 VETH OVERLAY TRACK CLIP EOULE. , r e/21/07- UPOATED MOOaS IEO IN CHARTS AIEO SPUCE & CUP MILES. B/OB/07 UPDATE MOUNTING All. GRAYING& r To/b5/C7 UPDATED CHARTS TO OVATE THEUSEOF Mao9EXAO ( Ri CEO 10/ 24/07 UPDATED STEEL JMING DETAIL 1 04/11/DB EXPANDED 1-1/2• TO I1W DOOR THICKNESS MESSERT UP TO 14' NICK 12/ 11/05 ADOEO MODEL 670CL IAIEO TITLE BLOCK 6/ 2/10 UPDATED TIRE CC, REMOVEO CHART. 11/ 15/13 UPOATEDD TITLE C7L IB/15/17 Wayne NAME Dalton. ORAYN B /2A1/07 CHECK 0/ 2107 1 MRB GARAGE DOORS SHEET 2 OF 2 3395 ADDISON DRIVE ORAWING PART NO, REV. aENSACOEA FLORIDA 32514 850) 474- 8100 307494 I P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON ORIVE PENSACOLA. FLORIDA 32514 850) 474-9690 AXAE J 1(O . No. 77945 S 0STATE OF • S1S . P 40RIO ONAL EN•• 1 FASTENERS PER 11"\—SCHEOVLES 1 THRU 4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOW SUBSTRATE OR MWMUY 2R6 FOR ATTACMEMONT TO CONCRETE AND GROUT FILLED CMU. TYP. SEE DETAILS 1. $ AND 3 REQUIRED FOR VERTICAL SSYSTEMS. O(tGNC GOOK MIGHT 6' MAX J DOOR V40TM WNIMUN 2.6 /3 _ 9. H% LOW L., iY SOUTHERN PWE SIR WAYN4 1 001m1. K 43N COUNTY ROM 140 MOUNT Nam am R K 7YMJ TE K 117M FRWMMAL ENONEOYf SAL pRoMM CKY FOE VOFICATION OF V"U) D CONSUMCRON CErAM LUMBER. 4' P 2- 3/4' 2) 3/8' SIMPSON TITER NO SCREW ANCHOR W M A 1 1 4• WASHER AND A MINIMUM E M'BEDMENT OEM OF 2- 3/P AND A MINIMUM EDGE DISTANCE OF 2-3/4•. GETµ 1MIE, LGItLz3110 PSI OONIXINETF MOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2063 L8S 111NWUM 2a6 /] Q HEADER IDOK SDUT . P91t lBRACOT 4• J 4) 3/6' SIMPSON ITEM NO SCREW ANCHOR WTN A 1-1/4' WASHER AND A MINIMUM EMBEDMENT OEPTN OF 2- 3/4- AND A MINIMUM EDGE DISTANCE OF 4. 9ETAR. 9 MINIMUM ' 40D OSI [ifOLrt Fl t iff (y 1 UQ] L' MAXIMUM DESIGN LOAD CAPAaTY OF 2400 LSR MINIMUM ale It HEADER LOCK SOUTHERNFIXLUMBER s• s• 1- 1/2' 1-1/2• 4) 3/6' CIA, LAO SCREWS WITH 1-1 4. OL. WASHERS. LAO SMALL HAVE A MINIMUM PERETRA710N OF 1- 9 INTO THE MAIN SUPPORT MEMBER O DVEQiAIL 3,{I T{ m. YA7i14UiE DESIGN IM CAPACITY OF 2430 L8S SHEET I OF 2 KSCEcxFG REVISIONS P17 UPDATED TIRE BLOCK ESC 0/13/17 N JAMS CONNECTION SUPPLEMENT ORAITING PART NO. 11 REV. 324620 P1a Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 B5O) 474-9890 ISO NMOE 1 Kg111P1 F 477K COUKTY KCVOOM Ft 771143 TR R 11TYE 14l(iES90KnL Dwor.Ei1's SAL PIROm m KFIY FIN YQPIGIIOM p W'1'OIWD Od15TK11CKOM KRAES MN 2500 PSI CONCRETE KT X MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE OESKN LOAD OF THE STRUCTURE OESIGi 2 P7 OF SUPPORTING STRUCTURE SMALL MIN EDCE 015BETHESOLERESPONSIBILITYOF THE PROFESSIONAL OF FOR INC STRUCTURE 4 3/9' SIMPSON ITEM NO. 2-3/4' MN EMBED. MIN B• BETWEEN JAMB BRACKET LOCATION — JAMB BRACKET 1/4-20A/IB' TRACK B0.T AMC / 1/4-20 NIX TRACK — DENS Q No T1945 cr._ lu I E OF 0 F-IOwo,". G` MN 2 K 4 SW (0.0.42) OR BETTER WALL STUD HM MAX ALLOWABLE FASTENER LOAD MAY 0 GEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE 50.E RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/IB' LAC SCREW WIN 1—B/3c2s- C M BB D N CENTER OFSTUOJAMBBMCKETLOCCATTION JAMB BRACKET 1 4-20d/15• TRACK BOLT AND 1/4-20 NIX TRACK OIRF[.? LOOM Mf11NWNf [NTAII aY 420 O! PFTT . F CRMi4 JAMB CONNECTION SUPPLEMENT UPDATED TITLE x 0/15/17 - ORAVANG PART NO. I REV, 324620 Pr i 1/2/2018 Florida Building Code Online C SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge . Stats & Facts b Product ApprovalrUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FLtt FL19715-R3 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 Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Unks I Sean 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 Sections from the Code https://floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQvADgtvA°/*2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/26/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2027 Date Revised 12/28/2017 FL it Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 11 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 11 SWD030 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWDOl1 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes 01 Nex4 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privaar Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licem under Chapter 455, F.S., please dick b2M. Product Approval Accepts, K3 ® dial O Credit Card Safe hops:llfloridabuilding.org/prlpr app_d0.aspx?param=wGEVXOwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 6THE MINIMUM NUMBER OF ANCHOR$ TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE U MO. INSTALL INOMOUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS LE. WITHOUT CONSIDERATION OF TOLFRA NCESL TOLERANCES ARE HOT CUMULATIVE FROM ONE INSTALLATION ANCHOR To THE NOR. SHIM AS REQUIREO AT EACH INSTALLATION ANCHOR WRN LOAD BEARING INIM(S)• MAXIMUM ALLOWABLE SHIM STACK TO BEUSINCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS, SHLW$l SHALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR SET•TE6 FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMNG USE RB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NNISOF3lTfWt(T LENGTHTOAC2MEVE %-In INN MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLATION SHALL MAINTAIN MIK Wr EDGE OKTANOL FIN INSTALLATIOFC FOR INSTALLATION INTO METAL STUD USE EB S[IFTAPPING SCR[\v5 Of SUFFgENT IENCiiTH TO ACHIEVE A CMMUM OF 3 N BEYOND METµWALL. INSTALLATION SNAIL MAINTAIN MIN. 3/6' EOGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.3/2INCH MINIMUM EMBEDMINT INTO WOOD SUBSTRATE THROUGH FRAME BdTALLATION: FOR INSTALLATION THROUGH lX 6UDN TO CONCRETE/ACASONAT, OR DIRECTLY INTO CONCREIC/MASONRY, USE JA6INCH DIAMETER (TIN TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I•L4 HNCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 2 3/4- COG[ DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 030 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM O DS3REAN RATION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMTIEO TO STUCCO, FOAM, BRICK VENEER. AMC SIDING. INSTALLATION ANCHONSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL ON HAVE A CORROSION RESISTANT COATING. FOR HOLLOW BLOC( AND GROUT FILLED BLOCK, 00 HOT INSTALL INSTALLATION ANCHORS INTO MORTAR POINTS. EOGE DISTANCE 0 MEASURED FROM FREE COG[ OF BLOCK OR EDGE OF MORTAR JOINT INTC FACE SHELL OF BLOOL INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTEIS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, INSTALLATION MINOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOUDWING PROPERTIES, A. WOOD• MINIMUM SPECIFIC GRAVITY' OFO.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 SL C. GROUT -FILLED CMU• UNIT STRENGTH CONFORMS TO ASTM C40 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PS AND GROUT CONFORMS TO ARM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 rSL E. STEEL• MINIMUM YIELD STRENGTH OF 33 K9. MINIMUM WALL THICKNESS OF 47.4 MR (0.0476' or 10 GAUOE). MIN. 1/r COG( DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS MINIMUMWALLTHICNES3 CO 1/ 16'. MIN. l/2' EOGE DISTANCE. SILVER LINE BUILDING PRODUCTS S` lerUnd W SERIES 2900/4900 M711 EXTRUDED VINYL SINGLE HUNG WINDOW "'u°°"`""` m TH4HAHS mm"U MA` H/ YalHnmd 6ENERM. NOTES L THE PRONCr SHOWN NEREW 5 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EOMON FLOIUOA BUILDING COOS (FBC). EXCWOING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAIWOMIVCSA 101/1-S7/A44046/11 7. ADEQUACY OF THE EXISTING STRUCTURAL CONCRITE/ MASONAY, 2X FRAMING, AND METAL NWLUNG AS A MAN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED FROOUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X SUM (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREUL REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION OETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONOMONS FOR A SPECRC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT N HONdMQ AREAS. N HVHZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIARU-CADE RER OR AKL S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE GEN EDITION FBI- WOOD COMPONENTS SHALL NAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 0. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 GLASS CHART& SEE SHEET 6 FOR GLAZING DETAILS. NON - IMPACT) TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 6ENPAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VEATICAL 6 HORWONTAL SECTIONS (NAIL FEN) 5 VERTICAL HORIZONTAL SECTIONS(THRoU6N FRAME) 6 HORIZONTAL SECTIONS. RUCK INSTALLATLON.6 G AZV46 DETAIL RALL Siff G L6' DESIGN PRESSURE IMP RAATTIN HE16HTPiz.. M' O/X 35 / •35 PSF NON IMPACT 66' O/X 50/•50PSF PION IMPACT 74' O/X 50 / •50 PSF NON IMPACT Tr o/X 35 / -35 PV NON IMPACT AV 6r O/X SO / •50 SF NON IMPACT 4V 7r O/X 35 / -35 PSF NON IMPACT 4B' SO O/X 20 / •ZOISF NON IMPACT Br 7r O/X 26 / -25 FSF NON IMPACT 36. 63.7Y CIA (ORIEL) 37 / -35 P3F NON WIPACT 46' O/X (ORIEL) 20 / -W PSF NON IMPACT 7r 6r G/XO/X 35/-35PSF NON IMPACT 7r 64- O/XO/% 35 / •35 FSF NON IMPACT 76- 6r QZ KO/X SO / -50 P5F NON IMPACT 76' 7r O/XO/X 50/-50 PSP NON IMPACT 76, 7T O/XO/X 25 / •25 PSF NON ENACT BO' 74' O/XO/X 35 / -35 PO NON IMP, 74- O/XO/X 30 / -30 rSF NON IMPACT HOB' 6r O/XO/XO/X 50/-SCPSF NONTM ACT lw 7r o/XO/XO/X So / -w PSI, NON IMPACT 106' 64' O/XO/XOA 25 / -a PSF ANON EMPACT Ciali 1'0prod17FIIImeFF.Napo.P.E naoac 1 an 4pp,aAy ILA awnnar FL#: FL19715 ONo:2017 00.15 76•l Pn6 -0NW G z V co Z a W 0 YT•— SCE., IIIIIYYYYY IOOI IV z 1'1, VI I 1Q0 OF 6 R MAX FRAM HEIGHT 9! MAX FRAME I— WIDTH 4w -- ELEVATION SINGLE HUNG WINDOW MAX FRAME WmTH 96• D E , s F 5 FRAME FT 74• x• x• A O ELEVATION TWIN SINGLE HUNG WINDOW v v 0 QUALIFIED CONFIGURATIONS ARCH TOP GONRGUSIATIONS FOR ALL ZMASM RATINGS. SINGLE UNIT CONFIGUMTHINS QUALIFIED CONFIGURATIONS ARCH TOV GOICAGUMVIOM FOR Au 2M oU IIATINGS•TWIN UHITCONIFIGURATIONS MAX M HEIGHT t MAX FRAM HEIGHT 9! MAX FRAME WIDTH 49• ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME wmTH Loe• --I TRIFLE SINGLE HUNG WINDOW Silverline wfv 4 E SYvEliO4: OI4K NO 1HYMiWYWLwaoat nctnaa s mo M M N Q 6 G w W cc40h <( W c P G W 4 upptAt G a i S z owe sr, SW0002 WEr: 2 OF 6 2' MAX —{{ -- 11' MAX FROM O.C. CORNERS 1 I L 11 OMAX - r MAX FROM CORNERS T— MOK ..•..i ,.6 i.Td>a.>f u K daKo.Nx v oc T[ne. Tnu..Hp aa ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW r MAX. FROMCORNERS 1 4 VrMAX J O. C. L r MAX FROM CORNEAS r MAx FROM J L a yMAX CORNERS O O. C. 41/2' MAX. 04 ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 6' M 0.1 L' MAx FROM CORNEAS L ULr L ANCHOR LAYOUT NAIL FIN - TRIFLE $ MGLE HUNG WINDOW 6.11" FROM w NIAX CORNERS O. C.C. 6' MAX WMAX FROM ' MA FROM 12 3/4• MAX. CORNERS I I 1 O. C. X. CORNERS O. C. F 20' MAX. O.C. L 6' MAX FROM CORNERS 1 Im ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 6' MAX 1 FROM J APNEAS 161/ r MAX O.C. L_ L 6- MAX. P/N W2995-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORNERS P/N W-2995-2 SEE 5HEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverUne Mnder" 9171 CI R MKw4 OEM HPnw w swrac w om M Pm 4r xw r Q C W aW Za wi D.C.Maz J W y F y o r g G d y o . o 31 1 8i _ TEpsz", 46 *1 SWD002 ter. 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2• MiJN EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/B' MIN WOOD EDGE GIST. INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PE / \ v4• MAX. SEALANT SESEALLANT / SHIM SPACE BY OTHERSNIT HEIGHT EXTERIOR \ / 1 INTERIOR r SEE GLAZING DETAIL SHEET g VERTICAL SECTION Q HEAD -:X WOOD BUCK L M SEE GLAZING OETAII,SHEET6 EXTERIOR INTERIOR O.A. UNIT HEIGHT / PERIMETER / \ SEALANT BY OTHERS 1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS us WOOD SCREW ...... .. . LLINSTAATION ANCHOR 3/8' MIN. I WOOD BUCK BY OTHERS '.a.•• EDGE DIST. 5EESHEET6F0 D. CONNECTION DETAILS '% a CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY 6 ZX BY OTHERS WOOD BUCK BY OTHERS I I/2• MIL EMBEDMENT q VERTICAL SECTION J SILL •2XWOOD BUCK NAIL PIN Silverl. ine L- ArdLS5CI1 easa. eeeu arc saruawl euvc abnMerrcwcawoaox eW lr+Aarrieoo 3 7 2+'^ T 1/4- MAX MIN. 3/B' ET)6E DISTANCE SHIM SPACE 5- Z 2 MZ 88rr•33P 00 K c SASH REINFORCING w a Cpv SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS m SEE 6l ZDl PENETRATION BEYOND W Lv a DETAII SHEET 6 METAL STRUCTURE NGR. 55ELF-TAPPMWSCREW lYy a m O z c e anWc dQINTERIOR 0 d a INSTALLATIONANCHORn v METALSTUDBYOTHERS. 5EE SHEET I INSTALLATION O NOTE 14 l m EXTERIOR FWI5H BY OTHERS PERIMETER l- uEXTERLoR SEALANT O BY OTHERS 22 v O.A. v o UNITWIDTH H z Lu 0 0C HORIZONTAL SECTION Q NMNB • METAL STUD NAIL RN z. J3 Y y 0vG u: SW0002 TEET: 4 OF 6 0*10 WOOD 3Q1EW—1 INSTALLATION ANCHOR CONCRETE/ MASONRY + BY OTHERS CAULK BETWEEN CONOWTE/MASONRY BY OTHERS ': EXTERIOR FINISH PERIMETER SEALANT) . BY OTHERS / O.A. EXTERIOR UNIT HEIGHT SEE GLAZING 1 DETAIL. SHEET 6 3/4• MIN EDGE DISTANCE "1 2X WOOD BUCK/STUD BY OTHERS SHEET 6 FOR U4' MAX rLNECTION DETAILS SHIM SPACE SASH RE04FORCM SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 11/2, MEN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4• MAX SHIM SPACE INTERIOR E VERTICAL SECTION 5j HEAD-2XWOODBUCK THROUGH FRAME SEE GLAZU46 DETAIL. SHEET 6 IEXTERIOR O.A. UNIT HEIGHT I PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50.2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. L i r SHIM SPA EXTERIOR FINISH _ 1 L4' MINBYOTHERS :• a EMBEDMENT PRECASTSI.L ! • e . BY OTHERS 3/16' MAI TAPCON INSTALLATION ANCHOR e f3/4' MIIN' 1 • EDGE DISTANCE p VERTICAL SECTION S SlLL-CONOWWMASONRY THROUGH FRAME EXTERIOR O.A. UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIIN. 1/2' EDGE OtSTANCE 430 Gk 5 5ELF-TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/5TU0 OR APPROVED MULLION BY OTHERS, SEE SHEET 1 D43TALLATION NOTE 14 PERIMETER SEALANT BY OTHERS F HORIZONTAL SECTION 5 1Ae48 • METAL TUBE/5T0D ON APPROVED MUUM THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO 4 0000 4 0000FRAME. HOLES PROVIDED 2.0000 2.0000TOACCOMODATE #14 DIA. 0.500 0.0620 o ) CE Az)6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONLRETFJMASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIR 1-1/4• EMBEDMENT, MINI 1-3/4' EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #30 WOOD SCREWS PER STRAP. MIN. 1-1/2• EMBEDMENT, MIN. 1' EDGE DISTANCE, SilverLine 1 14 1.1111• M OLfl.!llo00 Z on ac40V- Wl zda Zm< W < > a m F yW V a M•• < S W mW`R y a,I 1J0 F r v o .d 1912, I 1-4 1 002 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCINGSEEBELOWFORREINF. SEE BELOW FOR REINFREQUIREMENTSREQUIREMENTS. VERTICAL SECTION FI HORIZONTAL SECTION Mcm9 STRE 6 INTERMED1ATE FRAME MUU Ni I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), OE516N PRESSURE •/- 35 PSF 36 X 64, (OM. OESIGN PRESSURE •/- 35 PSF 38 X 74, (OIX). OE5I6N PRESSURE V. 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 64, (O/X-ON. DESIGN PRESSURE -/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/_ 50 PSF 108 X 62. (O/X-O/X-C/X), DES1:6N PRESSURE •/-50 PSF 108 X 72, (O/X-O/X.O/X), OESIGN PRESSURE •/-50 PSF J C - STEEL INTERMEDIATE FRAME *LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62. (O/X-O/X), DESIGN PRESSURE -/- 35 PSF L./ - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING S]ZEIRATING& 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: AuGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE, jam-- 5/8' O.A. i,6.61rt55 NEXTERIOR / INTERIOR a p MIN. GLASS BITE O Ur 1/8' SETTINGNG BLOCK GLAZING DETAIL NOTE: L LOCATION OF BUCK OR WINDOW AN64ORS MAY BE ADJUSTED TO MAINTAIN I- MIN, CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED u NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK, 1/4' 1iW TAPCON ANCHOR 4• FROM CORNERS 16' MAX O.C.THEREAFTER ZX WOOD BVCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4- MM EMBEDMENT t 1 V2' MIN. EDGE DISTANCE 2' MIN. E0A DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLind 1,, oov. cocoa 4x a6VU6Vt euc waTM owawmcwaar we frn.ui000 O, filiiva 1 is DW6 #: 5W0002 SHEET: A OF 6 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017,06.14 21:54:09 -04'00' 0%11 i t 11111,,. ES F. O rri 0 - 7 v T T = S/ONA1- Hermes'low?o, P.E. Florida No. 73778 BUILDING DROPS r bA\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\) BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date. 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates 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. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 PLOPIDC DfiPAPTMBNT OF Business & Professional Regulation ODPR 110!1E 180111 DBPP ABIR DI:161065 CO'.1.0 ODPR r Florida 10) r 1\ I/Id1:ifAProduct Approval USER: Public User fr:t"...SJ Y:•: Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13192-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingshing Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL23192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 RS Eauiv RIO-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS II CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.DdF FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.DdfImpactResistant: N/A FL13192 R5 1I ER RIO-2688-17 Plank WSP Sheathing.DdfDesignPressure: N/A FL13192 R5 II NOA 17-0406.06.DdfOther: For use in HVHZ Install in accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 RS AE NOA 17-0406.06.Ddf 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 11 ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathina.DdfImpactResistant: N/A FL13192 RS 11 HardiePlank-Installation.DdfDesignPressure: N/A Other. For use in HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Freme.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192. R5 11 Hard ieShingle- Installation, odf Design Pressure. N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame. Ddf Created by Independent Third Party: Yes 13192. 4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.odf DesignPressure: N/A Other: Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame. odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odfIICreatedbyIndependentThirdParty: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 lI ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.odfDesignPressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 lI Prevail-Lao-Siding--Installation.Ddf 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.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Oock Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AA/EEO employer. Copyright 2007-2D13 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l), 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 emalis 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. Tb determine If you are a licensee under Chapter 455, F.S., please c lck b=. Product Approval Accepts: 2 I® Credit Card Safe Florida Product Approval Prevail" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL .s°u`h ._ MULTIFAMILYSIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER' S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE. VIOLATE LOCAL BUILDING CODES. AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing sidingweiorsaturated may result in shrinkage at butt joints. Ca lanky on 1 Carryedge. P 9Protectedges and comers from breakage. The manufacturer is not responsible he man a e caused is n Po g y OUMOORS t P cutting station so tat wind will blew oast away horn user arudoNesnwarlmgarea. 2Use oneorOrefollowing indici e: a. Best I. Score and snap U. Shear; (manual, electric or pneumatk) b. Better: L Dust reducing draaar saw equipped will) a Harutebladen saw blade and H Avacuum edreclia) Good' I. °us mdu* g draaar saw%b a Huftlade saw blade only use for law to moderate cutting) INDOORS 1. CN anry using were and snap, a shears (mamral, eleddc a pneumatic). 2Pasi6onad8npslaUminweaven®atedalea NEVER use a power saw Indoors NEVER use a drwlar saw blade Oat does not cacarrrtyy the Hardbblads saw blade tradmark NEVER dry sweep-Usewet suppresskrh a HEPAVaarum improper storage and handling Of the g product. lq> bnporlantNote: For martwm protection Mwed respirable dust production), the Manufacturer recommends al ays using 'Bar-lavel cutting methods where feasible. NIOSHawaved respirator; can be used In con with r l le roNher reducedust exposures. Additional exposure inifamagon b available at www.FVvaOsid'mg corn to you determine ecuftmethodforyouirJDII, regtaremer If concern still exists abwl wpm levels or you do not comply with the above practices. you should eMsys consult a qualified krdusblal hygientsl a canlact Ub Mmufactim ler further nkrrmalbn n,os sco GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevail"' lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulagonlsheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevall"' products with a minimum 6' clearance to the finished grade on the exterior of the building or in aocordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1' - 2' clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 8r 6). Maintain a 1/4' clearance between Prevail"" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall 8 trim (fig.8). Construction Construction Install i'ckou( flashing at roof -wall Junctions (fig. 9). waier resistive barrier 104n brat Adjacent finished grade must slope away from the building In accordance with local plywood er 24• o.c max building codes - typically a minimum of 6' In the first 10. 0 sneagdna Do not install Prevail"' products, such that they may remain in contact with standing water. PrevailTm lap siding must be installed on vertical wall applications only. DO NOT use stain on PmvaiP 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 coefficlent 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. rwm. INSTALLATION: JOINTTAEATMINIT Required for FactoryBullt ColorRnlsh, Recommended for Primed PWUCQ It is not recommended to use caulk at field butt joints. Figure 2 wa barrier joint Ibshi g" plank edge oo ° wateriesisi ve bailer Install olanka in modem a contact ° o 0 o fastener Insist a 1/14' starter strip to O o o ensure a consistent plank angle Install factory finished edges together at butt joints. \ leave appropriate gap between planks and tdm, then caulk••• As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST PmvaP products contain respirable uystelline silks, which is known to the Slate of Caiifomie to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some occupational sources. Breathbg excessive amounts of respirable sits dual can also cause a disablhg and polentialy fatal Nng disuse called slGcosis, and has been Inked with other dbeases. Some studles suggest smoking may nuease these )) sibs. ring insletalbrh a handltrg: t) welt n outdoes areas with ample ventrlaton; (2) use fiber cement sheens fa cuWng or, where not feasible, use a HerdiebledeT saw blade and dusl edudrg caurler saw ehUached to a HEPAvawurrh () warn otlrera In the immediate area; (4) wear a propedyfilted, NIOSH approved dust mask or respiraba (e g. N 95) in aocadance wfUr apptcable government regulations and mamrfacbner trnsstructions b fuller Ilmll resptrable etica umgx)SUre9 During dean up, use HEPA varxrurns owet cleanup methods -never dry awaep Far further irdormalbn, refer to our Inslalleton insWctbns and Materiel Safety Dale sheet avertable al www.prevallsidngcom o by caltng 1-077-2367526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND WSTALLATION WSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL WJURY OR DEATH. mm® PR1007-P1/4 7/ 10 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 water-fesisil" _ stud bardar , Maintain a 1/4" clearance between the bottom of Prevail'"" products and horizontal flashing. Do not caulk gap. Figure 7 skiing Do not 114• gap Caulk Bashing VenteM 1- p :ND Maintain a 1" - 2" clearance between Prevail" m products and • ' paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia Maintain a 1" - 2" clearance between Prevail'"" products arid' decking material. deck Figure 5 water. ieslseveborder T At the juncture of the roof and vertical surfaces, flashing and counlerflashing 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 intersects occurswherearoofa sidewall. The roof must be flashed with step flashing. Where the roof terminates, rr4 install a kickout to deflect water away from the siding. Doelp It is best to install a self -adhering membrane on the wall before the subfascla 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 HardieTechnical Services if you are unsure of applicable compliance documentation. watt I Figure 10 Figure 11 Minimum overlapN-- for Both Face I I and Blind Nailing I 3/ V-1• min. 1 1/4" 1 _ N overlap I I 24" — O. C. max. face nail 11/ 4"min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. 2 The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. Also see General Fastening Requirements. 1 114' min. overlap water - resistive barrier P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail'" products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind bads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il 0addnail do not under oo NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"' products, complying with ASTM C920 Grade NS, Class 25 or Prevail"' 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. Bads -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 Prevail"' lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"'' SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oillalkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ p so = too s4.ti.) 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 719 7IN 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 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 100 Be 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 15D 144 133 129 113 113 B4 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 136 138 102 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 18e 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 1T7 20 500 400 333 320 296 266 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building 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 71110 South 02010 JHTL. Ad rlghta reserved. TM, SM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING FRODL1CTS P414 7110 1 /2r2018 Florida Building Code Online Business fessional Regulation 44 BOS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 9 Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear Product Approvalb'pr USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail DCr"': KzC G=C FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits fnal.nd 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:ltwww.floddabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4092sYQvu%2bwerWmooed2jQ%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # I Model, Number or Name I Description Back j Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. 7o determine If you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: M® Credit Card Safe https:ltwww.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES ER& 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. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels 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 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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. W11R,,P'i No 74021 Wit• STATE OF- ONA% %% CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12° T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location if — Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved S stems for 12-inch Overhang with F-Channel 12J4 A roved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 1 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. Max. One (1) 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0. 072-inch dia. x min. 1/4-inch 48 12F-3 16- inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001. 3 FL12194-116 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 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.312-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- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 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 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.316-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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood stales inlegp 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. ailsannilshankax 0.072-inch diameter 12-inch o.c. n 24-i3/16-inch finishing nail with min. 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 801 24F-2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofingWaitspaced1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-312-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 psfl 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 inx 7d ring inincho.c. and securing 3/16-inch head spaced spaced 16- inch o.c. shank nail One (1) min. 1.754nch each panel lap 16-inch o.c. 24-inch o.c. x 0. 072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 psf) Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. Y, One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t6012-inch min. 2.25- ninch x 7d ring staples in diamond pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- staple spacedleg 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 24J-2 Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. t53.3 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoven SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. IY," 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 & 12F-3 r' CHANNEL Wood. Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 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„ `t SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a• i i DIAMOND PATTERN I DETAILCROWNSTAPLES1 USING A DIAMOND % rr I PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAILa' r-Fr STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48' FASCIA CAP NAILING FLANGE UP OR D.C. 3/4' X 1/4- DOWN CROWN STAPLE SOS_ max. 12-inch span WOOD SOFFIT 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN I—CHIWNEL 1-3/4- TRIM NAZI screwed to soffit with onePAINTED S.S. 48- ll) A8 x 1/ 21 x 3/6- head O.C. diameter screw, 16- O.C. WOOD OR BLOCK SUBSTRATE SOFFIT — max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN I I ' pETAL FACIA BOARD L>v i ASCIA CAP 3/ 4- X 1 /4- CROWN 1- 3/4- TRIM NAIL STAPLE -B- ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA AI ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARO PAOITEO S.S. CAP SOFFIT-1FASCIASOFFIT 1'rj' CROWN STAPLE OPEN RAFTER FASCIA BOARO M 66 S/B' NU1 16F-1 SOFFIT & FASCIA 16F-5 DETAIL fASCIA CAP; REFER TO SOFFIT & FASCIA OETA4 F' CNANNEI SOFFIT: MAX 16' SPAN MASONRY SUBSTRATE ALC15OO1.3 FL12194-116 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61132O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 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. 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) 16F-3 F" CHANNEL wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 SOFFIT STAPLEOPENRAFTER 3/4' X 1/4' DIAMOND PATTERN DETAILLCROWNSTAPLES USING A DIAMOND PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWNJTRIMNMAILFACIA BOARD 8' 1' F' STAPLE ON CENTER 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- DOWNCROWN STAPLE SOS_ max. 16-inch span S SUBSTRATE SOFFIT & FASCIA QUAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED 5.5. 10 FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN OETAR, FASCIA CAP; REFER/ TO SOFFIT i FASCIA F' CHANNEL DETAIL SOFFIT; MAX. it SPAN w SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n ; SOFFIT STAPLE 015T DIAMOND I 1 DETAIL PATTERN FACIA BOARD a/w w:Tvm i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA GIP 16J-13/4' X 1/4' CROWN 1FACIASTAPLE 't1' ON CENTER BOARD CHlWNEL TRIM NAILPAINTEDjTRIMMLP1-3/4' S.S. 4a* FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAI ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRW NAIL FASCIA BOARD FAINTED S.S. 1'at' CROWN FASCIA CAP STAPLES SOFFITUSINGAOIAMORD PATTERN: REFER TO 1'e!- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 !' TRW NAIL FASCIA WARD PAINTEO S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I'aj' CROWN STAPLE -- FASCIA CAP. REFER TO SOFFIT i FASCIA \ OETA0. / Waters 1'at- SYP L L• Batten Muhored to SOFFIT: MAX. 24' I L 3/8 F-CHANNEL Rafters with ane Td Ring Shank Nail at M000 SUBSTRATE every Rafter / SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM MAR FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFR 1'.J' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'rj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1'a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Id Ring Shank Nag at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 P TRIM NAIL FASCIA BOARD PANTED S.S. lo 146A i' T.NA45 FASOA CAP SOFFIT CROWN STAPLE 1 !- TRIM NAIL FASCIA BOARDPANTEDS.S. SOFFIT & FASCIA 24F-3 & OETAIL 24F-6 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA OJT AIL Nominat 1it SYP F-CHANNEL Batten Anchored to SOFFIT, MAX. 24' Rafters vith one 7d Ring Shank Nad at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. rrr!• CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED rrr2- CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD FASCIA I TRIM MAILSOFFIT vAut s.s. DETAIL 24J-1 8 CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT 1 FASCIA oo Nornlnal r s r sVP batters DETAIL 8• scabbed n Tartars and SOFFIT: MAX N• 3/8 1-CHANNEL withsecurcuredMAIN one (1) 7d rtrpa stank nall stralptrt+oWd through the rafter into the and WOOD SUBSTRATE of the ban" or two (2) 7d Mg shank naps banalled on side of the banem at the batlervraflar Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR ofghtft 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 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 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 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 FL12194-116 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 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 1 -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 1 23.0 1 26.7 1 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 1 23.7 1 27.5 1 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM 1 5/8" 1 3/8' ISOMETRIC VIEW 3/6' PROFILE ISOMETRIC VIEW 3/6' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM E 1/4" T 6"FASCIA i" 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0 2s rw 012V T" 18- BLANK 3 / 8 PROFILE 2.175IV o 0000 oaa 00000 0000 00000 ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" i/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2- 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" !3/r 0 2V rrP o 1n TYP 13.75" BLANK 3/8" PROFILE z17SREF ooa 000ao ooao 000ao 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Duality Assurance: PRI Construction Materials Technologies (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Eniily 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 This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 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. 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 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent' configuration and 11.1 inZ/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 Ain.ft for the 'full vent' configuration and 4.2 W/Iin.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, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G:P: R7 e No 74021 cc STATE OF OR t O, GN 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (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 i 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 111,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 4812F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 f48 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 Jchannel 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- 353.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-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-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 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. 16F- 4 Max. Wood Three ( 3) min. 3/4-inch x 1/4-inch crown staples in diamond pattern Wood 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- t27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.316-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 164nch 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 f23.516J-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 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. sank nilchinchailha 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 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 80124F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8-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 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F4 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 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-5 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t801-60 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 Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. /.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-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. t53.3 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 Symms 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. lW" 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 & 12F-3 F" CHANNEL Wood. concrete or Block w; YP 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 3M SOFFIT STAPLERAFT„ OPEN ER 3/4• x 1/4• DIAMOND PATTERN DETAILCROWNSTAPLES1 USING A DIAMOND n*PJs PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 0' 1-3/4' TRIM NAILSTAPLEONCENTER TRIM NAIL PAINTED S.S. r CHANNEL CAN BE PAIN1-3/4• WITH THE . S. 48• FASCIA CAP D.C.INSTALLED O.C. NAILING FLANGE UP OR 3/a' X 1 /4' CROWN STAPLE SOFFT— max. 12-inch span WOOD SOS suesTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER am, ` SOFFIT STAPLE OIST NO DETAILTAIL PATTERN FACA BOAR Di 14 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA GIP 12J-13/4- X 1/4- CROWNFACIA 8. 1— CHANNEL BOARD 1-3/4- TRIM NAIL STAPLE ON CENTER JTRIMNMNLPscrewedtosoffitPAINTEDwithone(11 A8 x1/2" S.S. 48- FASCIA CAP x 3/0" head O.C. diameter screw, 3/4" X 1/4- 16" o.c. CROWN STAPLE SOFTTT—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 t- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD N W S/B' 14Ud 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA OETA& F' CNANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 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) 16F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 ur BM ` SOFFIT STAPLEOPENRAFTER 3/4• x 1/4• DIAMOND PATTERN L i D ETAI LCROWNSTAPLESr USING A DIAMOND J ST PATTERN FACIA BOARD / il FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL7-r STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN 8E PAINTED S.S. 48' INSTALLED WITH THE FASCIA CAP NAILING FLANGE UP OR O.C. 3/4' X 1 /4' GOWN CROWN STAPLE SOFFIT— max. 16-inch span WO00 SOS SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND PATTERN; REFER TO DETAIL 1617-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN OUAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL OETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE GIST I DIAMOND ILDETAIL PATTERN FACIA BOARD aiY va i sr r cs i 3/4- X 1/4- CROWN STAPLE -24' jTRIMNAJL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4- X 1/4- CROWN 6' 1FACIA BOARD NEL TRIM NAILPAINTED STAPLE ON CENTER P1-3/4- S.S. 48- FASCIA CAP O.C. 3/4- X 1/4- cROWN STAPLE SOFFIT —max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. 1-4, CROWN FASCIA CAP STAPLES SOFFnUSINGADIAMOND PATTERN: REFER TO 114' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 ' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 I'e'- CROWN STAPLE FASCIA CAP. REFER TO SOFFIT !< FASCIA / \ DETAIL _ Nominal SYP I 3/tl Batten Anchored to SOFFIT; MAX. 24' F-CNANNQ Rafters with one 7d Ring Shank Nail at W000 SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRW NAIL FASCIA BOARD PAINTED S.S. ov- 1-i' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFITI 1'rj- CROWN STAPLE 1 t- TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'a2' STP Batten Anchored to SOFFIT; MAX. K' F-CHANNEL Rafters with one Id Ring Shank Rai at every Rafter WOOO SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NAIL FASCIA BOARD PANTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT 1's!' CROWN STAPLE 11, TRW NAIL FASCIA BOARDPANTEDS.S. SOFFIT & FASCIA 24F-3 & OETAIL 24F-6 1'et' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'ar SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Riiq Shank Nad at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t• TRIM NA0. FASCIA BOARD PAINTED S.S. r4' CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFfli PATTERN; REFER TO CANTILEVERED 1-4" CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 f• TRIM NAIL PAINTED S.S. DETAIL 24J-'I & r4• CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT Z FASCIA oo DETAIL 6• Nonunal 1• a r SVP battens ewboea between rafters and SOFFIT: MAX tl' 3/8 1-CHANNEL secured vnth one (t) 70 Mg shank nail straight- celled through the rafter into the end WOOD SUBSTRATE of ON batten at two (2) 7d ring spank nags aenaRed on etther sloe of the bottom at the battentrsfter Intersection SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 1 M2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„u is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 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 50.2 56.3 62.7 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 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 IE 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure 0 Building Type Zone Mean HeR hotfft 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 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 3/8" F-Channel 3/6" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/0" 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 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 5 3/4" 7/81, 1 1/8" HEM T 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit QZFTW o.1n• TW 18" BLANK 3 / 8 PROFILE 2.1 olooao 0000 00000 0000 . 000ao ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" a,2sTro 13.75" BLANK 3/8" PROFILE 2AMIEF ooao 000a ooao 00000 ooao END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A 4 1 /2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff d r '! Product Approval USER: Public User Product Approval Menu > Product or Application Search > Applicajion List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harper Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D. Ha mer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles links I Sear. Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE u 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 file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%2OBuilding%2OCode%200nline.htmi 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FSC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 bare . Product Approval Accepts: E file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)652-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ojAuthorization A9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6ttt 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 / 11905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorised by Rotten Nleminen, P.E. on 09/05/201 7. 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 TrinitylERD 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 61h Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 OS/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 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/22/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 2740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I. C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6r" EDITION ( 2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3- 5847 Revision 13. 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20TM, XT" 25, XTTM 30 and XTTM 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont* IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark' Pro, Landmark'" Premium, LandmarkTM TL, Landmark" Solaris and LandmarkTM 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 Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,,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 D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd =150 mph (V„ h =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V,n = 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 61GZ0- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certglcote o/Authorkatlon 99S03 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/Z017 Page 3 of 2Z 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 I TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 12" j —(305 nm)(305 mn) —(305 mm)--{ t125mm) Sealant "(25 mm)- 5 5/6" (145 mm S r PMrrd r T METRIC 13rle" 13th" — 13t/e" 25mm) Sealant 1"(25narL Figum II.3: Usojownadlsjorraeryfrdlsbingfa STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figuro 11-4). Asphalt roofing cement meeting AM D4536 Type II Is suggested. I Roofing Cement Apply t"(25 mm) spots of asphalt roofing cement under each bib corner. FVm 11-4.• Usajournails andstr spots gfaspW cement on slap sbpes CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CTZO1. XTI 25, XTI 30, XT' 30 IR: Cut Shingles 1' « 2" (50 mm) Remove 25mm)rmfS 11 f-— Capr3 mm) Shingle l Figura 11-24. filet labs, then trim back to made rap sbinffias b' ngltsb dirnensions sbomn). 51, 2"(305mm)__'O Fast` t25 iron) 518 show l l2 ov No CpOdv l Figam 11.25. Installation q/caps along the bips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1 "' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R73 Certificate of Authorization 99503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5347 Revision 13: 09/05/2017 Page 4 of 2Z 6.5 LOW AND STANDARD SLOPE Use SIX nails for every fill shingle located a: shown heloa: 1'(2591171) 1'125mm1 - thdlre NrJ N II lIR Figure 2: U.se six nails for even• flip sbingle. VTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of aspllah rimftng cement for every full Aingle as shown below. Apply a phah roaring cement I'(25 mm) from edge of shingle. Asph:th ruofing cement oxwGng ASTAI 1) 4586 11jx. II 6 suggtatetl. 6.5.1 Hip & Ridge for Arcadia^': Cedar Crest^', Cedar Crest^' IR 1125m) 11250w Fignro j: Use six !arils and filar sIms rosplxdl rw fng vented on sleep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° 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, I.I.C. Evaluation Report 3532.09.05-R13 Certificate OlAuthorizotion N9S03 6" EDITION 12017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/O5/2017 Page 5 of 22 14 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. P01.5 IN I'll 101010111004.001 o AdditiaW =13 if mquimil. TRINITYJERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. IWMI 1' (zs ran! flodmp Cmiad 6.6.1 Hip & Ridee for Belmont® or Belmont' IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest"' or Cedar Crest"' IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest"' IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont°: Shangle• Ridge Figure 17-18, Sbangle• Ridge. 18' Exposure Remove tape from the righl side g•,j and fasten r " SECOND emeFastenth' left side 85/8. RIGHT FIRST LEFT Figure 17-19: Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NPl"'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R13 CerrIlicote olauthorlrotlon 99503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-RIZ CertainTeed Asphalt Roof Shingles; (630) 651-5847 Revision 13: 09/0S/Z017 Page 6 of 12 QOTRINITYIERD 6.7 IKARR AG11HOUSE SHAM L ® AND GRAND MANOR SHAM L ®: LOW AND STEEP SLOPE STANDARD SLOPE Ilse seven nails and 1hrue spots of asphalt roofing cenwni for every Use rive nails for teen' full Shingle. full Grand Manor Shanoe. Ilse five nails and three spots of asphalt roofing cement fur every full Carriage house Shanglc and Q:ntennial 51ate• Apph• asphalt roofing cement 1' (25 nim) from edge of shingle Flguro l7-3). Asphalt roofing cement meeting ASTM D4586 11pe II t•' -y •• is slrgge's0.'d. F--(i5 mm) I (25 am) TF- ' tN.. 5/8 8 SN' 83mm) 18mm) ( 220mm) 0. 1.( 25 1 e Figurell-4.•UsefenalsforeirryfftGrand.11anorSbonge, Gwrlga Nose Sbanglw. or Centennial Yale. 23g mm. ) 25mm Rooting Cement Figure 17.3. Wbeo instaAing Grand Alanor Sbanglea on steep slopes, use seven air* and ibrre spou of aspbaU ruaf erg crowns 6. 7.1 Hip & Ridge for Carriaf a House Shanale• and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 12" 1--( 305 mm)-- -(375 mm)- —(305 mm)-j I-- 1" (25 mm) Rele a Tape 1'. (25 mm)- l, n, i Nailabler Area LANDMARK TL NorthGate: 131/ 7' 13" 13t4" 343 mm -(330 mm)—--(343 mm)-H 1" ( 25 mm)— Figure 13.4. Usefour nailsforrrrp• fddll sbingle WIDE HAM lr 143t4 lr AREA I (305 mm) - r (375 mm) + (305 mm) - Aadnp llI r (25 mm}-r r— tow nod Ire n -- -- ) r1l HsOV arms for low and standard dopes (Imm Y.12 w 21:12) Net between upper 8 bdwr Imo as showii above. Exterior Research and Design, I.I.C. Certificate of Authorization N9503 6' EDITION (Z017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (620) 651-SB47 Evaluation Report 353Z.09.05-R33 FL5444- RIZ Revision 13: 09/05/2017 Page 7 of 12 N STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. Stye below. %sphih roofing cement should meel ASMI D4586 lype If. Apply 1' spots of asphalt roofing cement uncle each corner and al aboul 12" to 13" in from each edge. METRIC DIMENSIONS 12'—-141/4" 305 mm) 375 mm) Nail Area i Release lape For St7T I -I 1+ 25 mm) I---- Roolina Cemenl 305 mm) R5 mm)- l 25 and TRINITYJERD LANDMARK TL 131/2" 13' 131/2' 343 mm) (330 mm) (343 mm) 1 -1"(25 mm) 1 "(25 mm)--1 25 mm) — — — aMOO.=%=id ftgwe 13d: Use six nails mid four spots of aspbalf roofing cement on stoop slopes NorthGate: STEEP 12' 14-3/4' 12' SLOPE 1+{305 mm)-- (375 mm)— - —(305 IT NAILING AREA I be ilineg ! Mie1'(25 mm) n 1'(25 mm) nai Ines. r Nailing areas for steep slopes (greater than 21:12) and "StornW4alling" Nail between lower 2 nag tines as shown above. 6.8.1 Hip & Ridge for Landmark"', Landmark'" IR, Landmark'" Pro, Landmarky" Premium, Landmark"' TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12, I 97/F 305mm) I (250mm) G 415/16' 415/16'( 150mm}rmolm—m) I (125mm) (125mm) Centering s .\ % Sin Notches for Alignment to the Top Edge of the Prevbus 7' Cap for 5' (125mm) Exposure j18on L English Dimension Shadow Ridge'" Notch for Centering 131/4' •\ 337mm) Notches forAlignmerd to 5 the Top Edged the Previous 7 Mr Cap for55/6'(141min)Bcposure ( r Metric Dimension Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certllreote ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 22 i 9 27417 I(26. mm 125 mm) CeR'eri p tloteh 13 114' 337 mm) ` aipn then: notches to top edge of previous cot:rse NorthGate Ridge QOTRINITYIERD 13 1/8" mm)— I—( 333 6 5/8' 4-6 5181-I168mm)11 168 mm T r Centering 4' NOS 194 mm) 337 m) Align ihese I 1 notches to topiedgeof 7 194 mm) i previous course. 1 NorthGate Accessory I.. 01nm) - I Laying Notch I 5' 025mr) i Figure 13.2& Use bry/ng noicbm to cenler sb/ngles on b/ps and iQBM and 10 hca/a tie Correct erp0sara 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NPi"*" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest"*, Cedar Crest— IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R73 Certiftate OlAuthorfrotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13: 09/OS/ZO17 Page 9 of 22 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40' Gitlin Lines (1016 tam) 5 114' _ r 133 nun) 14II1/4' 1 112' L8 tam) (362 tam) NOTE: Apply nails on painted guideline. Figum 16.6.• Fasknfng tsrrzNdm4W and prlsukntkd ri; sbaka sbing4m on but and stamhrd slopes QOTRINITYIERD STEEP SLOPE: For sleep slopes, use nine nails for each full Presidential shingle and apply I' dianteler spots of asphalt roo(Ing cement under each shingle lab. After applying 5 nails in between the nalllng guide lines, apply 4 nails I' above bh cutouts malting certain labs of oterl)ing shingle corer nalLc 1 V diameter asphalt tooling cement figure 16.7. Fastening Frm*nlial and pstsAksitfal M Sbako sbingks on sw dopes. 6.9.1 Hip & Ridge for Presidential Shake'. Presidential Shake" IR, Presidential Shake TM Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP110" 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 CrestTM, Cedar Crest' IR hip and ridge shingles. 6.10 LOVIt STANDARD AND STEEP SLOPE: rigum 134rasmairg llaaferas SblrrRfes oar lutrandMandard Vopm For low mud wrid.inl slopes, use rre nails for each rull Ilancros shingle as bkm o abow. F4um 13.1. raslwiq rla—SNrt k w ddrpAope For sleep slopm use gte nails and eight span of asphalt roofing muent for each fog n.mrrns shtngk as shown abode. Apply I- lStara) dIatomr spots of roolrg reatt (NTM 0 4i86 tlpe II sugpsle) under Barb tab earner. Press sbM& Into placr, do not expose cement. CAIMON: Too mucb moling cement can cause shingles to bguer. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthorlioNon a9S03 6EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for HatterasTM: 6.10.1.1 Option 1: Accessory for Hatteras I 2 Figure 15-14: 18 tbreie piece units separale to make 54 Hallam Accawry sbingfes 6.10.1.2 Option 2: Cut Hatteras Shingles r 9" 230 min) I I I 8'18" {460 mini 461 mini ( 203 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20: Cut Halleras sbingles to ntake cover cap. FlRure 15-21. Installation of caps akwR bips and ridRm 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Flgum II•$ use FIVE. naresfor mwy NigNmut Cato sbingla STEEP SLOPE: Use FIVE nails and eIG IT spots of asphalt rooing cemenr for each full Highland Slate shingle. For Maml-Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab comer. Asphalt roaMgcement meeting ASIWI D45861 1)e Il Is suggested. MWm Dtl.,,ova so(muitmMb WdWW o.0 ora,, WD a oo-) Figrae II J4. Use inW ra0s and eigbr spar., ofaspbalr roofing warm under eacb tab cwmr CAUTION: Excessive use. of roofing cement can caace shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'. Highland Slate' IR: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-R33 Certificate of Authoritarian e9503 6EDITION (ZO17) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 652-SB47 Revision 13: 09/OS/Z017 Page 21 of 1Z 6.12 LOW AND STANDARD SLOPE Use FOUR n;d6 for every full shingle lomied :L• shown heloty. Sealant 156 mr) 0-1 (M-11 1343-) l TRINIT(I ERD STEEP SLOPE I :se FOIT nail. and four siwllc of asphalt rmfing cement for teen' full shingle as shown Ix -loll: Asph:di nwding cement nwVIing d1;l'AI IA586 fjIx;11 is sugixNlcd.:pph- 1125 mnl) spoL. of a..ph:dl rmfing cent ml :Is shown. C,IUITUN: f•_\cessivc use of roofing cLinvul can aluse shingles to blister. IN TT Roollny Comas MR4 + (Tnma + (mil 6.12.1 Hip & Ridge for Patriot"*: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge"* hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certillcote o/AuthoArotion 99503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-SB47 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online fpr SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Links I Sear. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2029 Validated By Locke Bowden 46 Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.nd Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_011.aspx?param=wGEVXOwMDgIF2AezuarjgOlAramDGmSebt5wRW28J8dMICFKFGNQ%3d%3d 113 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2027 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products 1 FL 9 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 FLIZ328 R8 11 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.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Undedayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.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 RB 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdr Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.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.ndf 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 Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 RB AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 22328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes https:ltwww.floridabuilding.org/pr/pr app_dtl.aspx4param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 htti)://www.tamko.com Quality Assurance: UL LLC (OUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOV ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKO® No. IS ASTM Asphalt Saturated Organic Felt TAMKO® No. IS 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 underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOV 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 TAMKOV 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: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days Self -adhering undertayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Asphalt Metal Roof Panels and Mineral. Surf caedRollWood1, Shingles and Slate Clay ands' Underlayment Shin les Shingles Roofing Shakes Shln les Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKOV Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOV No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® 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 TBP14001A 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 Eam Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS. INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. J11 1lrriii iRYR. A ''• G:P• • ' N 9 F''• tiP •. • ' G E.SF •..tS,'. No 74021 cr_ 00:• STATE OF :Z P . iC'•C0R1O Nam% tIflls 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product altnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. IS ASTM Asphalt Saturated Organic Felt TAMKO® No.15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOV TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOV TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 407. 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 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: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N votes: 1) Upen 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 Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Ittl iltitrill", p G•PaYR. G E•N• No 74021 7-13 STATE OF : 44 t.; O R 10 P' N CERTIFICATION OF INDEPENDENCE 2017.10.19 h- 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, RE does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, RE does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 4 1/2/2018 Florida Building Code Online It QQ BCIS Home ! Log In I User Registration Hot Topics Submit Surcharge Slats a Facts Publications ' FBC Staff BCIS Site Map I Links Sear. dbht A r CT,,): -- Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer 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 O. I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity .;Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL !l 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 3792.2 1730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.Ddf Quality Assurance Contract Expiration Date 08/ 17/2021 Installation Instructions FL3792 R10 Il Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports ea d bWin Men P : es Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 Il Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes 13792.4 1770 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 buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC NOA 15-0709.09.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R10 11 NOA 15-0709.09.2df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by Independent Third Party: Yes BTk Nam'[ The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgsFgPhXouu9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 M MIAaMI-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.tov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28AYMA- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 e ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/ aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.. 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A Mam m Mm 0 MMMM M 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28WMIAMDADECOWmExpirationDate: 08/16/21 M40JMlllllllllllllllFjJJ!1@ Approval Date: 06/30/16 Page 5 of 9 700 SERIES DETAIL B t 20.3-11 15.33 1 1 11,00 16.00 I 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER In NOA No.: 16-0510.28 MIAMFDr4DECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 G.3 3 a DETAIL C 11.00 --- --I 1 b.00 750-S SERIES LOUVERED ROOF VENT 91 of NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D I - 11.00 - 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMb01ADE 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/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embosscd aluminum static louvcrcd 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" diametcr opcning. 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 730,750,750-5, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/" aluminum annular ring shank nails. With the first nail 1'/" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/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 louvcr roof vent profilc drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Modcl 730,750,750-S, 750-E, 770 Roof Louvcrs shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A eeel" NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 ME M M M M 700 SERIES LOUVERED ROOF VENT ME M M M M 700 SERIES LOUVERED ROOF VENT I DETAIL B 11.00-- - _j 16.00 I 750 SERIES LOUVERED ROOF VENT A.91 NOA No.: 16-0510.28 MIAMFDADECOUNTY Expiration Date: 08/16/21 NIIIIIIIIIIgnaztenqu Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C i i.00 --+ --i 16.00 750-S SERIES LOUVERED ROOF VENT 9 1 4.91 ! NOA No.: 16-0510.28 Expiration Date: 08/16/2) Approval Date: 06/30/16 Page 8 of 9 DETAIL D i I s7.2511 1 15.33 I , 23.©0 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMMADE COUNTY J" 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-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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'h" 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 (sec 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: I. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 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 NOR M M M 0 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 WMIAMMADE C=OUPNMTY Expiration Date: 08/16/2 1 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF 1 DETAIL B 750 SERIES LOUVERED ROOF VENT 4.91 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 91 11.!KJ --I --j 16.fl 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 VOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 l li - SCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats r! Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Fbrida AN Product ApprovalrUSER: Public Userdl.CI•.:. Product Approval Menu > Product or Application Search > Application Us t > Application Detoll FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST:CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cpanino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 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 ACI 318 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 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other, Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 11 NOA 17-0821.18.odf FL158 RIO II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: CacR Rio:t Contact Us :: 2601 Blalr Stone Road, Tallahassee FL 32399 Ebme: 85D-487-1424 The State or Rudda Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request,, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.497.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It tbay have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts:. Credit Card Safe M IAM I -DARE I MIAMI-DADS COUNTY o 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) invw.mlamidnde.zov/economv 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 AM (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 Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete, 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIA ADE CQ NOA No. 7-0821.18 OUNTY 0 ExpirationDate: 9l11/ZOI8 Approval Date: 09/28/2017 09 / Z 8/7-o17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, 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 specnnens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stem'Manuol for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Systenz Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Ma-ch 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, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ") 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory dfairs. 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 (REP). E. MATERIAL CERTIFICATIONS 1. None. A,4 1 9,-2/4 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 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 I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By 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., Bert Eying 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 Florda Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C--' 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 tt HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE . TYPE 'A' AN1110, TOP I 1 I I I- I I i SILSl11L Sr4 II AL F.11flJU gill 4"' SOLID LINTEL nATA TANIF F 4 1 4r i LfCy C C]i[ittL::l S ltr l:R`:.!lflLYi. arat i.tt ate c+ iS ilf ii FiC TiT,7(G Lt! I:1.L':.1 ttld IO aI It'12L" :LI tiCl mCill lr rI ., a(rd j jrrr,f .t lh.i '1't•,i:r!':!]I:I I,il al'.l•llir r4'' emu: arrn vcr ae no ryr e cs+c .r aurt.tenuavenr e vvt o fucrfuarlcrera:w:aeuaru IlAaAravcr',::e uriaaea c.Ia rt ae; oe51 u esa [13L'S:..I C]zl/ vtt... ,cr c7Ll Qa sa r a rarrrr;raw rr>.ale, u.=>i/re' mr a arnt,aee. rv-.•a 2sa rsa rrn a c,-wr. '. .n rz'rra cr. a-,rna;rraCJ.SIf C C CGSiC SiC I!_iI r Q i[7.:LCCS CtYO Ilt! poop Ad rm=gW a rfoN%a M rfomm AFFWAL IT 6 Ff h CarlWW 4h AM OAMIM ar flr UUM m KfIfWIO ena n Imc Fm vmrt°I ago= car-cwc UK ms. L KWGWAW fIC6r T/Al oAa AM 111 P. 14 AN P MIA( L smm sfaval, . AY If o10 IdIN . "M to OW M AM Af1f L aM0 VR ro°L 90M or 19f4rf ccl°KI AK CM M $141 O L oplam RK"m fr • MM C41 RI All r AN AIm u Wel r m WI m° or rcc anoum GAO rW amm - Im. of III III f.. Mlo A roll K7 EMU SAUM . A. Me I6 f WIWW "I /NAfAitla NOM WO L .ImoY Rr6 YIUL rc art "a arc m ro M PAU YI am f $11I FM II WL i r Me If KM IWmf M70 KtlMm M" M°L 13 FA PRODUc r RG7r m ascom,oftvliblim Flwi G,• CEN ' •0 ': AeoollaftcQ& -0 2 .Jg PwucTRCvutto Fib' Uwe m°omplYlmC`^IIIb°plorldl 0.4 " /8 0041rarawol or1 Aceir cyKloa ul10 18 0- 0 R1'D t: 8324cm SEFFNEFIFL 33N4 or PRECAST AND PRESTRESSED LINTEL DETAILS ML /' ' ru aarr, a>M Ic am m imao wlw sum As annl m sh I em[a ae uA° rlflR rl. 111JIU Q (Moll sun 1 of 1 G LK No] Q Lelalab: 04- Wdd.I id 1'c fri•rt a ]000 pd N ab lam! IN" bat q_i w" 4 WA m6d balm. EacffiIhs bbab maitl Ma bfaLim Wimown41/3 rdae N% 3) party• •• mats bd ad Mod I*h 4) aao- In kw3Am W rdinpeftedrot(Of B—de :%ix m fa m a lua d pm 142804 S) N W* aua m mard 390 41114 Uss d to cwAvis cob I440"1 ii. L Florida•O+a 4) ibm aid 4Wb a raps I 7) 4• rd1 bub M be Wd•ed •/ I' dima•da 6a4aoW nd a• imrtlm vrlhd a) 2b0an/aWdmd d tald am! am* go W •damloM a)wo" dhe• dedulpw01lIru owed am st4-4m rmmm w 10)RA.Rd Wd 11) aarm r.V odW mbr 10 be Cooled at Ue M m of W 4W anla. IV IrrRo: I a raaerla r er" 0„a,a`° a-1 a! I» 1 a •etuts madam d iAda ildetd 6 •d•Rar eenae!• saga dal bnaadfiqdmmaapdtdaoaadae• •th A1N o-orer" :der ar„d r s 14) rodd atb ua&d r ad kAs 1 Qa•Q rtlr.1 b derbl Ter Ib = fa g -W 1.1 Aodtd r.oml W4 + A•ad U.Ar.n1d dead S IASaMaraodloadSaGtarborslfaad 13) fs o• *Wb Wd h*kb (A •lam m• ad• load Imm mat rsr b X ON& le) Pot Wd Impl4 rat •b m L Mo load dram and kmW WO elan 17) 3d• loos am ap•lapnd •tent bade 16) $do Cos bad aA mWd 4aba b0'b psl 10pnQ7d0a aenlsAll 31L 10) A I, Mea nenr aamv IAWaOaa Ur dbld Sn d rideW(Mo I/2' CLR PRODUCT R13VIS6D Y c..pl7Wap1d1 the Mo-'A Acv1617owio r, 8 " Aa/8TYPE DESIGNATION Brw ' nDdo •/ B mamma/a. uaum 6r I WAM 12 16- 2B/2T umm a•%=: LamJLW1 =mr om31a ce mm mwratrmw CAN Waa' ION11'{ CN Wiawmr1al01 I Sir SAFE LOADS FOR 4" SOLID LINTELS W-414M GRAVITY TYPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'-Q' ( 481 PRECAST 959 4'-e ( 541 PRECAST 769 V-10'( 701 PRECAST 460 6'-6' ( 781 PRECAST 360 7'-8' ( 90) PRECAST 260 V-4' ( IIZ) PRECAST 156 10'-6'( 12n PRECAST 116 44ss+_ UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' ( 421 PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 V-8' ( 541 PRECAST 529 256 5'-10'( 701 PRECAST 407 148 6'-6' ( 78') PRECAST 366 118 7'-e ( 901 PRECAST 280 87 9'-4' ( 1121 PRECAST FE111 10'-6'(1267 PRECAST FOR !r LKW FOR lY UNW 12U8 12F8 12F12 121"16 R40 or Qt50 M Y BU8 6FB 8F12 6F16 P•,, %L;' i/ •'L • f,•I .1/ y:. . ` sF 4 A 1. •.. .. Il. Jry a .•,•,•atl J ! T 11• tI, r Y ' y `t^ S:I TT M h'. Yy?} / ir':: r.rya(tj :r"• 't'• iy''• •n r. 0f 121` 28 121`24 121`20 rRobucrAmsein n : CRAIGPAM140 Aae umaNu -0 0 . of 832d Pam4alla• We a 18 t R 1 V , CR 578 fi^ 8F32 6F286F246F20 '.,,sS,ON 'C9s,` SSW1 a D ror — CAST—CRETE 4a, 6m & 12" LINTEL SAFE LOAD TABL m Rum owots li ammo an Small umwo seuu ors ov`tD31ST8 W14 amo or am PwK P.L - ua ot, 44M OIA10Wot Will mu 1 a 4S8 c—. SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS Cwatr wers SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH 6110 US-10 912-10 V16-16 6F20-18 6F21-18 R28-1 6F12-IB J'-6' (421 PRECAST 2332 26M 3692 5050 6148 7227 8297 9J57 4'-0' (481 PRECAST 2025 2313 J892 W50 6146 7227 0297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 7 5'-111'(7n PRECAST 100 1260 2198 3557 5734 7227 6297 6225 6'-8' (78l PRECAST 949 1078 1831 2850 MS 6737 MM? 9357 7'-8' (901 PRECAST 779 883 1459 2188 3151 4524 6654 700 9'-4' (1121 PRECAST 584 660 1056 1523 2054 V85 37J1 W17 10'-6'(126') PRECAST 503 560 05 1 1270 1706 2236 2898 3747 II'-4'(1301 PRECAST 457 513 805 1133 1507 1252 2492 3103 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2230 Z80S 13'-4'(16n PRECAST 373 417 646 893 1170 1485 1852 2295 14--0'(1951 PRECAST 351 392 605 035 1087 1373 1703 2087 17'-4'(2081 PRECAST MR 299 455 520 794 285 1198 1437 SAFE LATOM LOADS eno e" ooCPART 1 Lt IHTCI A e 6AFPLF AD TYPE LENGTH 8U8 GF8 RCMU 3'-6' (421 PRECAST 587 1055 596 4--0' (48j PRECAST 487 787 445 4'-e (54' PEW 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' (Sir) PRECAST 173 352 74 10--1'(1261 PRECAST 151 276 58 11'-4'(1361 PRECAST 139 311 49 12'-0'(144' PRECAST 131 277 44 13'-4-(16(') PRECAST 117 223 35 14'-0-(1601 PRECAST 111 202 32 17'-4' (20n PRFSIRESSFD N.R. 1 130 21 SAFE UPLIFT LOADS FOR 6' PRECAST U•UNTELS 4mm4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-1T OF12-1T SFtb-1T 4F20-tT 6F2h1T 6F28-1T 32-1T 3'-5' (421 PRECAST 1412 2074 2715 3350 3997 4635 5279 4'-0' (451 PRECAST 1225 1800 2357 2013 3470 1 4027 4563 4'-6' (541 PRECAST 1063 1592 2054 2577 3069 3562 4055 8'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (761 PRECAST 723 1097 1437 1777 2117 2457 2797 7-r (901 PRECAST 648 tu 0 304 1249 15440 1840 2135 2431 9'-4' (112l PRECAST 575 571 980 1252 1492J 1732 1972 101-1028') PRECAST 314 462- 787 a 1121 133IX 1551 1766 cm 11'- 4'(136) PRECAST 474 404 655 985 1213 1442J 1645 12'- O'(1441 PRECAST 454 IF, 38700 619 686 1093 1299 1506 cl IS- 4'(1601 PRECAST 402 308 516 730 905 1078 1247 14'- 0'(1601 PRECAST 368 295 475 77 832 989 1145 17'- 4'(2081 PRECAST 253 j 208 338 476 585 03 803 to THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR • SEE GENERAL NOTE 18 (p) THE NUMBERS IN PARENTHESIS ARE PERCENT REOUCIVON5 FOR CM 40 FIELD ADDEO REBAR. SEE GENERAL NOTE N0. 4 GRADE 40 RELD ADDED REBA0. SEE GENERAL NOTE NO. 4 WtODUClREVM W = Moytas Qb 6. Ptow b Building Cb& Acueyunca xo - 0 2l.18 iDais /8 i G OAn+, By t ucbaoar EH p 101 V• 44 _ PRODUCT MVIAIGn owd* Og 'rnn (he taaTda 70'? CRAIO PARRINO-NO DB OM CR 579 M 101,.•` SEE GENERAL NOTES -SHEET 1 OF 3 ,,,VAL WREAK &MM FL PE•URN0.44756 lm OF mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES uwa j y"'`Y. A."' 6 'r.e' R[ K" amI-14 mm m J0N4I IiLV1W WLLB R1i OHO V2VW awn r. CWO hUlsO. PL - = 40. 4mv OtAMl , LA011 acr 1 a J SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Wr+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE tills 121b20 IN12-29 WIMP IVIO-3a IIQ4-20 121 ZBIIV32-26 Y-e (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14436 4'-0' (451 PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4'-e (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 V-10'(70, PRECAST 1612 M20 3218 5234 8487 11060 12755 1443a 8'-8' (741 PRECAST I.W 1886 2679 j 4198 j 0421 1=2 127M I 7'-8' (901 PRECAST 1135 1628 2131 3218 4576 6756 9753 1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7% 10'-8-(125) PRECAST 614 1043 1295 1853 2515 3323 4334 5632 I I.-e(1361 PRECAST 510 945 1162 1649 2216 2893 3719 47 12'-0'(1441 PRECAST 455 878 1073 1513 2020 2617 3333 4206 t3'-4-(160' PRECAST 3% 767 928 1294 1709 2188 2743 3/09 14'-W(168') PRECAST 321 720 865 1204 ISM 2017 2451 3106 17-4(2081 PRECAST NR 4510 831 861 1111 14280 1750 2102 19'.4'(2321PRECAST NR 34J 477 700 925 1152 1380 1809 n ME MAWN IS F9AIIMM ARE PUWff REMR71RR01 FOR QM 40 FEW MO MMML SEE MM NOTE FEL 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 0=4_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M I2IF5-281211F10 IMI. I7yIT15- 185A- 18525- 18630 4'-4- (52) PRECAST 25M 2942 5468 7584 9640 11669 13M 15079 4'-6" (54') PRECAST 2319 2740 5466 7584 9540 11669 13M 15079 5'-6- (In PRECAST 1347 1841 3555 6395 9640 11669 13079 15071, V-IO'(701 PRECAST 1259 1755 3351 5954 0358 11662 13679 15 6'-8' (On PRECAST 924 1430 2633 4415 8884 i 125726 1480Q V-8' (901 PRECAST 703 1203 12157 13494 15259 7922 9623 113 9'-0- (1161 FREW 389 843 1 t4514 2151 1 =3 j 4427 5417 6350 Fl ME MOWM 91 PAFMRM ARE FVWff MVJ MS FOR SAFE LATERAL LOADS FAR 42' PRFrAST UJIWFLR 4'4*'4COQ'° A PAD LENGTH TYPE 12U8 I 12F8 I RCMU 3'-6' (42' PRECAST 1295 4 3 4'-0' (48' PRECAST 1295 4841 299 4'-8' (54' PRECAST 1049 3922 2417 V-10-(70-) PRECAST 681 155 8'-6' (781 PRECAST 579 123 7'-8' (On PRECAST 474 E1771 919'-4- 1121 PRECAST 355 58' 10'-8'(1261 PRECAST 306 45404 11'-e(I3n PRECAST 278 1041 38qIj 12'-0(1441 PRECAST 250 971 34 13'-4-(1601 PRECAST 229 657 278 14'-O'(IGn PRECAST 216 809 251 k17'-e(208") PRESTRESSED N.R. 633 16 19'-4'(23n PRESTRESSED N.R. 534 130 a" Va.u"ti LVIC 10 SAFE LATERALLOAOSFOR 4'-e (521 PRECAST 4'-6'. (541 PRECAST 5'-8' (681 PRECAST 5'-10'(701 PRECAST 6'-8' (801 PRECAST 7'-W PRECAST 91-8' (I18l PRECAST f' 00ReVUZD IMFe cado no nm;d, roWBs SEE GENERAL NOTES - SHEET 1 OF 3 MFAMCER or lwa-st PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS mr.41"m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IN5-11 MIMI IVIO-2I INU-2111P14-II I1F15-1112F32-21 3'-E' (4n PRECAST 2752 4267 613 6938 8254 9989 10915 4'-0' (48-) PRECAST 230 3721 4672 6023 7174 8325 9477 4'-r (541 PRECAST 2113 3291 4110 5326 6347 7365 8364 T-10'(701 PRECAST 1523 2527 3310 4092 4875 5658 6441 if-e (71n PRECAST 1444 226 2972 g 1675 4178 5081 5784 7'-6' (90' PRECAST 12570 1767 256361 3194,j 3806 4417 j 8 9'-4- (1121 PRECAST 1028 1171.2008 2590 3087 35 4079 10'-8'(1261 PRECAST 920 947 1612j, 22810J 2764 3209 3653 11'-4'(138') PRECAST 856 53 1104 1982 2441 290 3384 1Y-e(144' PRECAST 814C 753 j. 12MW 1788 220lu 2616m 3032 IY-4'(16n PRECAST 6781, 633 1057 1485 1828 2169 2513 14'-O'(16n PRECAST In 588 974 p 1365 1679 1993 17'-4'(2081 PRECAST 434 427 895 964 1162 140 107219'-4'(232*) PRECAST 368 370 593 817 1002 1187 0 UK MMW IR PARI0IE$ ARE RRGII(f MUMS FM{ WX 40 COD MM FWL SEE QDVK MVE Nd 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS ClWbtlM I SAFE LOAD - POUNDS PER LINEAR FOOT 3692 25 4'-4- (52") PRECAST 1626 2685 3746 4806 5587 6923 7959 3458 2417 4'-5' (541 PRECAST 1558 2582 3602 4023 5643 6864 7684 2236 1 5'-e (6n PRECAST 1210 2042 2050 36H 4455 5273 0081 2129 155 T-10'(701 PRECAST 1173 1964 2769 3553 4338 5123 5908 1716 117 6'-8' (801 PRECAST 1020 1538 2428 3114 3802 4469 5177 1438 914P9 7'-e (90' PRECAST 904 1226 218J 2776 3390 4003 j 4617 1011. i9r8' (I161PRECAST 703,4 77IJ 1472 2181 2663 J145 3528 IARIBOLS IR PAASMR[S1S ARE FEROEIR R =D= FMt C1 . • E N p ' 40 ROD AM FM SEE OEM& NNE M1 4 447 91- 0011I14th Da0didiµaj N0bFla1dA CNAIOPARR440I''^- Rl •` 63*% 4x 79 SQEfTt6A,iL 93594 F'i.p.E.i90.411I158 CAST—CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES nu we =a?-14 1 um m Xw saw SW4 SUM DQ4 CSE000 m 01Ap FMt>aD. P.E. - EIO. 1W. 4R5F ORAgiR R0. UIFIS DQ[i s OF A M IAM I•DADE MTAMI-DADS COUNTY eomwPRODUCT CONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) immmiamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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 Mianv-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. bUSSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 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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 on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. 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 9-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERL4L CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 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 (AM. 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 concrete lintel specimens, per ASTME-S29-94, prepared byFTL, 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. ffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date. 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 I I 7" ,-• t.,Y"; i I of Z-i';`^ r 4 rs- 7`:c•; F', '_'C,'.1.=•" TYPE "e SITRRTlPS At 7[ESTIIRR1'RUPS0 BAR ^ B STIRR A 'T k •,• sw m t IY Iu'3I1 uow PRE= Emn ![!I/OaG: Lac FAlIIGNaN nma e m fafu m" 7 z7.JS OR/STlfl[G MR ! 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P.LUC.NO.447 e CAST— CRETE 8" LINTEL FABRICATION DETAILS AnT I nenc Cr•ID ILA DRP71eST R PRPSTRPS9ED U.LINTFI.A CiaatGly' SAPe LOAD - POUNDS PER LINEAR FOOT TYPE LEN47ITH aa.ao ae-m OF12-0 au-11 aFte-OD ante Item-aa arwie ern-ce amf-le tlr" WO-16 as-0e 632•11 3'-6' (44q PRECASTI 11 Met 3711 5163 6001 Sae{ NU I I ma 4005 GM 7547 6774 I0154 11401 4'-0' (48n PRECAST 1968 3ii 2b1 36m 4em 29N 7u4 OW 1923 4004 M93 1517 U14 IOM4 II6fI 4'-e' (541 • PFEW t5A9 i4na W2 sm ym 1113 76iII1 1=4 IlWl 5 -4' 6< PRECISEI 1217 1s4I 14U is" im 31D Save 4x9 low 3m Sm M Mool 10 5-t0' •PREGSE f 1103 1113 m1 2m 151I 3W1 7a 1451 mt 4340 710 7151tjsm 1;-8' (761 PRWAiT Sao I231 SI77 440 Ml 37117 430 1.5011 1233 2177 IeO aril 63w I=fm SM 7'-6' (901 PRECAST,743 mil 1721 ISM 2203 SOe 3191 3fa mu 1 1 aye eaI e46T 44n 9'-4' (1121 PRECAST We 1110 lay 1311 31W ale Sla 7s2 1243 Na as x05 63f0 ID-9' 1 `"' ll(iEGSE 47s as am l2d 200 2m 233 sa6 613 TOR ISO 203 iel 3943m17a4 ll'-e 1 PREOW 392 7J00 1949 2413 3117 4m6 552 146 13" I816 2123 312MY 4000 17-0' 144 PRECAST1 337 so W3 U51 IK U93 10 352 540 93 1254 ITN 2193 MU 3582 13'-4' 1 PRECAST 296 al 76S m73 MU ISMS 2319 21193 ai m 1m5 14m 1616 a16 23u 1 4'-0' I(Rln PRECAST z79 a4 707 M IMS tell 21V 39M 40701 1002 1511 1N7 2127 2C0 14'-8'(1J6n PREMEM No em to at rat 1w in 431 7O 1370 t91n nu 75v mII IW-4'(1841PRESIRESM Rtl OR to me to NS MR I IN m 710 1250 IA3 2asa 2no a43 t7-e(2081 PRE3TRECSED NA. wt is M6 el J00 S40 s50 132a 1s79 too 1 IDw 19'-4' (2J2 j PRESTRESSED NA. 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V 6• SAFEELLFOAD LeNGTH TYPE BUS 8F8 I RCMU 3'-8' (42)• PRECAST 1025 1024 1598 4'-0' (46) PRECAST 765 763 1309 4 -G' ,(541 PRE}"JST 592 591 1073 S'-4' (641 PRECAST 411 411 745 PRECAST 34O 339 616 8'-8' (761 PREC1W 507 721 490 7'-6' (96) PRECAST 424 534 363 9'-4' (1121 PRECAST 326• 612 230 10'-6'(12ir) PRECAST 264 401 160 11'-+ (lain PRECAST 260 52 154 12'-Dr(1441 PRECAST 244 402 137 IY-4'(1601 PRECAST 217 324 150 14'- 0gl661 PRET'1ST 205 293 100 14'-V(176-)PRfS N.R. 2$4 91 1PREFIREM N.R. 259 83 11- 4'(2051PRESIFEW N.R. 194 64 19•- 4'(232n PRESTRESSD N.R. 148 62 2l'- 4'(2561 PRESTRESsm N.R. 125 42 22'- 0'(2641 PRESTRESSED N.R. 116 40 2P- O'(2681PRESTREM N.R. 91 33 mAFF not IFT LOAns FORS- PRECAST PRESTRESSED U4JNTtLS ig5re ir472vi SAFE LOAD - POUNDS PER LINEAR FOOT TYPe LENGTH Weft 4F0- 2I eF 2- 1 W12- 21 ene- tr sm- 21 IT I U*. qr V24- If 6R4- 2T 625- 17 W25- 2F SMAT on- V S- e (X / PEW 251 2655 3524 4304 510 4m2 7MI 1M 2093 35x 4394 Stu 4 33 7001 4'- 0' (48n PRECAST1m z os 3oa ala 5123 We 1313 2303 3VA 3315 570 Sm 079 4'- 8' (%I PRErA* 1207 2010 1707 3373 4711 e3n IW 2540 2M 3M M3 4711 9 5- 4' (84n PRECAST n 1ne 2a5 Say uc 4522 loll Iola 1715 1 we I I= 3a5 am 4m 6'- 10'(701 PRECAST m! 2*3 3107 MM ON 7S S97 1 JIDW M) 3107 36m 133 G- e (Tin PREDAA 4 1 1 23a a5 37 6ri 1/0T le6e 721 IIf0 3t31 IFt2 7'- 6' 91 PI1ECAiT nT 1 114 2oa 21N 7aII Sue n7 114 M4 3 2+76 tev 3m 9'- 4' (1t2n PRECAST ril 721 Ilri 147+ 1415 21e7 M sal 1316 leN tm Im tole 10'- 6'(129 PRECAST SM SIG Ilea 1411 35 2011 570 as ugod Ion d tm ad 20a I 234s 11'- 4'(13(in PRECAST 474 004 mil Mad 1037 Mad 1313CW 1737 434 60! 2 IPn1 INS 1115 210 12•- 0' 1441 PRECAST we 450 n4 92 II 131E 13MCM 4m S o f10 1302 M lel 205 13- 4. ( PREC/1Sf 4t0 See fez 705 ON 11U 13a 424. 490 780 1159 416 i Iw 14' - 0'(1ll n PRECAST Sal Sri me 714 M 1654 Inn CA 1I0 4" m ion I350 ISM 1 407 14'- ICI PRESTREM s3I 3K v7a 1131 m 3" 5u see 1303 1516 I7if 13'- 4'(1841 PRESlRIssYD 214 710313 360 4a 016 677 m 12VAQpJA en I+ m IV l 1II1054tv NI 17'- 4'(2061 PFEMTREM 1 to12 356 eat t 74 676 I 1473 19'- 4'(2J21 PRESIRE la 2a 3u u7 fa a ft 14ti m 1 4to a in Rd e41 I05I 2D 21-{• ( 250) PRES1RESrT6 12 141 Sa 232 307 373 393 537 eo 731 6N to045 CS PRESTRESSEO 2.-0-( 133 137 17 2U 213 J1824 5a tA 46! Mcdas 0 ea Hl 24'- 0' ( 2861 PRESTRESSED 114 170 207 fll,4 fa7 124 2a 319 43! eoe 67e TEE NUY6ERS IN PARENTHESIS ARE PERCENT REKOM FOR GRAM 40 SEE COIM NM RD. 1S ON SKET 3 OF 1 IP) I 4 no ADDED 1aM SEE GENERAL NOTE NQ 4 ON SHEET 3 OF 3. pAcmummmwED PRODUcrpp,,. V I(7k441e7101a•,•lF'Fh" J4, V CEN PRODOCrROvfSGDu N Na rlorteo ri.•tmK iio 01Z'7• Ag O 7o2ti aOaa o 22 E A Q 0: rwraalul77Fc - SHEET 3 OF 3 Cbttlrd i • R ODIEML & E AQ 4 ON WEiT 3 OF 3. 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( PREG T M 1 IM232a 2m4 3311. 3911 Q/5 fM I I7r7 a25 n54 3511 Mll 5-10'(70'f PRLTJIST as I2e1 17/ 229 27n 3306 2719 VA im 1 1746 2m vn 3xs n19 4i-B• (8o'j PRBCAST Om Im Im 26A 332154NW24n2m3Rl 7'-Sa (90' PREGST 06 Nm 21m 73Q 2a6ae36X74213WHt7m2150167nae 9'-8• (116'j PR8CA4T m I221 am Rim 3m 13M gals Al TIIE NUMBERS N PARMESE ARE PERCENT REDU0015 FOR CRAOE 40 4 SEE CENEAFL ROTE 18 (1) THE NLIMS N PAREHRIE51S ME PFRCE}R REDI CIIOYS FOR GRADE 40 FED AMID REBAR SEE CMVL NOTE NO. 4 FRU ADDED RETi0.R SEE GENERAL NOTE NO. 4 gm& m i I2) .. m s-I/t' 1rq aa13m d 0f tf6 b ®oaer TYPE' DESIGNATION D 1W.deM ` .+.. "'.390.zl a n ytan r - ml e- ae aaR /iu - uyRRm it . pd P1 m e9flb al • w* d d— mw r ocmftw .0.L ASW F136 a .01r Vprord =o, F 1 11II1A10T 1G06 I:WAfrP aar ryl w I3) n. yal0W o d.. d 1dda bMW r (.ae r am1 as d a1 ro. A lfl 12 EE. 1 oaalor ar 5 eat Q a p0f MISi9p(sp10p I L.i 6. .i Id am61:.r1MlBadf U. 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On A rdew all, 1eo dkAbW br be 15 rht •; 13 1m o 10Ia0 y.J! d Rat d .o oa t.>Dabd By J: e.wdafel M6 M to a(f Me ta71e. Q . •: TA D FOR Ida RA7910 .; ,fJN •. 4+4f• PRODUCT RBV13W T I4 MRl rWY17f0 . aaerrrl1 /R. 0 awa0lTinsuiOtlrcFIOA4rj feld.Ry`.ealaet tem9q oom.d ml M d 4-v91es. aw `i..: I (ICED qW 11 .`G`C.• EN ' •i owwwq 0dc I RR • Nd 6olri , . fRIIW T IlOV1861/_ oDtmsr FRODUCrItIR OWD N° 0 19 10 Room few dfd'row r 6o Imm d ON 6.lerm a au 1dd weal• ( jS REBAR LMilt4i4ydr OOPlar160 0 44 Di00LL Z4rLZ a40"PMn1tHOl6. In• ri pi40 w 9R60 b-O *'• F ,J y Cnnrm ram' raer 14 ZiZ CFMPAMNO 1 Ily Oosao .' OR1 \ .• 8324CR6T9 h d!ee_• • • 'e51Ge` GERM R. W84 law ra•11f.ifiQ fill:1::1 Gsc 1111111111111 1r{ra!kr: ,,:,::7fi, 7vziYJZYlkl .11:(`1C9f1; '..`._. ,r '1 ' -"" 1,\;M:L77:17;f_1W;1]'/1:11.1: I•YAYI1/.1 _ __ _ © M IAM 1•DADE MTAM1-DADE COUNTY o PRODUCT CQNTROL SECTION11 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) irny.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 tight 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 AIU 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 # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 Mr rnr uNTY A Expiration Date: 09/11/2018 Approval Date: 09/28/2017 09 / Z g/Zo/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4"1 6" & 12" Lintel Safe Load Tables", sheets 1 dwough 3 of 3, prepared by Craig Par7-ino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig 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 SystemManual 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 Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4"1 6" & 12" Lintel Safe Load 'fables". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Alarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miarni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Maker, 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 Regulatory14ffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. 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 (BF4. 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 I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). 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 Mami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A. Helmy A. Nlakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 4" SOLID LINTEL DATA TABLE F`+HT,Mil-Plii FwaoYuFJalt:•rr JS r"lCIPAW' Ltll. 't1.L':.mtL m, F clyd 9 U I:l.il ".I mr7C-al fti f rFr-n ltr:t,:sr.illLliram, w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS T'vE n .' Ts lra 0 Mrs.= Y halosol LW.gw Ma rlernarAlc wauwan a nVWM rm /RMW AFMWL a a R7fOH[0 h mRllar tA1l AND cam a lo%== all om mam eoraor wr aua ramm wlaar wr-mc use as L=wM= sad FM so 6N Aqa K f4 Ala R sma A. Gmm am=. s An a GA Maas . tm ra a st is AIIw Ma S. Iola W TOAD mom sf XOM" UNWO Aa aMOm SMW L ammt asoam r.. as NI la AL s cum AM a mm qm Gal ml a sa lasawa Z M slum - ON V rim= QNM% ri. SM rp ral A am roost GIMM ... MM M 9a41v rAa 1ASKUM MM aa1D a afro am a" a aR Gm as ON t0 a rwo oa am t soma raw cm aa m s Alm U am uw= Amu ou"m row is" m r.'idra n.sr o+aaana i. iM1',j1111(' c lt iiljTl I.a.uu u u,r• r" MI F[asatrr aurrn v FLIno rtrGlrcla =ry -It---- JmRrt1lmGtyVvL 1L'Z-1 r e,ad&xe. sgrr7eVmcJ3 Qms a1 a ffvya vr,,,Ur. vwJ 11r21:1 :n1C 1m AFn nr[^I f7Ln mcs - y!V,CJr'dYR:7mF7r2ai, rs-ar•,ri. rn rnvrr v tfAc1"r CL'Jl:21[tl:ii.:l(FLJ[211L:.iOCSiCCitO t_ 20 FRODUCr RGVI3LD jai asca bWMIlonod BaUd i Sw >aaoJ7 O ZJ./8 New* l R IfmFtawa Y Z "7 fN / B o'gayZia +g d• o7. 03 CRAIGFARRWO ad 8924 CR 5n SEFFWR FL M%4 j.liacR of ma PRECAST AND PRESTRESSED LINTEL DETAILS I 1 C"' .— OJWMU31<6' ruc wcn awlF-rl aWll m 1mw uaitll nuG a LlmoLi..wa+ ' r aQO0.0mtlJJrrA1mQ$ fl mlll9lm Mill 7@h 1 m' r GENERAL l OIE;i ay fSold ed o jarad Ir7am idp4v=0 , a/qt IMFeqrapb aamrn.`a' aY dm '°d' - 1100dsro •Idt oitMM nd m atN qrA 9W CDOpq.10 forSW 1) N ab bd tibia bpd a •ii®rn 4 M, mnbed bminP Qu d lri bdri 3) pro" to Mona bd ad bpd lobl•• 4) 7M me•s b paatbab bl 4" do P•ad par.IW (m podw b bid .ddd rda. gm=6 V 7 mdacimt • 141b (AY) - 1110boa pd I pp 5) d3Ea oaplW/Lld csdor czecdePpcablb awWddWAaW 604" codsocon Q Shoe IAaUbMa 7) "N KIM to to abed bMUW •/ 4 :maYha babodd .ad 4' a) •ol/v/dWual ammatibJd = A eamq* ob mas deNbml p Uj roam aa lkad rim dq aid s-I ' Magn.lip i Qa 001 b M lb adala •doa of Qbb bddW Is .daAer •aQ dd bon a =dkgg d daeao appea 6 aaarlara(• ih llmq,o¢•-Q6rAw opmQdwr "@rrgF uj Jrdeada br I. mit,.! a ram •P c W prOa1 Wd + badeald 6md S 14 Sd aanbd bd Sidi 1baoWbad151famapadl• Odd WU mt does a•a ado bd gam ••A low Not obo m 10) Abr 1dd br*W m1 &,M Loa .ab bd tram "A broal gaga does 11) 3d4 bob .p apabgoed dodL bode 10) We bolo bop/ r nQy*W dodp: onstola pory/O MO and AO ]la 19) banodpaaal Gab 106W1 Oo ildd Sa dsl i bdoaounow ff°.•>. SEE SAFE LATEM LCM TABLES FOR LOAD RATWC 7 FOR EACH AOORI0IYL RQM R L OCIMSE 1/ f CLR TYP 1: i;;'i • 1) 15 R AR FOR 6' URELS 2) 15 RE$Yt FOR it LINEEIS CR40 or OW SAFE LOADS FOR 4" SOLID LINTELS Ow"4149•n GRAVITY TYPE LENGTH 4S8 Y-6' ( 421 PRECAST 1180 4'- 0' (481 PRECAST 959 4'-e (54' PRECAST 789 5'-10'(701 PRECAST 460 6'-6' (781 PRECAST 360 r-6' (201 PRECAST 260 W-4' (1121 PRECAST 156 IV-V(126') PRECAST 116 12U8 4-01e1411 UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' ( 421 PRECAST 687 371 4'.-0' (481 PRM4ST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 6'-6' (78) PRECAST 360 113 7'-e (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-6' (126') PRECAST 152 43 121`8 12F12 12F16 id) MR - Rd Rrbd • , ,y%.. a ?•i^' :•• ''<` '+~ +; 11) Odkm ( W •kod r* w to ba baled d W br3,m d W fold ow4. ' a .1,.,5•,1. pleOD=f vww 8U8 6F8 6F12 8F18 • • 'i '' da•m•ptlhrOa101buP,oAk r t;,:.., •• • rI. IYmaY Ya1 /Aa. Qemm i .y, '•iiFr 'C •Anti ' ''~'•s • ra wate:<m •r • ._i• ..; Pb:.'•• i.r.^ . Z'':' i'• i J^;'.. 121`16-28/2T WAAV p ty agR .i: .• S . t-:1,....,•.l„' ,. w•ti; j,,. •'S %... ! Y :.. :.i.r•. Im. Wl aaau la IYum1i a ' :' 'Y'T •'•: '(t ' '•`.ir.'t ' (j i.^. no simoscre O woo A.' moba a `' ..' S1_:ri!• -r'••.:. ))1`'1„•,• .3'i..: r/r et•• ~J: • 1v• •' Ali•/i;'• vs.•'•. ' •4 : % `% :'' i 1..dt, j' ry 3pp y, l 458 : w G .• 0f •. • 12F28 12F24 12F20 GUMN T,q lv. PRoolicianViSldi e + • •` • to woo tsar iI m ,i, S, i 7 *' •, * a ald°o"W1y'io`Iwodo pwda 11 a • • • • • • • . :• ,v, ' : CRAIGPARRINO e ewe 4 l8 1Y N Wot glplN : O'' R Q. Cam.• 832/CR6M 6F32 6F28 6F24 6F20 4 s'S/QN G` a.• RSffER 33M By as mil d. (/(/ CAST—CRETE 4 61) & 12" LINTEL SAFE LOAD TABLES a I w \h' .. ` • RI[ RAMC otl06-14 m1Altl bl: JAll11 Y7WI0 SC4L a13 V Ica`a's ml but 3 1 own a: CWMtVApL_vLja4ossj Pwpll:lu Uals 5M I Or 3 SAFF GRAVITY LOADS FOR S" PRECAST LLUNTELS 4CAST-44"9'6 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-18 6FIZ-1 6F16-t8 8F20-18 6F24-18 8F26-1 SF32-1B S-6' (421 PRECAST 2 2470 3892 5050 6146 7227 I 8297 9357 4'-0' (461 PRECAST 2025 2313 W92 5050 6148 7227 8297• 9357 V-8' (541 PRECAST 1654 1887 MM 5050 SIM 7227 8297 9357 5'-10'(70l PRECAST I067 1260 2198 7 5731 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1931 2850 4328 6737 8297 9357 7'-8' (90' PRECAST 779 053 1459 2168 3151 4524 6654 9357 9'-4' (112' PRECAST 64 610 1056 1523 M84 2795 3731 5017 10'-6'(1261 PRECAST 503 50 895 1270 1706 2235 2898 3747 I1'-4'(136'1 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 I 2808 13'-4'(1601 PRECAST 373 417 645 895 1170 1485 1 1852 2285 14'-O'(1651 PRECAST 351 392 605 835 1037 1373 1703 2087 17'4(2081 PRECAST N.R. 299 45S 1 620 794 985 1 1198 1 1437 n THE NUMBERS IN PARENTHMSS ARE PERCENT RFDMMS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE H0. 4 SAFE LATERAL LOADS cna a- [lAFCART Ili WWI S SAFE LOAD PLF TYPE LENGTH 8U8 I 8F8 RCMU S-6' (421 PRECAST 587 1 1055 596 4'- T (481 PRECAST 487 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(70') PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 T-6- (90-) PRECAST 222 367 116 9'-4- (112-) PRECAST 173 352 j 74 10'-6'(1281 PRECAST 151 276 58 11'-4' (13n PRECAST 139 311 49 17-O'(1441 PRECAST 131 277 44 1S-4'(160') PRECAST 117 223 35 14'-O'(16n PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6^ PRECAST U-LINTELS T.4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F6-1T 6F12-tT 6F1e-1T 20-1T V24-IT KII-IT 8F32-1T 3'-6- (42' PRECAST 1412 2074 2715 3350 3997 46M 5279 V-0' (481 PRECAST 1225 1600 2357 2913 3470 4027 4553 4'-6' (541 PRECAST 1053 1592 2084 2577 3069 3562 4055 5'-10'(70') PRECAST 101 1 1222 1600 1979 2357 27M 3114 6'-6' (787 PRECAST 723 1097 1437 N 1777 2117 2457 2797 7'-G' (901 PRECAST 648 M-04 1249 1544 11 1840,1 2135 N 2431 9'-4- (112-) PRECAST 73 571a 1 1252 1492 1732 1972 10'-6'(1261 PRECAST 314 462,. 787 2 1121 133 111 1786 11'-P(13BI PRECAST 474 1 404 29 885 985 1213 1442 1645 12'-O'(1441 PRECAST 4S1 367 619 SSS 1093 1299 1508 13'-4'(160') PRECAST 402 308 516 m 738 w 906 1078 1247 IN 14'-O'(1681 PRECAST 366 fu 285 475 677 832 SM) w 1145 to 17'-4'(2081 PRECAST 253 208 338 476 535 j 693 803 p) THE NUNSERS 91 PARENTHESIS ARE PERCENT REOUCIIONS FOR GRADE 40 FIELD ADDED REBAII SEE GET'ERAL NOTE NO. 4 PRODGCTRRVIgF.n anlOytey wilt ft FW4n 8cu%C.& ice No - a Z /. I B Gp' a Dak I8 PA. OyMnn oral I ENS ,O'•, 44 y1; i• * 1'RODOCrRNPISSD oa; '1rlh lEs FAWN. ArvSvCRAIO Mli%a l PARRLSOR SEE GENERAL NOTES - SHEET 1 OF 3 R.P.E.M.N0.447M REVISION I— IMF of rw i-CAST-CRETE n. 46%crA. zI - 4", 6" & 12" LINTEL SAFE LOAD TABLES Fit AWE! cual-N qmm Wl an mtY1f10 SC m AM Fun SMU I 0= 01 C=FMMfX.-MK44MF aWOM M111 WIT t a s a SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 -1111, 1,41" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 t216-28 t7fl2-2B 12t16- t2i20 IB Itf2<-28 11f2b29 t2f32 26 S-6' (421 PRECAST 3428 5000 5838 7619 9352 11090 12755 14436 4'-0' (481 PRECAST 2923 4232 5830 7819 9352 11060 12755 14QS 4'-8' (54' PRECAST 2396 3464 5304 7010 9352 HMSO 12755 14438 5'-10'(701 PRECAST 1611 2320 321E 5234 SIM 11060 12755 1 6'-6' (787 PRECAST 1383 1986 2079 4196 6421 1=2 12735 1 7'-6- (901 FREW 1136 1625 2131 3218 4076 6756 9763 135 9'-4- (1121 PRECAST 795 121E 1535 2230 3063 4107 5593 755 10'4-(126') PRECAST 614 1043 1295 1853 2510 3323 4334 5632 11'-4-(1301 PRECAST 518 945 1162 1649 2216 203 3719 474E 12'-W(1441 PRECAST 456 878 1073 1513 2020 1 2817 3333 420E 13--4-(160' PRECAST 359 767 920 11294 1709 2188 2743 34M 14'-T(168') PRECAST 321 7200 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST NJL 4514 631 501 1141 1428p 1750 2122 19'+4'(23n PRECAST NJL 343 477 700 925 1152 1350 lam U) K WMW 01 PAR MM ARC FOXIM REDICINGAS FOR 9M 40 MO M= REML 3M 601FR4 WE M 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-11NTELS 4wr-*Om SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TMPE 12@06 U16B-2B 12fi10- 13@1b I231B- ItATf!- 181F2B- 17RF 4'-4- (521 PRECAST 2538 2942 5460 7364 9640 11669 13679 136" 4'-6' (541 PRECAST 2319 2740 5460 7584 9640 11669 13079 15679 5-8' (661 PRECAST 1347 1841 3555 6395 9640 11669 13679 1S87if, 5'-10'(701 PRECAST 1259 1758 3361 5954 W58 11669 13679 ISB 6'-8' (801 PRECAST 921 11430 2833 4415 8884 1 12574J 1 7--6' (9n PRECAST 703 1203 2157 3494 1 5259 1 7922 96 11 9'-8' (116 PRECAST 389 843 1451 2157 3203 4427 5" 6380 SAFE LATERAL LOADS Ong 47• oaFcecr 11.1 rmTm a C/ SA LOAD PLF TYPE LENGTH 12U8 I 12F8 I RCMU S-8' (42' PRECAST 12951 4841 393 4'-Ir (48") PRECAST 1295 484112994. 4'-6' (34' PRECAST 1049 3922 2417 5--10'(701 PRECAST 681 2547 6'-6' (78 f PRECAST 579 2107 7'-0' (901 PRECAST 474 1771 1454CM, 9'-4- (1121 PRECAST 355 1326 10'-0' (1261 PRECAST 306 1143 il'-4'(IJ8") PRECAST 278 1041 38 12'-0'(144') PRECAST 260 971 34 13'-4'(1607 PRECAST 229 857 278 14'-O'(W) PRECAST 216 809 2 11 17'-4'(209) PRESTRESSED N.R. 833 IS 19'-4'(2321 PRESTRESSED N.R. 534 130 aLL Uuvnv- Mir. 10 4--4' (52' PRECAST 1 4--6'• (54' PRECAST 1 5'-8' (6n PRECAST 5'-10'(70' PRECAST 6'-8" (801 PRECAST 7'-8' (901 PRECAST 9'-8' (118l PRECAST MODUMIIV...,., 082/.18 B cwrol SEE GENERAL NOTES - SHEET 1 OF 3 4QM601 or PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4 wsrCwfl SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE lil5-21 12F12-21181E-11 IM-21 12i24-I1 21 2F31-2T 3--6' (427 PRECAST 2752 4287 8 8264 9589 10915 4'-0' (451 PRECAST 230 J721 3 7174 8323 9477 4'-C (541 PRECAST 2113 3291 28 6347 7365 8384 5'-10'(70 PRECAST 16" 2 227 92 4875 5658 6441 8'-6' (187 PRECAST 1444 5J42 4375 5061 3784 7'-6' (90' PRECAST 1267p 17674 360E 4417 3028 9'-4- (1121 PRECAST 1028 117 0 3087 35 4079 10' 6"(126 PRECAST 920 917 81 2164 3204 3653 II'-4'(136') PRECAST 855 529 2 2441 290 3384 12'-0"(1441 PRECAST 814 753 1269 1788 2201 281E 3032 13'-4'(1601 PRECAST 678 633 1057 1485 182E 2169 2513 14'-O'(16n PRECAST 622 588 97/ 1365 1679 1993 2309 17'-4"(206 PRECAST 434 427 M964 1182 1402 1823 19'-4(2321 PRECAST 366 370 593 017 1002 i187 i372 t1) 1K RW0ER5 w Finan F9s IIfE FORiM RE00cOmG fG! CMOC 40 MO MM RE9K SM 604 M4 NOR R6 4 SAFE UPLIFT LOADS FOR 12" PRECAST W/Y RECESS DOOR U-LINTELS 4r-14till-tMRr SAFE LOAD -POUNDS PER LINEAR FOOT 4592 238 4'-4' (5n PRECAST 162E 2M 3740 4808 U57 6928 7969 3458 2417 4--6' (541 PRECAST 1568 2582 J602 46D 5043 6664 7684 223E 165 5'-8' (681 PRECAST 1210 2042 2850 3650 4466 5273 6081 2129 155 5'-10'(70' PRECAST 1173 1934 2769 3693 43M 5123 5WS 1716 117 C-S' (801 PRECAST 1020 153E 242E 3114 3802 4489 5177 1438 914 7'-6' (SDI PRECAST 904 1226 21 2776 3390 4003 4517 110 PRECAST 703 771 1472 2181 2683 3145 3628 lum w PMI NOM IRE POEW RMUC MD FOR G,• •• ETdS ' 49 RM0 MMD RMK $a 000111 NOR M 4 447 PRODUCrREVI300 u1Nn F1"ltda E ,yJ. Aeoapl la No -O o ,O3Pam/ I/ bo [AeD o. c,< UR1 P• •• Sj0ry EcA;.• tope 4p4 CRAIOPAwuur4u 6321CR519 SfxFN5R..1L $35" FL.P.E.'18fia40.ARi59 Do& 8 IIIWCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES AE me am-14 mcano0 m MAWsuu: am am 3 P I GROW m =0no.f.L-mam"I Mft Ra umt =13 o 7 MIAMFDADE NIIAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree1, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %ninv.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 Panino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 1VIISS11.E 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 salos, 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 ofthis 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. MIAM DARE COUNTY j% NOA No. 17-0821.19 Expiration Date: OSRI/2022 Approval Date: 09/28/2017 09 /Z$lZo J Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 0610 719 7, revision #4 dated 04128198, sheet I of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fe rural 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 CERTIFICATIONS 1. Mill Certified Inspection Report Silo 114 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 Am. eristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84MI9805 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 #844420652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. z0froy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 dated 04105196for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels elated 05114196. 13. Quality Control Manualfor 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 I of], 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. Hlelmy 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 006-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 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 #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department 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 #1.4-0903.02 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. Calculationsfor 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 Azcgust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A -'It/, d Aze==z elmy A. Maltir, 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 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (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 017-0227.15 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 (PER). E. MATERIAL CERTIFICATION 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 t -1 AST RFF P IGH STRENGTH PRECAST AND RESTRESSED CONCRETE LINTELS eaowrer alnlsco aoouaraaomae cam.fw "mdl tow FCC" ° E•'i Y.1 7 _i Z 12117 7:V:f11:1.1 R a t f.YiL YYiIJfI-SI lS1 all 7 at;CtiClaalliaa;,I:T r,-''-.+• fE3ixsl mlcFauca::.uasl VFi.[::7 Ll fr 0 6 C'lL1CF D ICIiVLll7r!(t 1it':,aA f!-Gl[ IllLl fill Dc:L'..'70LTi DtsG.7 f[]G![C=fG_Y t7 10 if/iiliYl®m f LSIt i l;•7 IiGI Mi.M%mCm rYrJJi!!!i l l mum—m a" PRECAST W/ 2" RECESS DOOR U—UNTEL DATA TABLE nu Nlo!IFUcigat,IA6RWAliuli'7 b1 17^ ri m"!Amrrm sun F"UA3 F3Cy pL; Fid'itWiE7 KlJ lL+:l T `F?'! VtFii'lE]QCJ 41L\ t r c a;r3a n=u E _l rta au:a r;a:_.f rf..v:x vcYL':J lF nn o OCSI Fri 1GJa1 L•T'S7 IJ J 'r' +1R,5'i'^1 VtY4 OCci Q V aSG'1 UG>•F1QY[•"s:f lllal• rf'1F.'^ll,l_'`'_C i 7Lyt GCI F1CSi C'SI T.jT:I EI!•[l>L`'' TTJrnIS ,''[Zr".+C,Q i 7L1 t1 Oil Cfii Ci"l1lTZll1[1• S:; r i..7 :T,4...:,i:1"`.^ G"i l MW CF f7— as w.am mt •r.a."I. isatw tatmI A Kf7Pa. SM CAGE FARRWA CK .roan 7.15 y 0yL #. I I Y 1 Ta7 rlwFl MV MMUTmtl a MMM FM rAMW INaCT.tt. a u FAMClm m cup.Wlr WK! km alma K aoaoal a 6=1 0 vffvm m mm nun CUKW W CiU_.c= ulna, as err y 1. gKme 9[4i a/aa Ga Afa A3I0 /i 0% S. wlo tR atma atraaa a almtva wo p Gala aYa w Ana Nth•l/ts alal aa aautonsf/a/C Lnf•IIC/auHala aaolalsNo mw m wa root oauw SMADaOO Ala A1/a m a sFptl a . a alal TIC Qwy aK alum a aIM Va a nKman /. • .Ka Es war mamla4taawfnatMoa1'. • .a.a m wa ALL g a aJ .aatltu w row"mat nmo lamcmILami[GA a aR71 lallaa. .. OLYM or oaaaf w K um It two a ma aaaaQT7 watt - a n . 4•• w aaalatam UKM somom an 6 4MYm vxom emmaIIp To SCOT u rmw 1m Mum" wmm ca" Flaw O E 0 : OM PARRNO [lr R . \ C .• SEiRiEii, FL =84 • FLP. E.M OAM l[ I CAST—CRETE 8" LINTEL FABRICATION DETAILS no c fi-ry I nena FnR A- PRPf:Arr R PAPATRF98m Ud-INTELS t s sr aQtt4' SAFE LOAO -POUNDS PER LINEAR FOOT TYPE LENGTH as tre-oltla-telent-to efl2-p a1e-4111 alt-n 4f70-04 anti -is ante a14-1e Nne-0e me-1e a3a ee a3:-le 3' 6' 42 PRECAST 2231 am 31n a1 3 far tat/ ism IOmI 300 46m 61L3 7N7 U74 103H Its" 4-0' (4el pRECST lose ant rnl 300 4t90 7m4 lW1 143J am t113 7N7 274N74 103i/ 1160i 8' (54 • PREI'AST 15po It" 2110 U31 3733 437t 5W0 42N 2169 4113 1113 750 01111 1 tm94 11m9 5-4' 64 PRtT/l4T7 1217 iNe sae If7f 2sf0 t23 bee 4:a 160 3m W65 I m7c. mld em iduab 5'-10' 7 PRE(Y15f 1042 11m InJ ml 2oro 2511 m69 Nib 1461 n22 4NO 1 7168071e1 3e f-6' (7D) PRg:AST 90B t23a 21 3m1 3707 43m sal 12U 2171 3410 5XI m66 et3n 7'-4' PRECAST 743 loll rm 2t32 3a--- I0111 Apt no 6pl8'-4' If27 PRECAST 01 Ile Ins 294 Nee7u124316432544Nm10-4'(1267P11EClST 47Sso ON 1 12A som w sou ISD M3 rn117'_4'(1367 PRECAST 362 6u flt Up less 2423Suto13" 1646 2423It4' 141q PRECASTe 337 540( 17J 1254 16% 21a3 gem St 540 e73 1 1254 194 2t6] 2ea5 I 3t81 13'-1'1 Pllit'AST 296 471 1JS 1074 WA Ime Imf gem Iif 7m 1 1073 Ins ISM 2314 21W 14' -0' IOn PRECAST 279 i43 700 1002 I= Ife7 2127 4a 70 10m urn ta7 eta 0 o 14'-e(176') PRESTRESSED RR 4a ml AIR Iw x1txrm1370IOUut] nn nu tf-4'(te4l PRmTRESsm NA m me xt 10 Mx Al to 7W71 lea 17u 2m6 232o au 17'-4'(2081 PRESTO NR Ifs sa 5l p 6, 0 Rs0 1n0P®R 16N top 19'-4'(232') PRESf ES D Ito. leg u al 133 f:6 75ib0 otm7 Isis Isis me 21'-4`(2551 PRESTRESS'EO NR IjOjta MR to MR An t 5p 6W U39 1414 22'-4I'(261' PR6Im m N.R. xe xx eatn Ilx leIm 316 570 764 1269 130 24-O'(28n Pam 9A IN 451 I4t Iq a 130 252S0 450 mt 1 tss ttm lm SAFE LATERAL LOADS FOR C Gm SAFE LOAD PLY LENI3TH TYPE 8U8 8F8 RCPU 3'-f (421• PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-f (541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 1 411 745 r-101(m PRECAST w 1 039 616 0-f (NJ PRECAST 507 721 490 1-6' (W) PRECAST 424 634 363 9 -4' (I 121 PRECAST 326 • 612 230 10'-6' (128') PRECAST 284 401 ISO 17-e(13e't'RECASI• 260 02 154 12'-O'(1441 PRECAST 244 402 137 IS-4'(ISol PRECAST 217 324 110 4-0'(1681 PRE>rAST 205 293 100 14'-8`(WSJPKMt = N.R. 2$4 91 15'-0(150) PRFSTRESSE'8 N.R. 258 83 17-4'(406I PRFSIRE.53ED N.R. 194 64 19'-4'(23n PRIESIRES990 N.R. 145 52 21'-4'(2561 PRFSTREiM N.R. 125 42 22-O'(2641PRESfRES5E8 HY. Ila 40 24'-9'(288') PRESIKOW N.R. 91 33 anti 1101 11rr 1 nand! VnR A- PRP_C09TR PRFS1rRF99E0 U.LNTEL8 m%44,w r2i1 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH aD-R 411-u a n au-n at0-tr awns afla-R IM-W a12/-IT en4s At -IT Gus C3T-1T 11%2-411' 3'-0' 4 PfiECASf21 me mo 4 4364 00 100 11 ISR 200 43N SW 4131 mt 4'-0' (40' PROGST I= I= 3W 3115 Wt 1363 230 30W 3ata OR SM f07e 4 -6' (b4•) PRH7AiT 1207 tam 2)al 3m sou 4111 6379 1107 20W 2707 3313 4043 4711 5M 6'-P ( 647 PRECAST lot# 111' RingSaw 3114 a 46n tole nu I n7t I 2m mm net 43n 6'-10'(70' PRECAST SOS tea/ 2513 i07 4135 2f5 1311 2W 1 n93 3107 3RD 4133 f-8' 081 PRECAST a 1+07 2J24 Mid 371ge s3 140/ ia0a I I= 2710 3231 3712 00] PRECAST T 1 1f21 tms tea! 3= 7O In4 IQ4 2m7 2426 ta27 N76 9'-4' (1127 PRECAST 651 111111g,1We 104 is 2W 1500 at 131e lea lam We t0'-6'(12e PRl7AST we elf Iles Nn 173a 2011to as 1160 Ion rM 2033 2341 11'-4'(136") PRECAST 1m7 1fl 1313 I7S7Nt. 607 INN 13n Itq 1a15 216712'-0' 144 PRECAST 430 A 12 II 13m ISe4( mo 24o 13m Im let ran13-4' IedlPRECASTI1 JOG 607 745 964 1143 1323 400 71q 1tS9 15 1 1667 me 14'-0' 1687 PRECAST 3e4 3=2 5p n4 SO 10 4 1220od 3 m IOm I= ise2 1407tA 14-Q (176j PRESTRf5SE0 m0 n2 as ne ot s 110 See 1 1510 1736 IS-4'(1841 PRESIRES teb 41e sn ep 761 12 sn 14t0 10» e 4 17'-4'(2061 PRISRE M0f12nbu w1119•-4•?327 P SfA Ns 4Q 347 IQ Lai 3 420 a73 et 2n 21'-4-(25n PRES 1RESSEO m7 3a e3 sp c 32 J73 97 n1 V S I22-0' 264' PRESTRESSED7 20 37f 4u 6W m0u3a513Imes3at 24'-O'(288 PRE37AESSfO IH f 26T 3i1 a 491 ae7 12/ Ne 4Ss tot 676 1) THE NUMBERS IN PAAOlIHE515 ARE PERCEIR R®UCTINIS TOR MADE 40 SEE COIERAL NOTE 110. 18 ON SHEET 3 OF 3. UIl T FRO AWED REM SEE GENERAL NOTE Na 4 ON SHEET 3 CA 3. ptstsOt7crte o rannucrH C PROOUcrMWI60the Ftmlda0NamingCodewith Aoeepunee Noll )ti 47 21 r. OIDo Xd j,% Dr'J fit aw, WCCAi UnTCC _ nWFrf S O: 3 4. M ei IN= Not YUW[AI IMUU.l r otvare — GEoML WE NO. 4 ON SHEET 3 OF 3. EN 9RW1JCral7nlao fO0e1N &WAIho mL - a .oL TE y CAAKIPARRM !6 Wj 4' 69Z4Cfl6T9 R ?,• BERM R. 82694 ,. F 4• FLALLIC.N0.447sB tyii 444` T—CRETE 8" LINTEL FABRICATION DETAILS N cA= fSRAV1T V 1 nAn9 FCR W1 PRFCASTw12" RECESS ObDR U4JNTELS oAsr *w" SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH eRllb elm AFI WrIK arm e16e-1e e[r1s W64-111 WWI 1d72-1 elrla-u IIr30 4'-4' (527 PRECAST 1635 I7/1 3155 3110 43W 3421 403 1667 1611 Sf99 5201 6a29 am 94A a 4'-e' (54') PRECAST 1494 I516 SI67 2912 3911 4249 5124 6904 I737 3W1 3101 Q031 a960 470 lam 5'-e' (65' PRECAST 8H6 a0 Im 1714 2V7 US 3402 3961 1187 20 4517 s369 ao M7 5311 5'-Id (701 PRECitiT 810 lsv 1400 2124 264• 3174 37ao 1113 27A 4141 cood Mom) am 6 -6' {1ip') PfECIISf 797 f01 1625 3110 I 1747 110 901 la7! 3110 a046 7915 9479/ 146 I 7-6' (90') PRE1Gl5T 669 7M 1490 2459 3770 6143 7231 ow 706 N10 245! 37f6 06 1 9' 0' (115 PRECAST Il 191 1666 21M 3129 4011 3146 F06 Q9 151a 2253 3122 4150 5691 8AFE LATML LOADS FIR a- 11ee1%eCT.4 7• t mnlgV nnm Ili 1NTM R Ca SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4\ (52' PRECAST 750 757 1164 4'-6' (54' PRECAST 694 693 1073 5'-6' (al PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-e (601 PRECAST 595 786 464 7'-6' (00 PRECAST 509 674 363 9'-S' (1161 ?MkST 370 490 214 SAFE UPLIFT LOADS FOR S" PRECASTwf 2" RECESS DOOR U.LINTELS • as>raeFa SAFE LOAD -POUNDS PER UNPARFOOT TYPE LENGTH ara-IT IO-1 8611- E8. 21 11tWW 8I370-11 loos-n asr\o- art4-aa22- If M- WX-a 4, ( im 23R 3751 4443 6140 ex t000 9362 3A1 4445 5110 4•-e (u9 PRECAST 6R t1o4 nn 3601 42n 00 5V M4 2V2 3[07 42" 410 5-0• (66' PRECAST m I im M34 33U 3911 173 Im Im U34 A62 3911 5,-10'(701 PKCAST ass Iwim 17 2t31 V7! a 3766 VA I= 1746 2M 27A 6'-6' (60') PRECAST 370 9P I I960 2411 P09 70 low I= IUD 24N 20 7'-tT' (90' PRECAST 506 74: q64' 116 2161 2b17 I606646IVA06321M2567 9'-r (116" PRECAST Rssi I221t64 1I560IonI3612016 n THE N1I mm N PARENTHW ARE PERCENT REMCIIONS FOR CRADE 40 1 SEE C1om NOTE I6 (h THE MWOUIS N PARIMNESTS ARE PFRC3]IT RGXCIRIRL4 FOR GM 40 R1E1D ADDED WAK SEE CEIM NOTE NO. 4 FIELD AHED R MR. SEE GDEVI NOTE NO. 4 Sim IQ tId m mudslyd dL s-1/2 bq mle1.. d mg ads Is woha TYPE DESIGNATION I:Io1ele rAI.Ot dQ - . C 1W1 •_ 4000 6i OM pOF - Rl1D UI / U . IIIIU20 u)mft d a W of Lid" a,, aw""`'tai.'°"..i..+'«ma SL)@ 5f $E12 BEt F r w- fio5a"uara na "AIDi M13i IQ 4 baa 0. 1 ffi Odi Oi. f.1Wla'O'irLLCes % r ., •. 4>. 6 M •a.•> ,• Id .f ,.d. fL`-• _ 8F16-18 /1 T y agy{11q J I L 239 Wr Td 11 m ul aaNa sw. 1.d ld bd W{OR J Wx vfdomlYC ffi a b IQ .r m.Od. Wd 60b at oa& m .I. bM Im M M.r 6 10 tlws If 1 IQ ra W bo10. •d dma IN ab bd 6•n ad bold» 40. wesi MP Q 16.d6. 64 aoM1 6.4 ad MA PYh 17) 3d. b.a r• .Iyaaq•a4 .!•.6b low, J. v II[ (1) m m Q t1. ab8r b psaWtMb hAeela On ppd o.6e0a fa IQ UN. b.41 6..r/ a r.Iod d.. w1*.,Hu M m0 004 /AID111 ' • ' • f r 1-1/[' tI All 1 t0 Do .dW .[ '. 2talic f-r y1d sa-u If, M r.•I bl.d b.oy 6. Iao aKla.d y' r fv/ t5: w6e6a 6 NA 6501 t6 atlrN aro•d.: Lfrr oFS[') db. Oa fdd Sb Qd'i8 ma. Q" dndl/{ a cACiLl Is" ad b.Irmeld !aooticFlctiaEx t." : '•'i '• 1«la hdbmb dd muGg W FkdM aAA'q 6h Se F7ufla •:1• , a,., amaM. Vl6meu r, 1. ~• Q 9r•o am oft a aq" Ao wow_iv ob -02.2 1+J 1300pei •. : 'r •- a. ,+ _ Q 0a 17 nbw ow b, 46&bW for b• 13 rdas • • • • • • of lead rAa1 OY Q •O.yd.1 IMd out c.* a`A a" adl rd D2 .1, if ' • • ' • ,. eW dn4aeed..lawatxaiuL4atgeaod W1 y 1IM FR Low ROOM EEajZ )}EZ ` y I • , PRODUCFRISVISGD 11 e dlm .ie6rltol mf+i•1 mlmml ol daad anj 6ofM •;; : ) ' E N . gto O i B the F7ard: at Im bw DoeImdaAalWINNOO Ia001f It) WIN iM ly b d 9IOab6obaWdI!. bM= . %W ar9r. 1/2• awntyp ,y K (3) rJ Fi'OAR W41ft awoC 44 CZ 1 U M th iPbdd. i•r' 0R/0 to OR60 A.apt...r -o e3Ilia :*' '> R fd410ao7 i f OZ aFF ;•• : CRAN4PAFFFOTTT00, iImoeb l6 w 88WffA FL 95514 .1 1717 DETAILS a. i.. _ 3 r --`` =/ iAbil. r. I . ::.y,•L 8" ' T •'"` 1\:• i:[ H7i77a_1 Waa'1471.;; _ _ _ WAWA[I _ CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: 1 8 - q 'Ro Documented Construction Value: S (P850 Job Address: -19 4 Say -n^ors: tom. LO' Historic District: Yes No F Parcel ID• Residential ©" Commercial Type of Work: New 0' Addition Alteration Repair Demo Change of Use Move Description of Work: tul+fo tn 5 r7e -- akca.)e iSCo' (,1 2- Plan Review Contact Person: _P1OLc, _,., ,-c»i- b, b s.e 1 r Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name 2 (C. i t +. Q( wu-l t Phone: +7_'3— Z Li" 3_ 3 Street: Ct -+01 8 a al% , c,.n t Fax: LI o-4 - ?J-Iy - -b City, State Zip: Or{ cv nck .- 6, 1117,ZNF State License No.: C(C 024). Name: ArchitectJEngineer Information 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 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 OBT kIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installatior has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru tion in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i 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 b found in the public records of this county, and there may be additional permits required from other governmental entities such as wat management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 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 requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittaTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with'local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valu 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 wi be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date 2z"k 3- Icy-e Print Contractor/Agent's Name l 2Ut v Signature of Notary -State or Florida Date u`= MY COWJSS ON f FF 121t'J<1: as EXPIRES: A/gust 25 2018 I / • f f J gi p' SaWad T1vu Ka Pdk Undem* Owner/Agent is Personally Known to Me or Contractor/Agent is V Person - 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: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 20 15 Permit Application r 9507 State Road 52 123 Miller Road :`t' , 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrleo, FL 33594 -. Orlando, FL32824 www.RJwely.com 727.863.5486 813-WI-0707 407-855-2636 State License 9 CF-0O2034 N.J. KI ELTY Page: 1 OF Proposal No: 717-13529 PLUMBING • HEATING COOLING Proposal Date: 7/26a017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Discovery - 2121 Lake Mary FL 32745 We Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum at: $6,850.00 Payment to be made as follows: 40°Yo Rough In 30% Top Out 30% Finish. NET 10 Days Al materials guaranteed to be as specified. Al work to be completed In a workmen like manner according to standard practices. Any alteration or deviation from specifications below InvoMng extra costa ' axe only upon written order;, and will become an extra charge over and above the estimate. Al aumements contingent upon strikes, a is a delays b nd our control Owner to ado, and other necessary Insurance. Our workers are fu covered by worker's compensation ranee. wrL` y AUTHORIZED SIGNATURE THIS PROPOSAL MAYBE WITHDRAWN IF NOT ACCEPTED IN 30 DAY We hereby submit specifca orates for Master Bath Up 1 shower Starting Accord 6ox34 Base 72270100 While With Wells And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up I Tub Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated I Lov By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath t Toilet Gerber Maxwell 21-9121.28 While Elongated i Lav Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen I Sink By Builder I Faucet Moen Integra 67315 Chrome I Disposal ISE Badger V With Cord t Ieemaker Une With Recessed Box t Dishwasher Hook Up utilities t Washer Box Yes 2 Hose Bibs Yes i Water Heater 50 Gallon Electric NOTE. Badkfiling Included For Sewer & Water Only (Stab BackfilMg By Others) Backitow Preventers Included EXCLUSIONS NO Pkamil Fees included Water Piping In: CPVC 40' Sewer Allowance; Additional 812 per toot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJI) - Notice of Lien Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - The above prices, spedfirstions and condlions 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 tees court tests in the event of legal action. A monthly servos charge of 1 12% will be added after 30 days. Any sower taps deeper than 4-1112 feet or requires baclkhoe or dawalering will be an extra charge. SIGNED' CZ DATE OF ACCEPTANCE d PAGE 2• kJ Branch: Hudson Last Edel By. Last Edit Dale: 7/272017 CITY OF IRM JW SkNFORD Fill[ DFPAIITMFNT Building & Fire Prevention Division PERMIT APPLICATION lyApplicationNo• 170 Documented Construction Value: S 45,000 Job Address: 3848 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0240 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property?: No Contractor Information Name Brandon Gibbs Street: 146 West Plant Street, Ste. 240 Phone: 407-630-0119 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company: Address: n/a Phone: Fax: E-mail: Mortgage Lender: n/a Address: EC 13008106 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 Shell be Inscribed with the date of application and the code to effect as of that date: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be. additional restrictions applicable to this property that may beandtheremaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswaterfoundinthepublicrecordsofthiscounty, management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rcgtiiretncnts of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of submittal. A copy of the executed contract is requiredfpermobatthetimetructionvalueofthe in order to calculate a plan review charge dbased on the will be current ICCredthetValuationTbleineffecttthe ated cons,time the Perm! is issued, The actual construction value will be figuredaccordancewithlocalordinance. 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 info umtiinformation and is accurzoninate and that all work will be done in compliance with all applicable laws regulating Signature of Oamer/Agent Date Print owrmfAgent's Name Signature of Notary.State of Florida Date sz Signature of Contractor/Ageat au` s. ancao>1 bhs NPrintContractor/Agent's Name Signature of No of Florida at I Known to Me or Contractor/Agent is X Personally Known to Me or Owner/Agent is Personally Kno 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: Min. Occupancy Load: # of Stories: Total Sq Ft of Bldg:_ New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COmNXNTS: Permit Application Revised: January 1, 2019 CITY OF i's SkNFORD 1*1R11 DEPARTMENT 0 Building & Fire Prevention Division v PERMIT APPLICATION Application No: Documented Construction Value: S 45,000 Job Address: 3848 Saltmarsh Loop Historic District: Yes[]No Parcel ID: 17-20-31-502-0000-0240 Residential Commercial Type of Work: New ] AdditionE] Alterations Repair Demo Change of Use Move Description ofWork: Electrical wiring, 150 .amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone:407-630-0119 Fag: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property?: No Contractor Information Name Brandon Gibbs Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: Phone: 407-630-0119 Fag: State License No.: EC 13008106 Architect/Engineer Information Phone: Fag: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rcgtiirements of Florida Lien Law, FS 713. of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredTheCityofSanfordrequirespaymentewPtisissuedininordertocalculateaplanreviewcharge d based on the current ICC estimatedlion T bleconstructtin effect t the on value of the , time the perati ob at the time of submittal. a . The actual construction value will be figur off the executed contract exceed the actual construction value, accordance with local ordinance. Should calculated charges figuredcreditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER'S AFFIDAVIT: I certify that all of the foreggoing infinformation and accuratecurazonina and that all work will be done in compliance with all applicable laws regulating Signature of owner/Agent Dau Print ovmer/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID e Signature of Conti-todAgeat ate ' .. o. tncaun tbhs Print Contractor/Agent's Name of Florida ate °' Signature of No t ; ontractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas El Roof Occupancy Use: Flood Zone: Construction Type: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_._ New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinlder Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMN ENTS: Permit Application Revised; January 1, 2019 CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: /g-gtq Lp Documented Construction Value: S 5240.00 Job Address: 3848 Saltmarsh Loop Historic District: Yes NoD Parcel ID: 17-20-31-502-0000-0240 Residential Commercial Type of Work: New[Z] Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC new construction equipment and duct work. Carrier 3.0 Ton system with a 5 kw heater. Plan Review Contact Person: Connie Kulp Title: Exec Admin Phone: 407-886-3729 Fax: 407-886-7580 Email: connie@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 / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-886-7580 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 ArchitectiEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 60 Edition (2017) Florida Building Code Revised: Jaamry 1, 2018 Permit Application 0 - r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Ageni s Name Signature of Notary -State of Florida Date ter+ Notary VuMio state of Florida, Connie Lee Kulpp c My Commnslort W ta5M wja EVres ttu201MI Owner/Agent is Personally Known to Me or Contractor/Agent is ersonally Known to Me or Produced I Type of ID Produced I Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: COMMENTS: ENGINEERING: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application WORK ORDER Job #: 34691 1dS9Rl Date: 1 /26/2018 Subdivision I Phase I Bid I VU Blk BILL TO: Stark ht Homes - AWH Lot / Sub: Wyndham Preserve 1 1 10241 3848 Saltmarsh LoopADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Model/Bid : 2121 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-41 Oa A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace F84CNP036LOO Job Phone: 4077301311 Heater or Coil CE2401 CO5 Heater or Coil Date Requested: CU-1 CH14NBO3600G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU Location - Permit Information: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Yalsomol7 Qty I Builder calls inspection: Yes Zone Kit #1 ZDl EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 408.28 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 ZD6 Wass Damper #2 ZD7 PO Numbers Qty Yes No Qty, Yes No Grs.Stamped SO. 17 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.98 24.95 Rou hin 2 565.00 30.75 461.1804-Installation Labor 06-Piping Labor 7.25 123.25 Trim 2 565.00 14-Kitchen Vent Trim 1,293.2702-Material/Tax 0 1 -Equipment/Tax 1,482.48 Per 110.00 110.0009-Permit/Other 1.45 18.22011-Delivery Labor 20-Pull Material Labor 1 2.89 36.43 Total Contract: 5 240.00 2.50 42.5012-Startu Labor FORM R406-2617 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 24 - 2121 UR Builder Name: Starlight Homes Street: 3848 Saltmersh Loop Permit Office: Seminole County City, Stale, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2379.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior "' R=13,0 1236.00 ft' 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior c. Frame - Wood. Adjacent R=4.1 912.33 R' 4. Number of Bedrooms 4 d. N/A R=13.0 231.00 ft' R= R' 5. Is this a worst case? No 10. Ceiling Types (1264.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1264.00 ft' 6. Conditioned floor area above grade (ft') 2121 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R- ft' 7. Windows(191.4 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft" 6 424.2 a. U-Factor: Dbl, U=0.34 150.42 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems k8tu/hr Efficiencyd. U-Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0,258 14. Hot water systems 8. Floor Types (1264.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 853.00 R' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 411.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.090 Total Proposed Modified Loads: 62.16 PASSTotalBaselineLoads: 63.99 I hereby certify that the plans and specifications covered by Review of the plans and HC Sr'A p, this calculation are in compliance with the Florida Energy specifications covered by this OF p Code. calculation indicates compliance with the Florida Energy Code. n;„:N...,Y°; PREPAR D BY: _ Before construction is completed M3 aDATE:; this building will be inspected for o V Iro a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. Cp with the Florida Energy Code. WE¢ Va OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 1/22/2018 8:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 sg t/ , C-4(el /8 5;o ll-COUNTY 1TING GLABORATOREES. INC. 31 S. Main SL BVinter Garden FL 34787 407- 656-9656 PROJECT NO• ORDER NO: FL, REPORT NO: REPORT OF r IT-- FIAM QEMr Y TWTS CONTRACTOR CJ ,— •, , Il / REPORTED TO: LOCATION: t, ic I • MATERIAL: G, _ J DATE TESTED: -' 1 PROCTOR SPECIwCATION: OPTIMM MOISTURE: I ZCo MAMMUM DRY DENSITY: LOCATION DEPPA DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE avcm S um eu. n. Ibs a. n. MAX DENSITY PERCRNT SPECIFIC PURPOSE SURVEY FORMBOARD) 1 10.0 0 a 1 0 I O O 1 LOT 24 ^ 10.0 e O ' AREA = g i 4,11 S.F.11 m WYNDHAM PRESERVE za' II LOT 24 m2 e P8 81. PG 93) c cto a W 014 Noll el do C ZZ o9OmC m LOT 23 NS NORTH BOUNDARY OF LOT 2 STORY RESIDENCE 3848 SALTMARSH LOOP FORMBOARD FFE-- 30.66 os---------------------- 120. 00' S89'40'51 '1 1 I LOT 25 Y 1 3> C y 1 • . 7 .] . Lst m Building Setbacks Setbacks: Per construction plane for 1YYNDHAM1 PRESERVE'• City of Sanford. Seminole County, Florida. Front a 25' Rear 20' Side 5' s LEGEND:ADUSSO-Access/Ominage/UU11ties/Sidewlk or / Sight Distance Easement PRM- Permanent Ref. Monument PCP- Parmanent Control Paint FP& L -Florida Power & tight FFE - Finish Floor Elevation Water Meter Book Do -Water Valve P. B. -Plat Back Fire Hydrant Pg.- Papa Reg -Reclaimed Water Meter Elev.- eavauen ACDd-Radalmed Water Volvo Cone. - Concrete Cable Box BP Brick Power Telephone Box SW - Sidewalk m-Electric Box FFE Finished Floor Elevation Polo Cl - Curb Inlet Utility GuyPoloGTI- Grate Top Inlet Light Pala P. U.E. -Public Utility Easement F -Guy Anchor RCP_ Reinforced Cone. Pipe OU--Owerhaod UWities PVC - Polyvinyl Chloride 0 -Storm Sewer Manhole NCS - No Comer Set (Foam In Water) 0 -Sanitary Sower Manhole SF - Square Feet Squarepore -Electric Handhole O. U.E.Easement coo -Clean Out FMGO- MAC NN & DISK XVDC-Irrigation Central Valve PA. - Parker Kolon Noll f -Sign SIR - Set 1/2' Iron Rod L87760 wba-Gate water Valve SPKO - Set P.K. k Disk L87768 EI Gas Motor Fill 1/2' Iron Rod La7768 rrR-Exloting Credo FIP- Found 1/2' Iron Pipe L87768 d-Blow-oft Valve FPKO - Found P.K. Nail & Disk L87768 •--Drainage Flow OL FCM- Found 4'x4' Concrete inn-Preee,..d n..:.,,, 3 W 9X y W DIIVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR' S NOTES: I. Current title Information on the subject property had not been furnished to GeoPOkd Survaying. Inc. at the time of this plot Plan. 2. Roads, walls, and other similar items ahown hereon were taken from engineortng plans and are subject to survey. 3. eevations shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERMAL DATUM OF 1629 (MOD29). 4. Proposed grades k finished floor elevations shown heron an from the construction plan for "WYNDHAM PRESERVE*. City of Sanford Seminole County. Florida. 5. This Specific Purpose Survey Is for the Mention and elevation of the formboards only (THIS IS NOT A BOUNDARY SURVEIL i II 40' 51' E o U N Q N a rz N o. y4So C y I a WQ2a g J ui a BUQ. DRdG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and Immediately advise GeoPOint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR: ASHTON WOODS FLOOD ZONE: - The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 1212712-0765H. in Flood Zone Y DESCRIPTION: LOT 24 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 Tills certifies that a survey of the hereon described property Mai land lsy Place, Suite 1139 was made under my supervision and meats the Standards of fv181tlentl, FL 32751 Practice sat forth by 3, Board of Professional Phone: (321) 270-0440 Surveyors k Mappers,Ip` '42 Florida Administrative Fax: (813) 248-2268 code. punwantab 11W mnn ®1iVartalo Statutes. Licensed Business No. LB 7768 bar '• 0 GeoPoin't Surveying, Inc. J es 0. •LaKillerP`.' o LS6915 Drown: RCA Chocked:JOl P.C.: Data rile:Bdaadmt tal OAPROfE5510tW,WfVEYORFbt i10. ._.........._... NOT VALID WITHOUT JdRO THE ORIGINAL Date:06/21/18 Dwg:abosrmt-iAm Order No.: - WSED S 0 A 1N U R MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field 8k: -+