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2419 Waxwing Way 18-992; NEW SFH (2)
I I FEB 2 2 2018 } pf-z CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' _ G 12Q Documented Construction Value: $ati Job Address: xus %C 5 LX)Q,, . Z SLti, T-t_ Historic District: Yes No Parcel ID: 17-20-31-502-0000-1 t alo O Wyndham Preserve Lot 1 toU 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? : 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 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code 1 Revised: June 30, 2015 Permit Application 3 0 IS"-• ---- ni . T. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water. management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. a0- Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Pnnt Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of N tateShWfflMa Date NOTARY PUBLI STATE OF FLORIDA Comm# GG113111 E 19Expires 612112021 Owner/ Agent is Personally Known to Me or Contractor/Agent is V rePersonallyKnown to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical @ Mechanical®' Plumbing[' Gas[] Roof Construction Type:_ V6 Occupancy Use: 123 Flood Zone: )c-150 Total Sq Ft of Bldg: 27139 Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps LSD Plumbing - # of Fixtures 17 Fire Sprinkler Permit: Yes No [ # of Heads APPROVALS: ZONING 3 )3 UTILITIES: ENGINEERING: vwq- 3 A-M5FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. y(o .5 "la 2260 Magellan - S , C4 L. Fire Alarm Permit: Yes NoE WASTE WATER: BUILDING: 15F 3• )J-19 Revised: June 30, 2015 __ _ _ _ _ Permit Application U-_1 < <" CITY OF SANFORD BUILDING & FIRE PREVENTION FEB 2 2 2018 PERMIT APPLICATION Application No: 6 Documented Construction Value: S 3i 1 $ Job Address: a 1-19 n x u i n. g,. , n 4-cir- F L Historic District: Yes No Parcel ID: 17-20-31-502-0000-1 Loto p Wyndham Preserve Lot 1 toLD Residential ® Commercial T-ype-ofWork.—Nev-rR-AdditioB-E]--Ajteratiaos-Repalr emo B—C ange of useEl8 Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mange[ Title: Permit Coordinator Phone: 407-708-0161 .Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : 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 0 State License No.: CGC1522347 Arch itect/Eng !nee r Information Name: Mulhem & Kufp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fag: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO_MM ENCEMENT. 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, webs, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required,from other governmental entities such as water. management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID a0-1 Signature of Contractor/Agent Date Robert Wllets Print Contractor/Agent's Name JignatureOYN RatcbWMaly""7-14 Date NOTARY PUBLI r s: S STATE OF FLORIDA 1.= Comm# GG113111 E9Expires 6/21/2021 Contractor/ Agent is V rePersonallyKnown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Mechanical Plumbing Gas Roof Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: IX FY WASTE WATER: WI - I'mBUILDING: Revised: June.30,2015_._.___ . _. _ ____. __... _,_ _,. _PennitApplication r 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: 2419 waxwing way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1660 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O 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: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-992 Reviewed by: Michael Cash, CFM Date: March 1, 2018 1 1, 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y FL1877- Landscaping in Right -of -Way www.sanfordn.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 construction over-100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Calteeforeyoud4 1. Project Location/Address: 2. Proposed Activity: X Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Walkway Completion Date Other. Emergency Repairs This application is itted by: Property. Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@stadighthomes.com Date: 2,•ad— l 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 installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read pnouRderstand the above statement and by signing this application I agree to its terms. Signature: Date: _'R a $ This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions:. November 2015 Official Use Only Fee: Date: Date: Date: Date: s— t — 019 Date: ROW Use Driveway pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: l v y ylnm y eseyve- Project Address: a-} 1 °1 1.1 j x W W Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. 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. rnl lR.zt 2c Print me of Owner/Tenant Signature Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Pri N e of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Oft &5iev-6-00j_ Print Name of El. Contractor llignature of El. Contractor EG ao03 Q % El. Contractor License # CALLED INTO: o Progress Energy Florida Power and Light on Rev. 02/10/15) LINUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1— 1S - t $ 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): EY The specific permit and application for work located at: a, 9 gxwifin LA3!L,., -, F 3a-1'3 t Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Vlfillets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day of 200, by Robert Willets who is ersonally knownt to me or o who has produced as identification and who did (did not) take an oath. Shayne Mangel Signature r NOTARY PUBLIC a M40F FLORIDA '-Ia44r'P W Comm# GG113111 Print or a name s yCEIExpires6/21/2021 Notary Public - State of _ Commission No. My Commission Expires: Rev. 08. 12) RECORD COPY 11 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and .ProfeF?sional,Regulation - Residential Performance Method Project Name: Lot 166 - 2260 SL Builder Name: Starlight Homes Street: 2419 Waxwing Way Permit Office: S in4ole County City, State, Zip: Sanford , FL , 32773 n' Permit Number: 1 8 - 9 9 2 nSANOwner. }t.- Jurisdiction: 6gfr Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft2 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 R' 6. Conditioned floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (1`12) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqR.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U-Factor: Dbl, U=0.34 150.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A R' 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 gallons 8. Floor Types (1324.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 64.76 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and TliE STAT this calculation are in compliance with the Florida Energy specifications covered by this 1+ 0 ; Code. calculation indicates compliance with the Florida Energy Code. u„„7 - „ `O PREPARED BY: Before construction is completed n DATE: / ` (-I this building will be inspected for compliance with Section 553.908 I'1'I ao I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ) Code. COp wE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 3• Z2- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 166 - 2260 SL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: —2260 - Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 166 Wyndham 2419 Waxwing Way Seminole Sanford , FL. 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 2 Floor 1 Floor 2 1002 9318.6 Yes 5 1258 10189.8 No 0 1 3 1 Yes 1 Yes Yes Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 2 Raised Floor Floor 2 ____ _-_ 3 Floor over Garage Floor 2 ____ 1002 ft° 47 ft° 275 ft' 0 19 0 0 0 0 0 0 1 1 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Hip Composition shingles 1481 ft° 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 1/19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented)., Floor 2 - •30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below rnt To WaIL=yp Space a_Value Ft In Ft In Area ELValue-ErgWjon Ahsor rra c 1 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None .39 3 6 10 20.5 ft' 2 N Wood Floor 1 None .39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft Din None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 S 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 ft' 411 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/19/2018 4:04 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1,. Electric Heat Pump/.o • 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 SelPnl Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply — Location R-Value Area Return -- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 452 ft= Floor 2 113 ft2 Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin j ]]Jan Feb Mar Heating [X] Jan JXJFeb C Mar Ventin [ ]] Jan Feb [X Mar f X Ceiling Fans: A r Ma X Jun X Jul X Aug Apr f May Jun 4 Jul AugApr [ May Jun [ Jul Au SefSepSe X Oct Nov Oct X Nov Oct [X Nov DecfX Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 PM 80 AM 78 PM 78 AM 66 PM 68 AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Healing System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 2419 Waxwing Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1324.00 ft2 2260 b. N/A R= ft2 Area c. N/A R= ft2 150.00 ft' 11. Ducts R ft2 a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 41.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 36.0 SEER:14.00 ft' 1.000 ft. 0.258 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft2 b. Floor over Garage R=19.0 275.00 ft2 c. other (see details) R= 47.00 ft= 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. I Builder Signature:% Date: Address of New Home: t City/FL Zip: kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat 04-VHE STgp O.n t9 .i i_e_ 60 we Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR'BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 166 - 2260 SL Builder Name: Starlight Homes Street: 2419 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind omomna and wirano. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or cemlinos- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1 /19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 166 - 2260 SL Builder Name: Starlight Homes Street: 2419 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Q. 04 T14E S7.44 DD WC•' 1/19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 166 - 2260 SL Builder Name: Starlight Homes Street: 2419 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct 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 2260 House Duct Total Conditioned Floor Area) System Qn,out)' LeakageL Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: F-1HE STgl O 812 1/19/2018 4:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone, 407-886-3729 Email: GRenner®energyair.com Web: www.energyair.com Fo r: Notes: Lot 166 - 2260 SL, Starlight Homes 2419 Waxwing Way, Sanford, FL 32773 Weather: Orlando Executive AP, FL, US Job: Starlight -Wyndham Date: 6/16/2017 By: Plan: 2260 S Magellan Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17353 Btuh Ducts 3222 Btuh Central vent (47 cfm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21894 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2310 2310 Volume (ft') 20003 20003 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 137 70 Heating 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 = 34 OF Backup: 8.2 HSPF 33800 Btuh @ 47°F 28 OF 1105 cfm 0.054 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 15751 Btuh Ducts 5921 Btuh Central vent (47 cfm) 900 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 22572 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 1244 Btuh Central vent (47 cfm) 1382 Btuh Outside air Equipment latent load 5699 Btuh Equipment Total Load (Sen+Lat) 28271 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary 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 1105 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.80 Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 P 2018 Jan 19 1 age I ACCA ... S ecific\ Page p Wyndham Preserve\Lot 166 - 2260 SL.rup Calc = tvUB Front Door faces: N wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner@energyair.com Web. www.energyair.com Fo r: Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Lot 166 - 2260 SL, Starlight Homes 2419 Waxwing Way, Sanford, FL 32773 Sensible gain: 22572 Btuh Latent gain: 5699 Btuh Total gain: 28271 Btuh Estimated airflow: 1105 cfm Manufacturer's Performance Data at Actual Design Conditions Job: Starlight -Wyndham Date: 6116/2017 By: Plan: 2260 S Magellan Entering coil DB: 78.3°F Entering coil WB: 64.4°F Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh 106% of load Latent capacity: 6713 Btuh 118% of load Total capacity: 30674 Btuh 109% of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 21894 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 154% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 73% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 68.2°F Capacity balance: 34 OF Economic balance:-99 OF 201 &Jan-19 16:01:14 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCP.... Specific\Wyndham Preserve\Lot 166 - 2260 SL.rup Calc = IVU8 Front Door faces: N Duct System Summary Job: Starlight -Wyndham wrightsoft• Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886 3729 Email: GRenner®energyair.com Web. www.energyair.com For: Lot 166 - 2260 SL, Starlight Homes 2419 Waxwing Way, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm 206 ft 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 Bath 2 c 135 6 7 0.162 4.0 OX 0 VIFx 27.8 145.0 st1 Bed 4 c 1528 75 78 0.185 6.0 OX 0 VIFX 21.5 130.0 st2 Bed2-A h 1865 100 86 0.162 7.0 Ox 0 VIFx 32.6 140.0 SO Foyer -A h 3062 164 88 0.175 8.0 Ox 0 VIFx 19.6 140.0 SO Laun c 846 4 43 0.268 4.0 Ox 0 VIFx 9.3 95.0 Loft c 2720 125 139 0.284 7.0 Ox0 VIFx 3.5 95.0 bat c 213 5 11 0.186 4.0 Ox0 VIFx 20.3 130.0 st2 bra c 1528 74 78 0.183 6.0 Ox0 VIFx 22.7 130.0 st2 kit -ram h 3684 198 197 0.136 9.0 Ox 0 VIFx 41.0 165.0 st3 kit -fam-A h 3684 198 197 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 m ba c 441 20 22 0.241 4.0 OXO VIFx 16.0 100.0 m br c 2136 94 109 0.245 6.0 Ox 0 VIFx 14.4 100.0 VAC c 508 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 vnc3 c 83 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 vAc4 c 403 18 21 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 666 574 0.136 623 14.0 0 x 0 VinlFlx st2 Peak AVF 196 217 0.172 492 9.0 0 x 0 VinlFlx st3 Peak AVF 396 394 0.136 504 12.0 0 x 0 VinlFlx st1 Bold/italic values have been manually overridden 2018-Jan-19 16:01:14 wrightsoft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCk ...Specific\Wyndham Preserve\Lot 166 - 2260 SL.rup Calc = W8 Front Door faces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening_(i,n) Duct Matl Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx wrightsoft• Right -Suite® Universal 2017 17.0.28 RSU02534 ACCA ...Specific\Wyndham Preserve\Lot 166 - 2260 SL.rup Calc = MJ8 Front Door faces: N 2018-Jan-19 16:01:14 Page 2 V VTW Job M Starlight - Wyndham Performed for: Lot 166 - 2260 SL 2419 Waxwing "by Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL. 32810 Phone: 407-886-3729 wwwenergyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 16:01:27 m Preserve\Lot 166 - 2260 SL.nip N 1 i cls2 level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br 10x6 109 cfm 8 x 4 8 x 4 22 cfm 43 ct 6" m ba Laun 1'VTR O F TR t26 In hall4 W is 18 x 8 Loft 24x18 12x6 139 dm 1105 cfm Sup Rise 4„ \ /7;14„ 4' bat 9„ 1'VTR 4" 6° 10x6 4 78drn 14x6' rn wic br3 iC 21 cfm Bed 4 G o1 VTR 7 CFM Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = VC)" Performed for: Page 2 Lot 166 - 2260 SL 5401 Energy Air, Ct RightSuiteO Universal 2017 2419 Waxwing Way Orlando, FL 32810 17. 0.28 RSU02534 Sanford, FL 32773 2018-Jan-19 16:01:27 Phone: 407-886-3729 ...m Preserve\Lot 166 - 2260 SL.rup wwwenergyair. com GRenner@energyair.com 0( Aj -21a V712 z o z lD Ua4 Sit 311 q 3 14 P O N a) a 4) toP Joy a) c GO c_ ?I fn 0 in 0 J3 DEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 166 FB 81, PG 93) Bnffdlfng Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT = 4,400 SQ.FT. LIVING AREA= 1,002 SQ.FT. GARAGE 411 SQ.FT. ENTRY 48 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO 100 SQ.FT. WALKWAY = 75 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= t's•6% SOD = 2,352 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 = 5,400 SQ. . DRIVEWAY = 516 SQ.FT. SIDEWALK = 275 SQ.FT. SOD 2,478 SQ.FT. WYNDHAM PRESERVE - LOT 166 PLOT PLAN SAL TMARSH LOOP 50' RIGHT-OF-WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89'40'51 " W 606.15' A_ PCP CENTER PCP LINE Ln 2' CONC CURB EDGE OF PAVEMENT PROPOSED -7 PROPOSED 5' o APRON o /_CONC SIDEWALK j 40'001 ?. s 10'UTILITY N a EASEMENT (P) N --ai-- ---------- cn 0 ac iV a p N F 16.0' 6.0- JPORC 6.0; 20.7 PROPOSED CONC WALK PROPOSED 1 STORY RESIDENCE w n 2419 WAXWING t` g WAY LOT 167 2260 MAGELLAN t5 ELEVATION - S 0 GARAGE - LEFT 0 FFE= 30.7 O6.01, 28.0 5.0' z QAgZ o PAD - Log0 LOT 166 AREA = J 1 4,400 S.F. t i 40" 00 S89'40'511W LOT 171 BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PEP —Pool Equipment LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed Business BFP—Backflow Preventer Sight Distance Easement S —Survey PRM—Permanent Ref. Monument R Reported PCP —Permanent Control Point D —Description FP&L —Florida Power & Light P —Plat FFE —Flnish Floor Elevation D.B.—Deed Book 10—Water Meter O.R.—Official Records Book D4—Water Valve P.B.—Plat Book Zr—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Cone. —Concrete Cable Box BP —Brick Paver M—Telephone Box SW —Sidewalk m —Electric Box FFE—Finished Floor Elevation 0-Utility Pole CI —Curb Inlet Guy Pole GTI —Grate Top Inlet P.U.E.—Public U'lity Easement Light Pole Guy Anchor RCP —Reinforced Cone. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS —No Comer Set (Falls in Water) m —Sanitary Sewer Manhole SF —Square Feet EN1Ho —Electric Handhole D.U.E. —Drainage/Utility Easement Coo —Clean Out FMGD—MAG NAIL & DISK XVD4—Irrigation Control Valve P.K.—Parker Kalon Nail lo—Sign SIR —Set 1/2" Iron Rod LB7768 WD4—Gate Water Valve SPKD —Set P.K. & Disk LB7768 Gas Meter FIR —Found 1/2" Iron Rod LB7768 11 —Existing Grade FlP—Found 1/2" Iron Pipe LB7768 a —Blow —off Valve FPKD—Found RIC Nail & Disk LB7768 -—Drainage Flow Direction FCM—Found 4"x4" Concrete Proposed Design Grade Monument? PRM L87778 fNntA- Some items in above leaen 0. As—Built/Existingq Grodflg may not be aoo-liCoble) Descriation I Date I Dwn.lCk'd I P.C.IOrder No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) a PLO ONLY LAMcZ:.oO 6915 C:_J Z O h LOT 165 O Ok to construct single family home with setbacks and impervious area shown on plan. y(o. 5'lo ;r.V, Zoo O t • \o,ge.11aY1 _ S CAL_ PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone A" DESCRIPTION: LOT 166, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. 1 es LS6915 Drawn: MTP I Checked: JDL imP.C.: Data File:BrnEa st-Plat ORIDA PROFESSIONAUS ,Redo,MAPPER NO . .................. NOT VAUD WiTHOuT,THESIGNATURE AND THE ORIGINAL Date:01/24/18 Dwg:erismnEmt-tottee Order No.: ^ Wn cFAi nF A n nRinA i ir.FNgFn g11RVFY0R ANn MAPPFR I SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r-- RECORD COPY PALLMIERIW =ELECTRIC Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 I. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE 1 3.50 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD If. GENERAL LOADS (NEC 2014 - 220.82(B)(1) - (41) CONNECTED LOAD 6.30 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft sty KVA Rating 2 1.5 SMALL APPLIANCE CIRCUITS 1 1.5 LAUNDRY CIRCUIT 1 5 DRYER CIRCUIT 5 STACK WASHERIDRYER 1 4.5 WATER HEATER (1) 4.5 WATER HEATER (2) 1 1.2 DISHWASHER ' g_ 9 9 2 It 1 0.8 DISPOSAL(!) 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) IST 10 KVA (GENERAL LOADS) @ 100% REMAINDER (GENERAL LOADS) @ 40% SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)l HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD (NEC 2014 - 220.82(A MINIMUM SERVICE SIZE v)LDIA10 SANFORD OFpA RiN c1 13.97 KVA 6.30 KVA 4.99 KVA 11.29 KVA 6.78 KVA Total KVA 3.00 KVA 1.50 KVA 5.00 KVA 4.50 KVA 1.20 KVA 0.80 KVA 12.00 KVA 2.50 KVA 37.28 KVA 10.00 KVA 10.91 KVA 20.91 KVA 11.29 KVA 20.91 KVA 32.20 KVA 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150rAmp Electrical, Diagram 0 150 Amp Mains 120V,/ 240V Typical 150.Amp 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 Z----------........ Concrete Encased Electrode 8 . 99 OLDiNc SANFORD Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek REC°'Dcopy RE: WP0166 - WP0166 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Project Name: WPO166 Model: 2260 Tampa, FL 33610-4115 Lot/Block: 166 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 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 I Date I No. I Seal# I Truss Name Date 1 T12949805 1 Al 1/12/18 118 1 T12949822 1 EN2 1/12/18 12 IT 12949806 1 A2 1 1 /12/18 119 T1 2949823 1 HJ7 1 1 /12/18 1 13 I T12949807 I A3 1 1/12/18 120 I T12949824 I V3 1 1/12/18 14 I T12949808 I A4 1 1/12/18 121 1 T12949825 1 V5 1 1/12/18 1 15 I T12949809 I A5 1 1/12/18 1 1 16 1 T12949810 1 A6 1 1/12/18 17 I T12949811 J A7G 1 1 /12/18 18 1T12949812I B1GE 1 1/12/18 19 1 T12949813 1 E12 1 1/12/18 110 1 T12949814 1 B3 1 1/12/18 11 I T12949815 1 B4 1 1 /12/18 112 1 T12949816 1 CJ1 1 1/12/18 113 1 T12949817 1 CJ3 1 1/12/18 114 1 T12949818 1 CJ5 1 1/12/18 115 I T12949819 J EJ7 1 1/12/18 116 I T12949820 J EJ7G 1 1/12/18 117 1T12949821 1 EN1GE 1 1/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 18-992 e LD1 c SANFORD PQU I N' yON8 • Wco, 68182 Ir O• STATE OF i s 0 N A ` 00 691' aq In Velez PE No. 68182 e USA, Inc. Ft. Cert 6834 ParkeEast Blvd. Tampa Ft. 33610 January 12,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type r Oty Ply 66WPO166IJobo' A1G Hip Girder 1 1T12949805 Reference o Clonal Builders Firstbource, I ampa, Plant crry, Florida 33566 a.1Ju s bep it) 2011 Mt I ex Industries, inc. Fit Jan iz 12:orgo zuio rage I I D:75SJeCOByOW 21 tGV r5nBLly96Pw-ruw29zRm Iwcg7as8lcPhVANoM91pOaf KbatU_Ozw5HJ 1-0-0 3-9-14 7.0.0 11-8-9 16-3.7 21-0-0 24-2-2 28-0-0 29.0.0 1-0 0 3 9 14 3-2.2 4-8-9 I 4-6.13 4-8-9 3 2-2 3 9-14 1.0 0 Scale = 1-48.9 5x8 = 2x4 11 I 3x8 = 4x6 = 5.00 F12 4 18 19 5 20 21 6 22 23 7 3x4 i r 3x4 3 I 8 2"iq rb r 2 I 10Iti o Sx8 = 17 16 24 25 15 26 to 27 13 28 29 12 11 5x8 = 2x4 II 3x4 = 5x8 = 4z10 MT20HS — 2x4 II 3x8 = 2x4 II 3-9-14 7-0 0 11-8-9 16 3.7 21-0-0 2g-2.2 28-0-0 3-9.14 3.2-2 41Z 14-6 13 4-8-9 322 3 9-14 Plate Offsets (X Y)-- 12:0-2-5,Edgel, 14:0-5-4,0-2-41, 19:0-2-5,Edge1 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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(TL) 0.79 13-15 >422 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(fL) 0.22 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 141 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2'Except' 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=2106/0-3-8, 9=2106/0-3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4669/1511, 3-4=-4546/1537, 4-5=-5409/1845, 5.6=-5409/1845, 6- 7-8=-4547/1536, 8-9=-4668/1511 BOT CHORD 2-17=-1362/4227, 16-17=-1362/4227, 15-16=-1344/4207, 13-15=-1756 12.13=-1756/5409, 11-12=-1344/4226, 9-11=-1344/4226 WEBS 4-16=-80/583, 4-15= 482/1464, 5-15=-526/322, 6-13=0/383, 6-12=-14 7-12=-310/1282 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. 5/1452, 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; BCD13.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 I3) 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 688 lb uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 206 lb up at 7.0-0. 111 lb down and 110 lb up at 9-0-12, 111 lb down and 110 lb up at 11-0-12, 111 lb down and 110 lb up at 13-0-12, 111 lb down and 110 lb up at 14-11-4, 111 lb down and 110 lb up at 16-11-4, and 111 lb down and 110 lb up at 18-11-4, and 211 lb down and 206 lb up at 21-0-0 on top chord, and 339 lb down and 112 lb up at 7-0-0, 85 lb down at 9-0-12, 85 Ito down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 14.11-4, 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 339 lb down and 112 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front I F) or back (B). LOAD CASE(S) Standard Q WARNING -Verify design paramofery and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M9.7473 mv. laT312015 BEFORE USE Design valid for use only wllh Mllek® connectors. ltls design Is t-xits,xd only upon parameters shown- dnd Is for an 61dlvkktal building component, not a hus system. Before use. the building dO51gr1Cr must verity the apfAtcabllty of design pararnoters and property Incorp oiato this design Into the overall building design. Brach Indicated Is to prevent buckling of Individual truss web and/or chord rnemtiers only. Additional temporary and permanent bracing WOW Is always regrlred for stability and to prevent collapse with possible personal Inhay and property daltago. ra general guldaico regarding the fobttcatlom storage, delivery, erection arxd bracing of trusses and fRISS systems, seoANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FLSafelyinformationavallalblefromlrttsPlateInslltule. 218 N. Lee Street. Suite 312, Aiexandda, VA 22314. 33610 Job Truss Truss Type Oty Ply WP0166 T12949805 WPO166 A1G Hip Girder 1 1 Job Reference o Clonal Builders FirstSollrce, Tampa, Plant Gity, Florida 33566 I 6.13V s aep 15 zul / MI I eK Inausines, Inc. t-n Jan iz lz.b/:90 zuiu rage z I D:75SJeCQ8yQW 2ilGVr5nBLly96Pw-ruw29zRmlwcg7as81cPhVANoM91pOaf KbatU_Ozw5HJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-164(F) 7=-164(F) 16=-339(F) 12— 339(F) 18=-111(F) 19=-111(F) 20— 111(F) 21=-111(F) 22=-111(F) 23=-111(F) 24=-61(F) 25= 61(F) 26=-61(F) 27_ 61(F) 28=-61(F)29=-61(F) Q WARNING- Verfry desgn paramafore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov. I& M/2015 BEFORE USE Design valid lot use only with Miiek® connectors. This design Is based only ulon parameters shown. End Is lot an hWlvidrwl b kAdtng component. not a Russ system. Before use, the building designer must verity the ap rAlcablilty of design patanetors arid building design. ®acing Indicated Is to prevent buckling of individual Into web and/or Chad membieis pfoperly Incoipoicute this design Into the overall only. AdditiorxA temporary and permanent txactrnN M iTek' Is always required for statAlty and to txevent collatze with possa)le peisonal"and property damage. for general guidance regarding the lab catlom stofcvje. delivery, erection and bracing of KISSeS and truss systems. SOeANSI/TPI I Ouollty,Cdtrrrla. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from buss Rate Institute. 218 N. Lee Street. Sudte 312. Alexanndrkl, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0166 T12949806 W PO 166 A2 Hip 1 1 Job Reference (optional) Builders FirstSource, Taenpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:47 2018 Page 1 ID:75SJeCQ8yQW2itGVr5nBLly96Pw-J4UQMJRP3DkX11RKsJxw2Nv5fY6slAW UpEc2XSzw5Hl 1-0.0, 5-8-11 9.0.0 14-0-0 I 19.0.0 22.3.5 28-0-0 29-0A 1-0-0 5-e-11 3.3.5 SO-0 5-0-0 3-3.5 5-8-11 '1-0.0 4x6 = 3x4 = 5 46 = Scale = 1:48.9 6 3x6 = 14 46 = IV 3x6 = 3x8 = 3x8 = 9-0-0 10.0.0 9-0-0 Plate Offsets (X Y)-- (2:0-3.0 Edge) (8:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) 0.17 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) 0.48 10-12 >699 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.10 8 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=58(LC 12) Max Uplift 2=-278(LC 8), 8= 278(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1265, 3-4=-1846/1103, 4-5=-1681/1057, 5-6=-1681/1057, 6-7=-1846/1103, 7-8— 2104/1265 BOT CHORD 2-12=-1052/1894, 10-12=-979/1877, 8-10=-1061/1894 WEBS 3.12=-282/313, 4-12=-254/508, 5-12=-342/220, 5.10=-342/220, 6-10=-254/508, 7-10=-282/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord Ilve 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 278 lb uplift at joint 2 and 278 lb uplift at joint 8. Q WARNING - Verffy dorlyn parvnoforr and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI04473 rev. IaV312015 BEFORE USE Deslgrl valid for Ilse only with MileM connectors. ]his design Is based only upon pmarnefers shown, and Is for art Individual Wilding cormponenl, not a truss system. Below use. the building designer must verity the aWicatAlty of design pmarneters and rxopeny tncorpotate this design Into the overall txNding design. Bracing Irxlkaled Is to budding of Individual Inrss web and/or chord members only. Additional temporary and peirnanent bracing MiTek' Ixevent Is always required for stability and to pxovenf collapse wllh possible personal k ny and Ixoperty damage. For general guidance regarding the 6904 Parke East BlvdraW.atlon, storage, delivery, erection oral Lxacing of tnrsses and Inrss systems. seeANSI/TPi I quality Criteria, DSB-89 and BCSI Building Component Tempe. FL 33610SafetyInformationavallablefromlnrssPlateInstihde, 218 N. Lee Street- Sulto 312, Alexandria. VA 22314 Job Truss Truss Type Oty Ply WPO166 T12949807 W PO166 A3 Hip 2 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:48 2018 Page 1 ID:75SJeCO8yOW2itGVr5nBLly96Pw-nG2oafS 1 gXsONtOX01 S9abSGhyYOUaCd2uMb3vzw5HH 1.0.0 5.2.3 11-0-0 17-0-0 22-9-13 28.0.0 29.0.0 1.0.0 5.2.3 5.9.13 6-0-0 5-9-13 5 2-3 1-0 0 5x8 = 4x6 = Scale = 1:48.9 6 3x6 = w le IV If 3x6 = 2x4 II 3x4 = 3x4 — 3x8 = 2x4 II 11-0-0 17-0-0 22-9-13 28-0-0 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 FBC2014fTP12007 CSI. TC 050 BC 0.55 WB 0.42 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) -0.11 12 >999 240 Vert(fL) -0.28 12-13 >999 180 Horz(TL) 0.10 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 7=1087/0-3-8 Max Horz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2213/1314, 3-4=-1669/1033, 4.5=-1492/1016, 5-6— 1670/1033, 6-7=-2213/1314 BOT CHORD 2-13=-1105/1986, 12-13=-1105/1986, 10-12=-718/1492, 9.10=-1118/1985, 7-9=-1118/1985 WEBS 3-12=-542/429, 4-12=-115/372, 5-10=-114/372, 6-10=-541/429 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 2 and 2731b uplift at joint 7. 0 WARNING - 11011ry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7479 rov. 1010IMlS BEFORE USE Design valid (of use only with Mllek® connectors. This design is based only upon paianeters shown. and Is for an Individual building component. not a truss system. Before use. the bdkdng designer must verity tine applicability of design p-f ameters and properly l ncaporate this design Into the overall b ulidIng design. tiacting Indicated Is to prevent bucking of Individual truss web and/or chord members only. Acklillorwl temporary and permanent brcring MiTek' Is always neguiied la stability and to piovent collapse with possible poisoned Injury and proiorty danago. For general guidance regarding the fablcalkxn. storage. delivery. eieclion and tracing of trusses and Mtn systems seeANSI/TPt I Cuallty Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallaNe from Truss Plate InstiRtte. 218 N. Lee Street- Suite 312. Alexandria, VA 22314 Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0166 T12949808 W PO166 A4 Hip 2 1 Job Reference (optional) Builders FirstSource, Tarnpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:49 2018 Page 1 ID:75SJeCOByOW2itGVr5nBL1y96Pw-FTcBn?Tfbr_F_t bjzkz07o?OZMr8D?omHY5BbLzw5HG 1-0-0 7-7-12 13-0-0 15.0-0 , 20.4.4 28.0.0 29-0-0, 1.0-0 7-7-12 54-4 2.f}0 54.4 7.7.12 '1-0.0' 4x6 = 4x6 = Scale = 1:48.9 o> j6 3x6 = ii 1Z 1u u 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 REACTIONS. (lb/size) 2=1087/0-3-8, 7=1087/0-3-8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7=-286(LC 13) 3x4 = 3x4 = 3x4 = 2x4 II CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.68 Vert(LL) 0.13 7-9 >999 240 MT20 244/190 BC 0.75 Vert(TL) -0.34 2-13 >990 160 WB 0.52 Horz(TL) 0.10 7 n/a n/a Matrix-SH Weight: 132 lb FT = 2095 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5.13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/1243, 3-4=-1466/971, 4.5=-1297/945, 5-6=-1466/971, 6-7=-2075/1243 BOT CHORD 2-13=-1011/1840, 12-13=-1011/1840, 10-12=-598/1297, 9-10— 1018/1840, 7.9=-1018/1840 WEBS 3-13=0/300, 3-12=-678/494, 4-12=-223/378, 5-10=-223/378, 6-10=-678/494, 6.9=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 lb uplift at joint 7. Q WARNING - Verily dosign pammafors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev. I V=15 BEFORE USE. Design valid for use only with Mllek®conrwctors. This design Is based only upon Ixxianeters shown, and Is tot an Ildlvidual building component, not a truss system Before use. the bdiding designer must vetly the applicability of design pmarneleis and pxolxay Incorporate this design Into the overall building design. Braclug indicated Is to buckiing of Individual fnrss web and/or chord members oily. Addlflonal ternporary and permanent txacing M iTek' prevent Is always reputed for stability and to lxevenl collcpse Win possible personal Wy and Ixoperty damage. For general guidance iegardIng the 6904 Parke East Blvdtabrlcatklristorage. deilvery, eiectlon and lxaclng of tnrses and trim systems, seeANSI/TPI I Quality Criteria, DS"9 and BCSI Building Component Tampa. FL 33610SoletyInformationavailablefromlrussRateInstitute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0166 T12949808 W PO166 A5 Common 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:49 2018 Page 1 ID:75SJeC08yOW2itGVr5nBLly96Pw-FTcBn?Tfbr F_lbjzkzO7o?08Mo8D2lmHY58bLzw5HG 1-0-0, 6-9-3 14.0.0 21.2.13 28.0.0 29.0.0, 1-0.0 6.9.3 7.2-13 7-2-13 6-9.3 1-0.0 11 5.00 j 12 4x6 = Scale: 1/4'=1' 3x6 = 3x4 = 3x6 = 30 = 3x6 = jo Plate Offsets (X,Y)-- (2:0-0-6,Edge) (4:0-3-0,Edgel, (6:0-3-0,Edgel, 18:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.22 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(rL) -0.61 2-12 >543 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 123 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=87(LC 16) Max Uplift 2=-292(LC 12), 8=-292(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2078/132113-5=-1777/1148, 5-7=-1777/1147, 7-8=-2078/1321 BOT CHORD 2-12=-1102/1873, 10-12=-570/1221, 8-10=-1109/1873 WEBS 5-10_ 327/598, 7-10=-435/466, 5.12=-327/598, 3-12— 435/466 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=3.0psI; h=151t; Cat. II; Exp C, Encl., GCpi= 0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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 292 lb uplift at joint 2 and 292 lb uplift at joint 8. 0 WARNING- Verf/y design peremoters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MD-7473 rev. fOD3,2015 BEFORE USE. Design valid for use only with MBek9connectors. lhls design Is based only upon paramelers shown. and Is for an IndMdual building component. not a ouss system. Before use. the building designer must verify the applicab0lty, of design poramefers and piop erty Incorporate this design Into the overall building design. Bracing Indicated Is to prevent tuuckiing of Individual truss web and/or chard members only. Addlllonal lemporary and permanent tracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and puopLriy damage. rot general guidance regarding the fabrication, storage, delivery, erection and bracing of Inrsses and pass systems, seeANSi/1`PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Informallon ovdloble from lrus Nate institute, 218 N. Lee Street- Stite 312, Alexandria. VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply WP0166 T12949810 WPO166 A6 Roof Special 1 1 Job Reference (optional) Builders FirslSource, Tafnpa, Plant City, Florida 33566 6.5.14 1-0-0' 5.5.14 7-1-15 1-8-1 4x6 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:50 2018 Page 1 10:75SJeCQ8y0 W 2ilGV r5n BLly96Pw-If9Z?LU HM866c BAvXSUdfOXVnmesyTW wVC ri7nzw5H F 19.0.0 22.3.5 28-0-0 29-0-a 7.4.0 3.3.5 5-8-11 1.0-0' 54x6 = 4x6 = Scale = 1:49.7 3x6 = 1a rc _ 1v 3x6 = 2x4 II 3x8 = 4x6 3x8 = 28-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CS1. TC 0.91 BC 0.91 WB 0.49 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(fL) -0.45 Horz(TL) 0.10 loc) Vdefl Ud 8-10 >999 240 8-10 >744 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-268(LC 12), 8=-318(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2091/1233, 3-4=-1711/1086, 4.5=-1700/1114, 5.6=-1699/1085, 6-7=-1858/1127, 7-8=-2097/1271 BOT CHORD 2-13=-1004/1857, 12-13=-1004/1857, 10-12— 957/1837, 8-10=-1066/1887 WEBS 6-10=-172/461, 7-10=-249/282, 4.12=-855/1293, 5-12=-932/679, 3-12=-466/385 NOTES- 1) Unbalanced rool live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extefior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 268 lb uplift at joint 2 and 318 lb uplift at joint 8. Q WARNING- Verify design paramerenr rind READ NOTES ON THIS AND INCL UDED MREK REFERANCE PAGE M0.7473 rev. 1 &032015 BEFORE USE. Design valid for use only with Milek® connectors. This design 5 based only upon paramefers shown. and Is for an Individual building component, not a IRM systern. Before use. Ito [wilding designer must verity the aprxkbabllity of design patainefers and properly Incorporate Ihls design Into the overall building design. ®acing Indicated Is to buckling Individual truss web and/or chord members only. Addlltorol temporary and permanent bracing M iTek' prevent of is always required Ion stability and to prevent coliapae with possible personal today and property damage. For general guidance tegadkQ the 6904 Parke East Blvdfabilcallon. storage. delivery. erection and bracing of tnises and truss systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavcliabtefromtrussRateInstltule, 218 N. Lee Street,StA1e 312, Alexan dda, VA 22314 Job Truss Truss Type City Ply 0166 T12949811 WP0166 A7G Roof Special Girder 1 1 Reference (optional) Builders FirslSource, Tiimpa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ek Industries, Inc. Fri Jan 12 12:57:51 2018 rage 1 I D:75SJeC08y0 W 2itGVr5nBLly96Pw-CrjxChUv7SEzE L16597sC D4k7Aciho33ksaFg Ezw5H E r1-0-0 6-11-1 10.4-0 13.8.0 17-2-4 21.0.0 23-9-13 28.0.1 9.0-q 1-0-o 6.11-1 3.4-15 3-4.0 3-6-4 3.9.12 2-9-13 4.2.3 1.0-0 4x6 = Scale = 1:50.8 tg 3x6 = 16 16 I 1z 11 3x12 MT20HS 2x4 11 Sx8 = 4x10 MT20HS = 3xe = 7x10 = 2x4 II 17-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.26 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.59 13-15 >561 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1554/0-3-8, 9=2469/0-3-8 Max Harz 2=66(LC 12) Max Uplift 2=-425(LC 8). 9=-770(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 3312/875, 3-4=-2948/863, 4.5=-2932/849, 5-6=-5068/1562, 6-7=-5069/1562, 7-8=-5548/1744, 8-9=-5623/1734 BOT CHORD 2-16=-783/2987, 15-16=-783/2987, 13-15=-1275/4610, 12-13=-1535/5202, 11-12=-1544/5140. 9-11=-1544/5140 WEBS 3-15_ 422/218, 4-15=-585/2068, 5-15=-2551/851, 5-13=-285/710, 7-13=-484/610, 7-12=-602/1986 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 2 and 770 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 21-0-0 on top chord, and 1518 lb down and 476 lb up at 20-9-8, and 278 lb down and 114 lb up at 21-0-0 on bottom chord. The desigrVselection 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) Vert: 7=-53(B) 12— 1796(B) 0 ~NWG - Verify de dgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,19.7473 ray. l0iD32a15 BEFORE USE. Design valid for vise only with ivillo D connectors. this design Is based only upon paamoters shown. and Is for an IndlVldual Wilding component. not a truss system. Before use, the building designer i nust verify the applicability of design pararnoters and rxoperly incorporate this design Into the overall brfldrng design. Bracing Indicated Is to buckllrl0 of Individual Inass web and/or chord members only. Addllional lern Wary and permanent btaclW Welk' prevent Is always required tot stability and to Ixeveni collapse with possible peisorld Inluay and rxoperly damage. For general guidance regarding the 6904 Parke East Blvd. labrlcallom stoKW, delivery, etection and bracing of misses and truss systems, seeANSI/IPI I Quality Criteria, DSB-69 and SCSI Building Component Tampa. FL 33610SafetyInformationavallabiefrombussPlateInstitute. 218 N. lee Stroet.Srdte 312, Alexandrka. VA 22314. Job Truss Truss Type Oty Ply WP0166 T72949812 WP0166 B1GE Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource, Tdmpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:52 2018 Page 1 ID:75SJeC08yOW 2ilGVr5nBLly96Pw-g2HJPOVXumMgsVKlfIW 5IRd2IZ2gOU2DzW KpCgzw5HD 1.0.0 10.4.0 20-8.0 _ 1-0-0 10.4.0 10.4-0 Scale = 1:36.1 4x6 = 16 3x4 — 22 21 20 19 18 17 16 15 14 13 3x4 — 3x4 = 20-8-0 20-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Verl(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Verl(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2014lf P12007 Matrix-SH Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. Ib) - Max Horz 2=72(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 19, 20, 21, 22, 16, 15, 14, 13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl 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 100lb uplift at joint(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12, 2. Q WARNING - Vorlfy design paaamotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 mv. 1OW12015 BEFORE USE vald for Erse only with Mllek®connecfors. This design Is based only upon parvkh parametersshown, and Is for an Indifal b ulidtflg component. not MR ahusssystem. Bolofe use, Iho building designet roust verity Bo arAAlcab0lfy of design paramofers and properly hoorpoiate this design Into Ito overall building design. Bracing Indicated is to rxevent buckling of Individual tots web aril/or chord members only. Additional fernporary aryl permanent txacfng MiTek' Is always iect lied for stab0ily and to prevent cdlquo wllh possible personal hlpay and rxoperty damage. For general guidance regaIIdng the Iabdcatlofx storage, delivery. eiection aryl Lracfng of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallablo from tram Rafe Insllhite. 218 N. Lee Street, Suite 312. Nexarddda. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0166 T12949813 W PO 166 B2 Common 1 1 Job Reference (optional) Builders FirglSource, Tatnpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:53 2018 Page 1 I D:75SJeCO8y0 W 2itGV rSnBLly96Pw-8ErhdM W 9f 3VhTevUCa 1 KHe98BzFr9vN MCA3Mk6zw5HC 1-0-0 5.1.9 10.4-0 15.6.7 20.8.0 1-0-0 5-1-9 5.2-7 5.2-7 5.1.9 Scale = 1:34.9 4x6 = 10 3x6 = 3x4 = 30 = 30 = 3x6 = 7-4-9 13.3-7 20-8-0 7.4.9 5.10.14 7-4-9 Plate Offsets (X,Y)-- (3:0-0-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Harz 2=72(LC 12) Max Uplift 6=-197(LC 13). 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1501/956, 3-4=-1282/832, 4.5=-1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1347, 7-9=-435/901, 6-7=-830/1374 WEBS 4-7=-242/435, 5-7=-326/347, 4-9=-225/415, 3.9=-309/333 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.Opsh h=151t; Cat. 11; Exp C, Encl., GCpi=0.18, MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0I=1b) 6=197, 2=223. 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MO7e73 mv. 10MI2015 BEFORE USE. Design valid tot use only with MBek® connectors. ]his design Is based only upon parameters shown- and Is for an Individual building component, not o Irrsa system. Before use. the building designer must verify the applicabulty of design parameters and properly l icorpoialo this design Into the ovetall building design. Biacing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always reed lot stabBlty and to lxovenl coblq>se with possUe pefsond Inpay and poperty damage nor general gulda co regarding the fabxlcallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-e9 and BCSI Bullding Component 6904 Parke East Blvd. Safety information draftable tiom truss [late institute, 218 N. Lee Street. Srdte 312, Adexanxdria. VA 22314 Taarpa. FL 33610 , Job Truss Truss Type Oty Ply W P0166 T12949814IWP016663Common11 Job Reference (optional) Builders FirslSource, Talnpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57.54 2018 Page 1 I D:75SJeCOSyO W 2itGVr5nBLly96Pw-cOP4giXoONdY5oUhmHZZgsiJxNb4uMd W OgpvGYzw5HB 1.0.0 5-1-8 10.4.0 15-6.8 20-8-0 _ 1 0-0-0 5-1-8 5-2-8 5-2.8 5.1.8 Scale = 1:34.9 4x6 = g 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 7-4-9 13-3-7 20-8-0 7-4-9 5-10-14 7-4-9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Verl(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc pudins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2= 223(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1502/957, 3-4=-1282/831, 4-5=-1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1348, 7-9— 435/901, 6-7=-831/1374 WEBS 4.7=-242/435, 5-7=-326/348, 4-9=-224/415, 3-9=-309/334 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 Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed lot 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 6=197, 2=223. Q WARNING - Verily design peremete a and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev. IM3*01S BEFORE USE. Design valld for use only wlfh Mllek® connectors. this design Is based only upon parameters shown. and Is for an Individual bul ding cornponent. not MRatrusssysternBeforouse, tho txtilrllrng designer must verify the al3llcab0ly of design trararnofers and ptopcnly I ncorpoiale this design Into the overall txAdng design. Bracing Indicated Is to prevent budding of In dWkdrtal truss web aril/or chord members orgy. Additional temporary and permanent bracing M iTek' is always required for stability and to Ixevenl collapse wllh possible personal injury and property damage. For general guidance regarding the IabrIcalkNL storage, delivery, enocflon and lxaclng of tntsses and Intss systems, seeANSI/FPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromtrussPlateInstikrie. 218 N. lee Street, Sulfe 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply WPO166 T12949815 W PO 166 84 Common 1 1 Job Reference (optional) Builders FirStSource, Tatmpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57:55 2018 Page 1 I D:75SJeCOByOW 2itGV rSnBLly96Pw-4dzS22YQAhl PIy2tK?4oM3FUhnxJdpsf fUZTp?zw5HA 1.0-0 5-1-8 10.4-0 15.6.8 20-8-0 1-0-0 5-1-8 5-2-8 -- 5.2.8 5.1.8 Scale = 1 34.9 4x6 = g LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 7.0 Lumber DOL 1.25 BC 0.57 BCLL 0.0 Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2014fTP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0.3-8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/957, 3-4=-1282/831, 4-5= 1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1348, 7-9=-435/901, 6.7=-831/1374 WEBS 4-7=-242/435, 5-7=-326/348, 4-9=-224/415, 3-9=-309/334 DEFL. In (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.08 6-7 >999 240 MT20 244/190 Vert(TL) -0.24 6-7 >999 180 Holz(TL) 0.05 6 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-11 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. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=197. 2=223. Q WARNING - Verily das/gn pamnotem and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE M11-7473 rov. I&V312015 BEFORE USE. Design valld for Use only with Mlle 9 connectors. This design Is based only upon poiameters shown. and Is for an Inclivlclual bxilding component, not MRahisssystem. Before use, tho building designer must verity the applicability of design parameters aryl proWily Incoq>ofate this design Into Iho overall brAcling design. Bracing (ndicalod Is to prevent buckling of IndlvWrwl truss web aryl/or chord members orgy. Adclltlonal temporary and permanent tracing WOW Is always regrAied for stability and to Ixevenl collcq)se wllh possible personal triply and property, damage. For general guidance regarding the fatxk:atkat, storage, delivery, erection and bracing of trusses and truss syslems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Loss Rate trtstrute. 218 N. Lee Street. StAte 312, Afexcrndda. VA 22314. Tempe. FL 33610 Job Truss Truss Type Oty Ply W P0166 T12949816 WP0166 CJ1 Jack -Open 6 1 Job Reference o tional Builders FirsTSource, Tampa, Plant City, Florida 33566 8.13U s Sep 15 2017 MI I eK lnauslries, Inc. Fri Jan i2 12:57:55 20l8 rage I ID:75SJeCO8yOW 2itGV r5nBLly96Pw-4dzS22Y0AhIPjy2tK14oM3FZUn32drRtf UZTp?zw5HA 1-0-0 1.0.0 1-0-0 1.0.0 Scale = 1:6.5 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 5 lb FT = 2045 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=-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 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 040 3) This truss has been designed for a 10.0 pst 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 Wit fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. Q WARNING - Vortly dosign parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 mv. raswmr5 BEFORE USE. Design valW for use only with Mllek®conrleclors. this design is rased only upon parameters shown, and Is la an Individual building component. not a truss system. Before use, the building designer must verify the opoicaWlty of design paameterss and properly Incorporate this design Into 90 overall building design. Racing indicated Is to prevent txtekfing of In dNWuat fnts web aril/or chord members only Additional temporary and permanont bracing M iTek' Is always required la stab911y and to prevent coilcpse wllh possible personrb Injury and Ixoperly damage. for general guldalce regarding the labxicatIm storage. delivery. erecflon and Lxacing of tntsses and tnts systems, seeANSI/1PI I Quality Criteria, DS8-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lnss Plate InstiRtte, 218 N. Lee Street Stille 312. Alexanddo, VA 22314. Tonga. FL 33610 Job Truss Truss Type Oty Ply W P0166 T12949817 W PO 166 CJ3 Jack -Open 6 1 bJoReference (optional) Builders RisitSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1 ID: 75SJeC08yOW 2i lGVr5nBLly96Pw-YpXgFOY2x_tF K6d3uib 1 vH nkkB02mlhou8lOLRzw5H9 1- 0-3-0-0 1- 0-00 3-0.0 Scale = 1:10.8 20 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12). 2=-63(LC 8) Max Grav 3=63(LC 1). 2=178(LC 1). 4=56(LC 3) FORCES. ( lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a five toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev. 14101.2015 BEFORE USE Design valid for use only with MllekO connectors this design Is lxssed only upon pancanefers shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design pararneleis and Ixoperiy Incorporate this design Into the overall building design. Brachg Indicated Is to prevent buckling of Indlvkkal truss web aril/or chard members only. Additional temporary and permanent bracng WOW Is always regtJred lot stallilty and to prevent collapse with poss011e personal Infray and property damage. For general guidance tegaiding the tabrlcatim storage, delivery, eieclkxi and txacktg of tenses and truss systems, seeANSIPPII Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tanya. FL 33610 SafetyInformationavailablehornRunsPlateInstittite. 218 N. Lee Street, Stille 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WPO166 T12949818 WPO166 CJ5 Jack -Open 6 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12.57:56 2018 Page 1 ID:75SJeC08yOW2itGVr5n8Lly96Pw-YpXgFOY2x tFK6d3uiblvHnfdBL?Mlhou810LRzw5H9 1-0-0 5-0.0 1-40 5-0.0 2x4 = LOADING (pst) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2014fTP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. (Ib/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12). 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.9 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(TL) -0.08 2-4 >727 180 Horz(TL) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 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 Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING - Verity desgn penmoton and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M*7473 rov. 1"3,2015 BEFORE USE Design vali l for use only with MI lek®connecfors. Thisdesign Is based only upon lxsamelers shown. and Is for m indIvldual building component, not a Truss system. Before use, the IxAlcflrig designer roust verity the applicability of design parameters and ixopoify tricorpoiafe this design Into the overall building design Bracing Indicated Is to prevent buckling of Irxli Lid inns web and/a chord members only AdcAliorol temporary and permanent txacing WOW Is cbways rogdied la stabilityand to lxevent coligxe with lloss011e personal trilby and Ixoperty damage For general guidance regarding the lobticaflon. storage, delivery, erec[lan and bracing of huses and fnrss systems secANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke Eesi Blvd. Safety Information available from Russ Rate Institute. 218 N. Lee Streel. Suffe 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0166 T12949819 WP0166 EJ7 Jack -Open 6 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57,57 2018 Page 1 I D:75SJeC08y0W 2itGVrSnBLly96Pw-0?SCTkZgil?6yGC FR06GSUKmJadf5lxy6o2attzw5HB 1-0-0 7.0.0 1-0-0 7-0-0 Sale=1.18.8 3x6 = 7-0-0 700 Plate Offsets (X,Y)-- (2:0-0.2,Edgel LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 2-4 >688 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.26 2-4 >308 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 23 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3= 1 65/Mechanical, 2=318/0.3.8, 4=8 1 /Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Ot=lb) 3=104. Q WARNING - Verity design psrsmetam snd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. I&DZW I S BEFORE USE Design valld for use only with MlleM connectors. This design Is based only upon pxnamelers shown. and Is for an individual building component, not a truss system. Before use. the building designer must verity the aWicat>DIry of design parametea and properly Incorporate this design Into the overall Is to rs NF bracingbLAIsrxelngtemporaryding MiTek alwways rectulied for stability nteddto p event edkyevent with possiblerparsonal Inpn and p 4openy damage r general guidncregarding the lobd-olion, storage, delivery, erection and bracing of trusses and tnrs systems. seeANSI/TPI I Quality Criteria. DSB-69 and 6CSI aullding Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N. Lee street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WPO166 EJ7G Jack -Open Girder 1 G 0166T12949820 Reference (optional) Builders FirStSource, I ampa, Nfant Glty, hforlaa 33bbb o. i a onN r v cv I! inn. on n,vuau,w, ,.— .. va...., ..... __'. ' -0- I D:75SJeCOByO W 2ilGVr5nBLly96Pw-UCeag4a1Tc7zaOnS?7dV_is_Z_YgBw5LSn7PKzw5H7 3-8-2 7.0.0 3.8.2 3.3-14 2x4 11 2x4 11 Scale = 1.21.1 Plate Offsets (X Y)-- 11.0-3-1 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 1-3 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.26 1-3 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 63 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (lb/size) 1=1167/0-3-8, 3=1538/Mechanical Max Harz 1=106(LC 23) Max Uplift 1=-31O(LC 8), 3= 456(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows, 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 5) This truss has been designed for a 10.0 psi bottom chord five load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1=310, 3=456. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 217 lb up at 2-0-12, and 735 lb down and 217 lb up at 4-0-12, and 737 lb down and 215 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 (lb) Vert: 4_ 735(F) 5=-735(F) 6=-737(F) 0 WARNING. Verify design psn ofonr and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIF7473 rev. IM3,2015 BEFORE USE. Design valid for use only with Milek® connectors. This design is based only upon paramelers shown. and Is (of an hWlv1cWd building comlwnent. not a truss system. Before use. the rwildlryj designer must verify the oppllcablilty of design parameters and pfoperly Incorporate This design Into tho overall building design. Bracing Indicated Is to prevent twckting of IrKlMdral terra web and/or chord members only. Additional temporary and pennanent tracing M iTek' Is always regUned for stability and to prevent cdtgzse with possible personal Infury and property damago. For general guldc- ce regarding Iho falrlcallom storage, delivery. erection and bracing of Innsses and truss systems seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallal-le from Iniss Hate institute. 218 N. Loe Street. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0166 T12949821 WP0166 EN1GE GABLE 2 1 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:58 2018 Page 1 ID:dZIYOHLaatAtc_8cUS?Fa5z4Ssg-UCeag4alTc7zaOnS?7dV_is4s 53gBJ5LSn7PKzw5H7 1.0.0 2-10-0 4.10.0 6-10-0 1-0-0 2.10.0 2-0-0 2-0-0 Scale = 1:15.6 2x4 II 5 2x4 = 2x4 II 2x4 II 2x4 II 2-10-0 2-10-0 4.10-0 610-0 2-0-0 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No 2 except end verticals. WEBS 2x4 SP No 3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x4 SP No.2 REACTIONS. All bearings 6-10-0. lb) - Max Horz 2=92(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8 Q WARNING -Verify dasipn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI}7473 mv. tag.WO15 BEFORE USE Design valid for use only with MIIek® connectors This design Is lased only upon parameters shown. and Is for an Individual building component. not a truss systern. &:lord use. the IUIWIng designer must vedty thealcatAity of design paramoterss andpoperty incorporate this design Into the ovoaatl buOdlrg design. Bracing Indicated Is to prevent buckling of Individual truss web anal/or chord members oNy. Additional temporary and permanent blactrg WOW Is always requited for stability and to prevent collapse with possible personal lnfuay and property danage. For general guidance regarding the fatxIcatkwL storage, delivery• erection and bracing of Intmes and truss systems, seeALNSI/TPI I Quality Criteria, DSB-89 and SCSI building Component 6904 Parke East Blvd. Safety Information available from lntss Rate instlhale. 218 N. Lee Street, Stnite 312, Alexandria, VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply W P0166 T12949822 W P0166 E N2 Monopitch 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:59 2018 Page 1 ID:dZtYOHLaatAtc 8cUS?Fa5z4Ss9-zOCzlQbwEvFgBZMeZr8kXvP5aOlyZeRFa6Xgymzw5H6 1.0-0 6.6.8 6-10-q 1-0-0 6.6-8 '0-3-8 Scare = 1.16.3 2x4 11 3 2x4 = 4 20 11 6-10-0 6-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 2-4 >780 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0 24 2-4 >312 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 25 lb FT = 2096 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=228/Mechanical, 2=315/0-8-0 Max Horz 2=92(LC 9) Max Uplift 4=-76(LC 12), 2=-140(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=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 Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 2=140. Q WARNING - Vorlly deslpin pammeters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M6T177 mv. 1411d012015 BEFORE USE. Design vaild for use only with Milek®connoctors. lids design Is based only upon parameters shown, and Is lot an individual Wilding component. not MR, a huss systmn. Before use. the Ixdlding designer must verity tine applkatAlly of design parameters and pxolorty Incorporate this design Into the overall tending design. ®acing Indicated Is to prevent buckling of IndNkhxil truss web and/of chord members only. Additional temporary and permanent txacing M iTek' Is always required lot statAlty and to pxovent collapse with possible personal hnfray and property damage. For general guidance regarding the fabitcalbn, storage. delivery, erection and lxaclng of trusses and truss systems. seeANSI/TPI1 Cuatlty, Criteria, DSB-89 and SCSI Building Component 6904 Parke East BlvdEast Safety Information available hom truss Rate Institute. 218 N. toe SlTeet, Sulle 312. Alexandria. VA 22314. To FL9a33610 Job Truss Truss Type Oty Ply WP0166 T12949823 W P0166 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 a.13D s aep 1b zU1I MI I eK mousuies, inc. r-n ,Ian iz 1z:oa:uv zvla rage i ID:75SJeC08yOW2itGVr5nBLly96Pw-RamL51bY?DNhpjxg7Yfz37yM8oeLl1 dOpmGEUCzw5H5 1.5-0 5.5-13 9-10-1 1-5-0 5.5-13 4-4-3 Scale = 1:20.6 2x4 = 5-5-13 9-9-7 9-10-1 5.5-13 4-3-10 0• 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(fL) 0.10 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 40 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=117/Mechanical, 2=449/0-4.9, 5=318/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-81(LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/231 BOT CHORD 2-7=-275/720, 6.7=-275/720 WEBS 3-7=0/312, 3.6=-784/299 Structural wood sheathing directly applied or 6-0.0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except QI=1b) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1-4-15, 64 lb down and 80 lb up at 1-4-15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4-2-15, and 53 lb down and 92 lb up at 7.0-14, and 53 lb down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 lb down at 1-4-15, 19lb down at 4-2.15, 19 lb down at 4-2-15, and 39 lb down at 7.0.14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veil: 1-4=-54, 2-5— 20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B=-46) 13=-39(F=-20, B=-20) Q WARNING -Verify dosign pararraefers rand READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/F7473 rev. 10=011 S BEFORE USE. Design valkl for use orgy with Milek® connectors. This design Is Ixused only upon pofamelers shown, and Is for an Individual bxdding component. not a toss system. Before use. the building designer must verify the agxicaWlty, of design pmamotefs and popedy haorpoaato this design Info Iho overall Indicaled Is to buckling Individual truss web aril/or chord rnernbefs orgy. Additional temporary and permanent braclrfg MiTek' budding design. LLacing pevent of Is always fectudfed (a slalxilfy and to povent collcpse with possIl)le personal k*sry and ixoperty damage. rou general gukdaace tegarding the ParkeEast6901ParkeEast Blvd.fabrication- syste s. seeANSI/T I I Quality Criteria, DSB-89 and BCSI Building Componentstorage, delivery, erectlon and boating of trusses and truss systems. To an4SafetyInformationavailablefromInnsRateinstitute. 218 N. Lee Street, Rdle 312. Alexandda. VA 22314. Job Truss Truss Type Oty Ply WP0166 T12949824 W PO166 V3 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 v 00 2x4 i 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12.58:00 2018 Page 1 I D.75SJeCOBy0 W 2i tGVr5nBLIy96Pw-RamL5lbY? DNhP1xg7Yfz37y03omX15hOpmG E UCzw5H 5 3-1-8 3-1-8 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=82/3-0-14, 3=82/3-0-14 Max Horz 1=42(LC 9) 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. Scale = 1:9.3 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 3-1-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psl; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0°6, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING - Verfry design Pammeters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M*7473 rsv. I11113MI5 BEFORE USE. valid for use only with MlieM connectors. this design Is based only upon parameters shown, and Is for an IndMcklal building componenl. not MRabusssystem. Before use. the txdldlng deslgner mast vodfy the appllcat Ity, of design pmarnefers and properly Incorporate this design Into the overall Indicated Is to Wckling Indlvkkral buss web aril/or chord members only. Additional temporary and pennanent bracing M iTek' bxLalrrg design. ®acing prevenl of Is always recgired for stability and to txovent cotlapso wtlh possible personal Inkuy and botany damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage. delivery. erection and bracing of tntmes and Inm systems seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampo. FL 33610SafetyInformationavailablefromlntssRateInstitute. 218 N. Lee Street, Saite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply W PO166 T12949825 W P0166 V5 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:01 2018 Page 1 I D:75SJeCQByQ W 2itGVr5nBLly96Pw-vnKj 15cBmXVYRtW 1 gG BCcKU W bC3D 1 YxX 1 QOnOezw5H4 5-1.8 5.1.8 40 2x4 11 Scale = 1:14.3 2x4 i 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(fL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=156/5-0-14, 3=156/5-0-14 Max Horz 1=79(LC 9) Max Uplilt 1=-43(LC 12). 3=-56(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 096, joint 3 = 096 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING -Verify design psramoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M(F7473 rev. 10092015 BEFORE USE. Design valid for use only with Mllek®connec lots. ]his design Is biased only upon p ararneters shown, and Is for an individual building component. not a miss system. Before use. the Irdldlng deslgnei must verify tho applicability of design parameters and rxoperly Incorporate this design Into try- overall design. Bracing In dicato d Is to budding Individual trim web and/or chord members oNy. Additional temporary and permanent bracing MiTek' building prevent of is always required for stablilly and to provenl collapse with possible personal Injury arid property damage. For general guidance regarding the 6904 Parke Eest Blvd. fabrtcallm storage, delivery. orectlon and bracing or inmes and Inns systems. seeANSI/1PI1 Quality Cdletla, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromtrimRateInstitute. 218 N. Lee Street. Sudle 312. Alexandria, VA 22314. Symbols I Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION F 1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0- 711r For 4 x 2 orientation, locate plates 0-149' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : Notional Design Specification for Metal Plate Connected Wood Truss Construction. DS-B-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS f3 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek8 All Rights Reserved W1 0 MiTek 81 MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and bad vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. Products PlotIO Length Product Plies Net. FJ 1. 4 :-00-00 16" BCI 6000s-1 8 1 6 FJ2 25-00-00 16" BCI 5000s-18 1 6 FJ3 22-00-00 16" BCI 6000s-I 8 1 8 FJ4 21-00-00 16" BCI 6000s-1 8 2 2 FJ5 20-00-00 16" BCI 6000s-1 8 1 3 FJ6 18-00-00 16" BCI 6000s-1 8 1 2 FJ7 7-00-00 16- BCI 6000s-1 8 1 1 FJ8 4-00-00 16" BCI 6000s-18 l 1 BM 1 21-00-00 1-3/4" x 16" UERSR-LRM 2.0 3100 3SP 3 Rm 1 l 6-00-00 1 1 /8" x 16" TJ Rim Board 1 3 m m Ln 28-0-0 la-1 1n Ln Ln m m m m m m m m m FJ8 r H3' u- U Ll U u- N LL nl u- N u- nl m M r D 11 41 r- II 0 H3 li---=----------- li 1 BMI Rml m m w I2f W b II I i it I i u n II a InI II I u II I 20-8-0 7-4-0 28-0-0 s r- A -GI -A GEARING HEIGHT 56HEDULE Hanger List H1 HTU26 H2 HHU26-2 H3 IUS2.37/16 NOTE5: L) REFER TO HID 41(RECOMdENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY D9ACW6 ) REFER TO ENGMERED DRAWIN65 FOR PERMANENT BRACING RE0IIRED. 2) ALL TRUSSES (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACING REaAREMENTS 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY BUILDER 4.) ALL TRU55E5 ARE VE516NED FOR 7 oc MAXIMILM SPACING. UNLESS OTHERWISE NOTED 5) ALL WALLS 5HOWN ON PLACEMENT PLAN ARE CON5IDERED TO BE LOAD DEARING. UNLESS OTHERWI5E NOTED 6) 5Y42 TRU%E5 MUST DE INSTALLED WITH THE TOP BEING UP 7) ALL ROOF TRUSS HANGERS TO DE SIMPSON HTU26 UNLESS OTHERWISE NOTED ALL FLOOR TRUSS HANGERS TO BE 5Ufl50N THA422 UNLESS OTHERWISE NOTED. 5.) DEAMA EADER&INTEL (FUR) TO DE FURM5HED BY DUILDER. 5HOP DRAWING APPROVAL THIS LAYOUT IS THE 50.E SOURCE FOR FADIXATION OF TRUhES AFD VADS ALL PREVIAIS ADGITECTURN OR OTHED TRIMS LAYOUTS REVIEW AND APPROVAL OF THIS LAYOUT N15T DE RECEIVED BEFORE ANY TRIfi5E5 WILL DE BUILT. VEOFY ALL CONDITIONS TO WIFE A6APFiT UVM5 THAT VLL RE%LT DI EXTRA OME5 TO YOU tymkl DdraN DA. : AW-J Ir D;iTI Builders FirstSource Orlando PHONE. 407-851-2100 FAX: 407-851-7111 Plant Glty PHONE: 813-759-5951 FAX, 813-752-1532 Starlight 2260 Magellan S umault1h H11sIa Lot 166 nlTc 10- 13-17 1 Josh RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Permit # # I - 9 9 2 Project Location Add Specificatio orm U_Q"ZP*o J 1.Din/G As required by Florida Statute 553.842 and Florida AdministratVe Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE D 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems 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 I Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 58-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Boise Cascade Engineered Wood Products ESG 07/21/2014 R 08/04/2015 It's the SIMPLE FRAMING SYSTEM®, featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM® uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM° Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM®, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM® also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM® often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM° So Simple? ZI Floor and Roof Framing with BCI® Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. Product Profiles, BCI° Architectural Specifications ......... 3 About Floor Performance, BCI° Residential Floor Span Tables, One Hour Floor/Ceiling Assembly ........................ 4 BC/0 Floor Framing Details .......................... 5-6 o BCI® Joist Hole Location 8 Sizing, Large Rectangular Holes ... 7 BCI° Cantilever Details, Web Stiffener Requirements ..... 8-9 r o BCI° Floor Load Tables ........................... 1, 10 - 12 BCI® Roof Framing Details ........................ 13 - 14 BCl® Roof Span Tables ........................... 15 - 18 I, BCl° Roof Load Tables ........................... 19 - 23 BC/0 Design Properties, BCI°Allowable Nail Spacing ....... 24 Boise Cascade Rimboard Products/Properties ............ 25 Q 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. Q VERSA -LAM® Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. 0 Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD® OSB, BC RIM BOARD® and VERSA -RIM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. VERSA -LAM° Products, Specifications, Allowable Holes..... 26 VERSA -LAM® Details, Multiple Member Connectors ........ 27 VERSA -LAM® Floor Load Tables (100% Load Duration) ......... 28 VERSA -LAID Snow Roof Load Tables (115% Load Duration) ..... 29 VERSA -LAM® Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA -LAM" Closest Allowable Nail Spacing ............. 31 VERSA -LAM* Design Values ........................... 31 VERSA-LAMr 1.8 2750 Columns, VERSA -STUD® 1.7 2650 .. 32 Computer Software: BC FRAMER°, BC CALC° ............ 33 Framing Connectors: Simpson, USP ................ 34 - 35 Lifetime Guarantee ........................... Back Cover Boise Cascade E`.NP • Eastem SpeciLer Guide • 0810412015 Easte. BCI® Joists VERSA -LAM® VERSA -LAM® VERSA -LAM® BCIm 4500s 1.8 BCI05000s 1.8 BCI06000s 1.8 BCI® 6500s 1.8 BCI® 60s 2.0 BCI® 90s 2.0 1.72650 1.8 2750 2.03100 1'/2" 1'/2" — " 9 /z" 11 /. 11 /. t1 11 /i' a 11 /i' 11 /i' /. 14' 14„ 11 1 i., 3'/i' :: to147 / 11 /:' 14" 14" 16 16 to 7'W jII 24" z 4" 1'/:' 2" 25/1s' 29/,s" 25/,s" 3'/i' 1'/:",1W.3'/2" 3'/i'to5W 1'/i' 1W Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/z', 5'W BC19 and VERSA-LAM,9' products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports B_CI® J-o.ist_Ar_ch.ite_ctu.r_al S.pecifi.cati.o_n.s Scope: This work includes the complete furnishing and installation of all BCI® Joists Design: The BCI® Joists shall be sized and detailed to fit the dimensions and as shown on the drawings, herein specified loads indicated on the plans. All designs and necessary to complete the work. shall be in accordance with allowable Materials: BCI® Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The BCI® Joists and section properties shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: The BCIm Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI® Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the BCI® Joists straight and plumb as required and to assure adequate lateral support for the individual BCIm Joists and the entire system until the sheathing material has been applied. Codes: The BCI® Joists shall be evalu- ated by a model code evaluation service. Boise Cascade EWP • Eastern Specifier Guide • 08/04/2015 Residential_- Floor _Span_Tables __ About Floor Performance Homeowner's expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue -and -groove subf/oor, install the joists vertically plumb with level -bearing supports, and install a direct -attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. BC16 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 Boor joists, 33% stiffer than L/360 code minimum. However, Boor performance may still be an issue in certain applications, especially with 91/2" and 11%:' deep joists without a direct -attached ceiling Live Load deflection limited to L/960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a Boor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum building code U360 criteria are structurally sound to carry the specified loads, however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. Joist De th Joist Series 12" O.C. 16" 19.2" 24" O.C. O.C. 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 16'-11" 15'-6" 14'4" 13'-7" I 11'-9" 11'-6" I 11'-6" I 10'4" I 10'-0" 9'-7" 18'4" 16'-8" 15' 3" 13 7" 11'-9„ 5000s 1.8 1T-0" j 16-0" 15-2" 14'-1" i 12'-5" 11'-0" I 11'-6" 10'-0" I 10'-0" 9'-11" 19'-4" 1T-9" 16'-4" 14'-T' 12' S" 6000s 1.8 18'-2" 16'-8" 15'4" I 14'-0" 13'-4" 11'-0" I 11'-0" 10'-0" 10'-0" 10'-0" 20'-2" 18'-5" 1T-0" 15-9" 13'-0" 6500s 1.8 18'-B" i 1T-1" 16'-1" 15'-0" 13'-0" 1V-4V 11'-6" 10'-0" 10'-0" 10'-0" 20'4" 18--11" 1T-10" 16'-7" 14'-0" 4500s 1.8 20'-0" j 18'4" 17'-3" 15' 5" I 13'4" 15'-6" I 14'-3" 13'-5" I 12'-6" 114" 21'-10" 18'-11" 17'-3" 15'-5" 13'4" 5000s 1.8 20'-9" 19'-o" 1T-11" j 16'-7" 13'-4" 15'-0" I 14'-9" 13'-11" I 12'-11" 1V-9" 23'-0" 20'-4" 18'-0" 16'-7" 13'-4" 6000s 1.8 21'-7" I 19'-0" 18'-T' 1 T-4" 14'-10" 16-6- 15'-4" 14'-5" 13'-0" 12'-1" 23'-10" 21'-10" 20'-0" 1 T-11" 14'-10" 6500s 1.8 22'-2" I 20'-0" 19'-2" 1T-10" 14'-10" 16'-0" 16-10" 14'-11" I 13'-10" 12'-T' 24'-0" 27-5" 21'-1" 18'-10" 14'-10" 60s 2.0 23'-7" j 21'-0" i 20'_4" 18'-11" 16'-4" 18'-0" 16'-9" 15'-9" 14'-0" IT-3- 26'-1" 23'-10" 22'-6" 21'-0- 16'-4" 90s 2.0 26'-7" I 24'-3" I 22'-10" ! 21'-0" 19'-4" 19'-0" 18'-lo" 1T-8" I 16-5- 14'-10" 29'-0" 26-10" 25'-0" 23'-0" 19'-41" 4500s 1.8 22' 9" 20,-7" j 18'-9" f 16'-9" 13'-11" 17'-10" 16'-3" 15'-4" 14'-W 13,4„ 23,-10" 20'-7" 18,4„ 16'4" 13'11" 5000s 1.8 23'-T' I 21'-T' 20'-2" 18'-0" 13'-11" 18'-0" 18'-10" 16-11" 14'-9" 13'- 5- 25'-T' 22'-1" 20'-2" 18'-0" 13'-11" 6000s 1.8 24'-0" 22'-0" 21'-2" 19'-0" 16-5- 19'-2" 1T-0" 16'-6-I 16-4- 1IT-11" 2T-1" 23'-11" 21'-10" 19'-0" 16-5" 14" 6500s 1.8 26-2" 23'-0" 21'-0" I 20'-2" I 15'-0" 19'4" I 1T-11" 16'-11" I 15'4" W-3- 2T-9" 25'-2" 22'-11" 20'-0" 16-5" 60s 2.0 26'-9" 24'-5" 23'-0" 21'-5" 16'-4" 20'-11" 19'-0" 1T-11" 16'-T' 16-1" 29'-7' 2T-0" 26-6- 21'-10" 16-41" 90s 2.0 30--1- I 2T-0" 25-10" j 24'-0" 19'-6" 23'-8" I 21'-4" I 20'-0" 18'-6" 16'-9" 33'-0" 30'-4" 28'-T 26'-0" 19'-0" 4500s 1.8 25'-2" ; 22'4" 20'-l" 117'-11" 14'-l" 19'-9" 18,4„ 17,4„ 115'-10" 14'-l" 25'-5" 22,4„ 20,-l" 17,-11" 14'-1" 6000s 1.8 2T-0" I 24'-9" 23-41" 20'-10" I 15-9" 21'-2" I 19'-4" I 18'-2" I 16'-11" 15'-4" 29'-0" 26-6- 23'-4" 20'-10" 15'-9" 16" 6500s 1.8 2T-9" 26-4- 23'-11" i 21'-1" j 16-9" 21'-9" I 19'-9" 18'-0" 1T-4" 15'-0" 30'-0" 26'-11" 24'-6" 21'-1" 15'-9" 60s 2.0 29'-T' 2T-0" 26-6" I 21'-10" ! 16'-4" 23'-2" 21'-l" I 19'-10" I 18'-0" 16-4- 32'-8" 29'-10" 27'-4" 21'-10" 16'-4" 90s 2.0 33'-4" 30'-4" I 28'-7" f 26'-2" 19'-T' 1 26'-0" 23'-T' 22'-2" 20'-0" 18'-T' 36-10" 33'-7" 31'-0" 26'-2" 19'-7" Span table is based on a residential floor load of 40 psf live load and 10 psf dead load (12 psf dead load for 90s 2.0 joists). Span values assume 23/32' minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action Qoists 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 clear distance between supports. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16" inches and less. Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) O-n-e-H ou,r-F-i r_e-Resistive-Assembly ICC ESR 1336 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. FIRE ASSEMBLY COMPONENTS 1. Min. 23/32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCI° Joists at 24" o.c. or less. 3. Two layers W Type X or two layers'/2' Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC=54 IIC=68 or Add 3'/2" glass fiber insulation to fire assembly: STC=55 IIC=46 or Add an additional layer of minimum W sheathing STC=61 IIC=50 and 9'/2" glass fiber insulation to fire assembly: Boise Cascade EWP • ca5tem Speaker Guide - 08/0412015 NOTE The illustration below is showing several suggested applications for the Boise Cascade EWP products. It is not intended to show an actual house under construction. NO MIDSPAN BRIDGING IS REQUIRED FOR BCI° JOISTS FOR INSTALLATION STABILITY, Temporary strut lines (1x4 min.) 8' on center max. Fasten at each joist with 2-8d nails minimum. Dimension lumber is not suitable for use as a rim board in BCI" floor systems. fi a4m BCI• rim joist. - See page 6. BOISE CASCADE' Rimboard. See pages 6 and 25. For load bearing cantilever details, see page 9: 00 BCI• blocking or 2x4 "squash" block on each side required when supporting a load -bearing wall above. BCI° Joists, VERSA -LAMS and ALLJOISr must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide. building codes. and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM", ALLJOIST", and BCII Joists must be wrapped, covered, and stored off of the ground on stickers at all limes prior to installation. VERSA -LANs, ALLJOIST" and BCIt Joists are intended only for applications SAFETY WARNING DO NOT ALLOW WORKERS ON BCI& JOISTS UNTIL ALL HANGERS, BCI® RIM JOISTS, RIM BOARDS, BCI® BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCI° blocking panels, and x-bracing must be completely Installed and properly nailed as each 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 '/. 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. VERSA4-AM* header or an BCI° header. 1%" knockout holes at approximately 12" o.c. are pre -punched. See page 7 for allowable hole sizes and location. VERSA -LAM° LVL beam. Endwall blocking as required per governing building code. BCI• Blotting 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 -LAW. ALLJOIS7. 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'5joists in the flat direction. VERSA -LAM'' is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. Boise Cascade EWP • Eastern Specifier Guide - 08/04/2015 2 7J Nail Boise Cascade Rimboard to BCI' Joists with 8d nail Into each flange. Floor_ Framing- Details Additional floor framing details available with BC FRAMER® software Dimension lumber is not suitable for use as rim board with BCI• Joists. 6W Dimension lumbe is not suitable for use as rimboard with BCI• Joists. Blocking may be perpendicular to i consult design pn of record and/or local building official. 0 BCI• j BOISE CASCADE* Top Flange or Face One 8d nail Rimboard Mount Joist Hanger each side at bearing Solid block Note: BG• floor all posts Joist must be I from aboveotIdesigned to carry ~ 1%' minimum bearing to bearing wag above when h Ilength (1'" required for below. not stacked over 18" and deeper Jolsts) wall below. VERSAM• To limit splitting flange, start nails at least 1%" Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. professional of record. 1 . For load bearing wall above stacked over wall below). BCI• Jolsl blocking. j Backer block minimum 12" wide). Nallwith Joist 10- 10d nails. Hanger Filler block. Nall with 10 - 10d naps. Backer block required where top flange Joist hanger bad exceeds 250lbs. Install tight to top flange. Blocking may be required at intermediate bearings for floor diaphragm per IRC In high seismic areas, consuh loc4offfficdiaLALoad bearing wall above stacked over wall below) 2x block. Double BCI• Joist Connection Filler Block see chart below) 104 Web Filler • it Nailing 12' on -center Connection valid for all applications. Contact Boise Cascade EWP Engineering for specific conditions. LATERAL SUPPORT BCI• Joists shall be laterally supported at the ends with hangers, rimboard, BCI° rim joist or blocking panels. BCII blocking panels or rimboard are required at cantilever supports. Blocking may be required at intermediate bearings for floor diaphragm per IRC In high seismic areas, consult local building official. MINIMUM BEARING LENGTH FOR BCI• JOISTS Minimum end bearing: 1%" for all BCI.Joists. 3%" is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report 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.4506s/ 5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCI.6000s/ 60s rim joist: 2-16d box nails, one each In the top and bottom flange. BCI.6500s// 90s rim joist: Toe -nail top flange to rim joast with 2-10d box nails, one each side of flange. BCl• rim joist, rim board or BCI• blocking panel to support: Min. 8d nails @ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCII joisttosupport: 2-8Sd nails, one on each side of the web, placed 1% inches minimum from the end of the BCIv Joist to limit splitting. Double Squash Block Vertical Load Size Joist Spa cinglinl 12 1 16 1 19.2 24 20 4463 1334712789 2231 2x6 7013 1525914383 3506 1. Squash blocks are to be In full contact with upper floor and lower wall plate. 2. Capacities shown are fora double squash blocks at each joist, SPF or better. KV Sheathingor rimboard closure BCI• Joist blocking required for cantilever. For load bearing cantilever, see pages and 9. Uplift on backspan shall be considered In all cantilever designs. Sheathing 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 diapphragm nailing specified at closer spacing than IRC. Maximum bracing spacingg for full lateral stabilityY: 18" for BCI.4500s & 5000s, 24" for larger BCI: joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 4500s or 3/4" Two %" wood panels or 1.8 wood panels 2 x 5000s 344" or %' Two 3/4' wood panels or 1.8 wood panels 2 x 6000s 1%" or two %" 2 X + r/16" or 1.8 wood panels wood panel 6500s 1%" or two%" 2x + %" or 1.8 1 wood panels 3/4" w-bod panel 60s2.01 1%" or two %" 2 X + r/t6" Or wood panels wood anel 9Os 2. 0 2 x _ lumber Double 2 x _ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 3/4" to avoid a forced fit. BG• Joist Slope Cut Reinforcement Detail below restores original allowable shear/reaction value to cut end of BCI• IoisL 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 F14 16, niox. BCIo depth 2x bloclung required at bearing (not shown for clarity). rem, ptymod/ OSB rated sheathing as reinforcement Install reinforcement with face grain horizontal. Install on both sides of the joist, Ught to bottom flange. Leave minimum gap between reinforcement and bottom of top flange. Apply construction adhesive to contact surfaces and fasten with 3 rows of min.10d box nails at 61 o. c. Alternate nailing from each side and clinch. Minimum Heel Depth End Roof Pitch Wall Bearin 6/ 12 7/12 8/12 9/12 10/12 12112 2 x 4 43/4" 45/ie' 41/." 4'/." 41/." 4'/." 2x6 33A" 33/4" 25/o" 2'/." 1 29/." 21/." WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI" JOISTS FROM THE WEATHER BCP 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. BCIO RIM JOISTS AND BLOCKING Vertical Load Capacity plf) Depth in] Series No W.S.t'I W.S.aI 9 4500s 1.8, 5000s 1.8, 2300 N/A 6000s 1.8 6500s 1.8 4500s 1. 8 5000s6500s 1.88, 2150 N/A 6000s Ill1. 6Os 2. 0, 90s 2.0 2500 N/A 4500s 1. 8, 5000s 1.8, 2000 N/A 14" 6000s 1.8 6500s 1.8 60s 2. 0, 90s 2.0 2400 N/A 4500s 1. 8, 6000s 1.8, 1900 2500 16" 6500s 1.8 60s 2. 0, 90s 2.0 2300 2700 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/A: Not applicable Boise Cascade EWP • E:asti m Specder Gvide • 0810412015 BCI° J`oist_`HG1e, Location -& ^Sizing + ` BCI® Joists are manufactured with 11/2' round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension p of lamest hole (knockouts exempt) D DO NOT see table below) (see table below) cut or notch Range / N' i r I 0 I I No holes (except knockouts) allowed In bearing zones A 1%" round hole may be cut anywhere In the web. Do not cut holes Provide at least 3" of lamer than 1r/2' clearance from other holes. round In cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1'/2" 10 11 12 13RoundHoleDiameter (in] 2 3 4 5 1 6 6'/2 7 8 8% 9 Rectangular Hole Side 3 5 6 7in Any 8 1'-0" 1'-1" 1'-5" 2'-1" 2'-9" T-1" T-5" 9%:' Sftln 12 1'-0" 1'-2" 2'_2" T-2" 4'-2" 4,_8" 5'-2" Joist 16 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter [in) Rectangul[an)Hole Side 2 3 i 4 5 i 6 6s/2 7 8 8Ys 9 10 11 12 13 2—T 3 4 15 7 8 1i 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" 2'-10" 3'-4" 3'-9" Any S 12 1'-0" 1'-4" 2'-1" T-10" 3'-7" T-11" 4'-3" 5'-0" 5'-8" an l) Joist 16 1'-0" 1'-10" 2'-10" 3'_9" 4'_9" 5'-3" 5'-9" 6'_9" 7'-7" 20 1'-1" 2'-3" T-6" 4'-9" 5'-11" 6'-7" T_2" 8'-5" 9'-6" Round Hole Diameter [in] i 2 1 3 4 5 1 6 6s/2 7 8 8% 91 10 11 12 13 Rectangular Hole Side 2 3 3 5 6 6 8 9in 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" T-11" 3'-4" T-8" Any 12 1'-0" 1'-l" 1'-3" 1'-10" 2'-6" 2'-10" 3'-1" 3'_9" 4'_3" 4'_4" 5-0" 5'-7" 14• sfa]" 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-C T-9" 4'-2" 5'-0" 5'-8" 5-10" 6'-8" T-5" Joist 20 1'-0" 1'-1" T-1" T-2" 4'_2" 4'_8" 5'_2" 6'_3" T_2" 7'_3" 8'_4" 9'-4" 24 1'-0" 1'-4" 2'-6" 3'-9" 5'-0" 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'-0" 11'-2" Round Hole Diameter [in]! 2 1 3 4 I 6 6'/2 1 7 87/. 9 ! 10 I 11 I 12 1358 Rectangular Hole Side — 9 - I-- 8 9 10 I i- 2 3 5 5 1 6 1'-3" 1'-3" T1'-3" 1'-11" 2% 2'-5" 2'-9" 3'-2" 8 1'-0" 1'-1" 11'-2"1 13'-7"— i 12 1'-0" 1'-1" 11'-2"_ Any 1 —'- - __}- --'- Span 11'-3" t 1'-6 1 1'-10" 2'-5" 2'-11" 3'-0" 3'_7"'-4'-9" II 5'-4" 16ist I { 16 V-0" 1,-1„ 1'-2" h 1'-2" 1' _8" 12'-T' i 2_6" T-3"l T-11„ 4_10"1 5'_7" 6,_4" T_2" i 1'-0" 1'-1" , 1'-2" 1'-2" 2'-1" , 2'-7'_t3'-1" 14'_0" 4'-1" 14_11" 5'-1" 6' 0" T-0" 8'-0" 8'-11" Leo j24 ' 1'-0,- 1'-1" 1'-2" 1'-4" j 2'-6" 3' -1" 13'-9" 4'-11" lb'-11" 6'-1" 7'-3" 8'-5" DO at in web area as specified 0 Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 11/.' 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 %d' 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. C--- -h--`--Large-Rectang-ula_r-_H-oles-in-B-CI° Joists_- _ ___ sx."-?,^.' - _^.fi-._ _.-:h: -- ihi:sfi.'—^7=.Li.—-, .=3 :'lam x-.'v.:.r`7' Hole size table based on maximum uniform load of 40 psf live load and-10 psf dead load, at maximum spacing of 24" on -center. Single Span Joist See Max Hole Size on Q hole Char) for Joist Depth Joist span -I MlNmian 2x diameter/ width of largest hole I I Simple Span Joist 6'-0' Min I I Notes: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed using BC CALC' sizing software. Boise Cascade EVW • Eastern Specifier Guide • 08/0412015 Maximum Hole Size Simple MultipleJoist Depth Span Span 91/2' 6" x 14" 6" x 12" 11 %" 8" x 16" 8" x 13" 14" 9" x 18" 8" x 16" 10" x 17" 16" 11 x 18 I 10" x 14" 12" x 16" Multiple Span Joist t hole _See Max Hale Size on t£ hole If %Joist --.I Chart for Joist Depth I— %Joist Span Span Mutdpk Span Joist 12'-0' Min I Multiple Span Joist 12'-0' Mln Larger holes may be possible for either Single or Multiple span joists; use BC CALC° sizing software for specific analysis. Reinforced Load-Rearin Cantilever_Table BCO® Joists a o c c N N __ 2 c s 10 a:'o Roof Total Loa d sf 35 45 55 Joist Spacing in 16 19.21 24 1 16 119.21 24 1 16 119.21 24 24 0 0 0 1 0 0 X 1 0 1 X J X 26 0 0 0 0 0 X 0 1 X X 28 0 0 X 0 X X X I X X 30 0 0 X 0 X X X X X 32 0 0 X 0 X X X I X X S 34 0 0 X 0 X X X X X v 36 0 X X X X X X X X 38 0 X X X X X X X X 40 0 X X X X X X X X 42 0 1 X X X X X X X X 24 0 0 0 0 0 X 0 X X 26 0 0 0 0 1 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 c 32 0 0 X 0 X X X X X q 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 I X X X X X 40 0 X' X X X X X I X I X 24 0 0 1 0 0 0 0 0 1 X_I X 26 0 0 1 0 0 0 X 0 1 X I X m 28 0 0 0 0 0 X X X X 30 0 0 0 0 0 X X X X 0 32 0 0 0 0 X X X X X S 34 0 0 X 0 X X X X X 36 0 0 X 0 X I X X X X 38 0 0 X X X X X X X 40 o 0 X X X X X X X 24 0 0 0 0 0 0 0 0 1 X 26 0 0 0 0 0 0 0 X X m 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X 0 32 0 0 X X Ln 34 0 0 0 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X 0 X X X X X 40 0 0 X 0 X X X X X 24 0 0 0 0 0 jWS1 0 1 0 X 26 0 0 0 0 0 WSJ 0 1 0 X 28 0 0 0 0 0 X 0 WS X m 30 0 0 0 0 0 X 0 WS X S 32 0 0 WS WS 0 0 X 0 X X 34 0 0 0 0 X 0 X X 36 0 0 WS 0 WS X 0 X X 38 0 1 0 X_ 0 X X X X X 40 0 0 X 0 X X X X X 42 0 I 0 X 1 0 X X X X X 24 26 0 0 0 0 0 0 1 0 JWS 0 0 1 1 0 0 1 0 WS 0 0 1 28 0 0 0 0 1 0 WS 0 0 X 30 0 0 WS 0 0 1 0 0 X 0 32 34 36 0 0 WS 0 0 1 0 1 X_ 0 0 0 00 WS 0 WS X 0 X X WS 0 WSX 0 X X 38 40 0 0 WS 0 WS,I X X X X 0 1 0 1 1 0 1 X X X X 24 0 1 0 1 0 0 0 0 1 0 0 WS 26 0 0 1 0 0 1 0 0 J. 0 0 1 28 0 0 0 0 I 0 WS 0 0 1 30 0+ 0 0 0 0 WS 0 0 X 6 S 32 34 36 38 40 0 0 0 0 0 I 0 00_ 0 0 0 1 0 WS X WS 0 WS 0 WS1 0— 1 I v 0 0 1 1 0 0 1 X X X 0 X 0 X X WS X X X X oa c in c a a-:-- Roof Total Load sf 35 45 55 Joist Spacing in 1 16119.21 24 1 16 19.2 24 1 16 19.2 24 24 0 0 1 0 1 0 1 0 0 1 0 1 0 1 1 26 0 0 0 0 0 0 0 0 X 28 0 0 0 0 0 0 0 0 X 30 0 0 0 0 0 1 0 0 X 0 32 0 0 0 0 0 1 0 0 X 34 0 0 0 0 0 X 0 1 X 36 0 0 0 0 0 X 0 1 X 38 0 0 0 0 0 X 0 1 X 40 0 0 1 0 0 X 0 X X 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 1 0 0 WSJ 0 1 0 X 0 30 0 0 0 0 0 1 0 0 X H 32 0 0 0 0 0 1 0 ix 34 0 0 0 0 0 X 0 1 X 36 0 0 WS 0 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 1 0 1 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 y 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 1 0 1 0 1 0 1 0 1 0 0 0 2 24 0 0 1 0 1 0 0 1 0 0 1 0 WS 26 0 0 0 0 0 WS 0 I 0 WS 28 0 0 0 0 0 WS 0 0 1 a? 30 0 0 0 0 0 WS 0 1 WS X H 32 0 0 0 0 0 WS 0 JWS X S 34 0 0 WS 0 0 1 0 1 WS X v 36 00 WS 0 0 X 0 WS X 38 0 0 WS 0 WS X 0 X X 40 0 0 W5 0 WS X WS X X 42 0 0 WS 0 WS X WS X X 24 0 0 1 0 1 0 1 0 WSJ 0 1 0 JWS 26 0 0 0 0 1 0 WSJ 0 0 WS 28 0 0 0 0 1 0 WSJ 0 WSJ 1 H 30 0 0 WS 0 0 WS 0 WS 1_ S 0 0 WS 0 0 WS 0 WS 2 5-- 34 0 0 WS 0 WS 1 0 WS, X 36 0P000 WS 0 WS 1 0 WSI X 38 0WS 0 WS 1 WS 1 X 40 0Ws o WS 2 Ws 1 1 X 24 o o o o o 0 I o 1 o 1WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 O W WS 30 0 0 0 0 0 WS 1 0 32 0 0 0 0 WS toowwwsss 1 m 34 0 0 0 0 0 0 WS 1 36 0 0 WS 0 0 WS 1 38 0 0 WS, 0 0 1 0 1 1 2 40 0 0 WS 0 WS 1 I 0 I 1 1 2 24 0 0 1 0 0 1 0 0 1 0' 0 JWS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 6 34 0 0 0 0 0 WS 0 iWS 2 36 0 0 WS 0 0 WS 0 I WS 2 38 0 0 WS 0 01 1 0 1 1 1 2 40 0 1 0 JWsi 0 1ws 1 0 1 2- 1. Cut 48" long reinforcers to match the joist depth. Use min. 27/32" plywood/OSB-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist Flanges. 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9 4. Use the BC CALC° software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC° software. a Roof Total Load sfl o c_ in F c 35 45 55 Joist Spacing in150O 0 N 16 119.2124 1 16 119.21 24 1 16 19.2 24 24 0 0 1 0 0 1 0 1 0 1 0' 0 I WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 WS 0 30 0 0 0 0 0 0 WS 0 0 1 1 N 32 0 0 0 0 0 WS 0 1 0 1 34 0 0 0 0 0 WS 0 0 1 36 0 0 0 0 0% S 0 WS 2 38 0 0 0 0 0 1 0 WS X v 40 0 0 WS 0 0 1 0 1 X 24 0 1 0 1 0 0 1 0 1 0 1 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 00 0 30 0 0 0 0 0 0 0 0 0 N 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 1 0 0 1 38 0 0 0 0 1 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 24 26_ 0_ 0- 0 0 0 '0__0 0 1 0 O1WS O i 0 0 0 ;WS t0 WS 28 0 0 0 0 0 WS 0 0! WS OR 30 0 0 2-1 0 1 0 I 0 1 WS 0 WS WS N 32 0 0 0 0 0 WS 0' WS 1 S 34 0 0 WS 0 0 WS 0! WS I X v 36 0 0 WS 0 0 WS 0 WSS XX 38 0 0 WS 0! WS- 1 1 0 WS X 40 0 0 WS 0 WS 1 WS i WSS i X 42 0 0 WS 0 WS X WS'1 X 24 0 0 0 0 0 0 0 0 ;WS 26 0 1 0 1 0 0- 0 1 0 0 0 WS 28 0 1 0 0 0 0 WSI 0 0 1 WS 30 0 0 0 0 0 WS 0 I 0 'WS0 -- 0 S 32 340 0 0 0 0! 0 t--- 0 0 0J 0 WS' 0 WS WS WS! 0 WS 1 36 0 0 f%Z ' 0_ W_Si 0 S 1_ 38 0 0 0 1 WSI 0 0 WS7 0 WSt 2 40 0 1 0 ,WSI 0 iWS WS; 0~WS 2 24 0 0 0 _ 0 0E- -I 0' 0 1 0 WS 1- + - - - 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 1 0 JWS co 30 0 0 0 0 0 WS+ 0_ 0WS_ 0 32 0 0 0 0 0 WS; o, WS, 1 34 0 0, 0 0 0 WS' 0 1WSi 1 m 36 0 o WS, 0 0 lWS, 0 WSr 2 38F 0 0 WS_' 0 1 0 WS 0 WS, 2 40 0 0 WS; 0 WS WS, 0 ;WS, 2 24 0 0 0 0 0 0; 0 0 tWS 04WS0 026 0 0 0 0 0 0 0 28 0 0 0 0 o i 0 1 0 WS N 30 32 0}t}0_ 0 I_0 00 0-to _ 0_I 0 t 0 WS, 0 1 0 WS WS, 0' 0 WS m 34 36 0 0 0 0 0 0 0 0- 1 0_ WS 0 WS WS WSI WS 1 38 0 0 0 0 0 0 0 WS, 0' WS, 1 40 0 1 0 WS 0 0 WSJT 0 WS 1 24 26 0' 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 28 0 0 0 0 , 0 0 0 1 o 0 30 32 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 t 00! 0 0a, 34 0 0 0 1 0 0 0 V VS36 38 0 0 0 0 0- o 1 0 0 0_ _0 0 0 0 0 O+WS 0 '_ 0 0 1- 40 0 1 0 0 J 0 i 0 0 1 0, 0 1 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 Cascada EW? • 2a-i*em Speclfie, Guide • 0810412015 Reinforced_Load Bearing Cantile_v_er_Detal 2'-0" 2'.0• The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of T-0". Cantilevers longer than T-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALC* 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. 73/32 min. plywood/OSB or rimboard 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 No-n-Load-Bearing_W_ -al.l Canti.lever_Details aw-=:`-,.. .r_ 1':E=.. —.; .- . =._w-., ...-, _,-.,.--..r-.-,. `:x-..-..-. a, .-•ur'.-.:. ..,...: ;...-:-.:... v_-.: ... .r,...=w.-.-. w......... .-._-.n..- t. w '.,..., ; [:1 -.- .-'. -.r .__ .. ' BCI® Joists are intended only for applications that Fasten the 2x8 minimum to the BCI* Joist by nailing through the backer block and provide permanent protection from the weather. joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCI* 90s 2.0 joists. Clinch all nails. BCI•Joist blocking Wood backer blockWoodStructural 2x Closure Panel Closure See page 6 of Eastern 2x8 minimum j • Specifier Guide BCI Joist r blocking Drywall Ceiling or $ View Wood Structural View Back Span Maximum Panel Soffit Minimum li4 Times s Back Span Cantilever Length Not to exceed 4'-0" Back Span Maximum 364' min. These details apply to cantilevers with uniform loads only. bearing -/3 Back Span possible to exceed the limitations of these details not to exceed It may be P b analyzingYY 9 4'-0• a specific application with the BC CALC* software. W- eb-Stiffener-Req.u-ir-ements See webStiffener NOTES small Gap: Naillnl Web stiffeners are optional except as noted 2-min., 2• max. Schedule Webchart below. 2• min. SWidth r 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 manufacturers installation requirements. Minchils Web stiffeners are always required in certain 2• min. j— roof applications. See Roof Framing Details on 4•max. n(hlFlt WeDStiffener page 14. required when concentrated load Web stiffeners are always required under exceeds 10001bs concentrated loads that exceed 1000 pounds. Web stiffeners applied to both Install the web stiffeners snug to the top flange sides of the joist web in this situation. Follow the nailing schedule for Web Stiffener Specifications For Structural Lateral BC I* Joist Capacity Restraint Minimum Series Min Thick) in Hanger 4500s 1.8 Y." Ye' 2she" 5000s 1 8 W. 2she" 6000s 1 8 W, 21he' 6500s 1.8 W, 1" or 1'/e' 21he" 60s 2.0 3/." 2she" 90s 2 0 2x4 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., BCI° 6500s, double V panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI° Design Properties on page 24 or the BC CALC° software. BCI* Joist Series Stiffener Nailing Joist Depth Schedule Bearing Location End Intermediate 4500s 1.8 9'/2" 2-8d 2-8d 11'/• 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 5000s 1.8 9'/2" 2-8d 2-8d 11'/:' 2-8d 3-8d 14" 2-8d 5-8d 6000s 1.8 9'/2" 2-8d 2-8d 11'/e" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 6500s 1.8 9'/2" 2-8d 2-8d 11'/e" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 60s 2.0 11'/e" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 90s 2.0 11%,, 3-16d 3-16d 14" 5-16d 16" 6-16d 5-16d 6-16d Boise Cascade EVVP - Eastem Specifier Gh.ide - 08iO4/2015 Floor Load - Tables - Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 4500s 1.8 Series 1%" Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9'/i' BCI® 4500s 1.8 117/e' BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/i' 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 E P • Eastem Speciher GL'ide • 08,0412015 Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16" Flange Width 29/16'' Flange Width 9'/2" BCI® 6000s 1.8 11'/e' BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/2" BCI® 6500s 1.8 117/e' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 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 1 174 181 189 192 153 174 181 189 192 12 112 160 166 173 176 121 160 166 173 176 13 89 147 144 153 160 163 97 147 153 160 163 14 73 129 117 142 148 151 79 137 129 142 148 151 15 60 112 97 133 138 141 65 124 106 133 138 141 16 50 98 81 125 117 130 132 54 109 89 125 127 130 132 17 42 84 68 112 99 122 124 46 92 75 117 107 122 124 18 58 100 84 115 112 117 64 110 91 115 117 19 50 89 72 106 96 111 54 99 78 109 104 111 20 43 81 62 96 83 106 47 89 68 104 90 106 21 54 87 72 99 41 81 59 96 78 100 22 47 79 63 90 51 88 69 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 44 70 47 77 26 42 72 27 28 29 30 Boise Cascade EWP • Eastern Speciber Guide • 08/041201 Load_ Tables-_-__-_---_- Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25A6" Flange Width 3'/z" Flange Width 11%" BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11ye" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 366 366 366 450 453 456 7 314 314 314 385 388 391 8 275 275 275 337 340 342 9 244 244 244 300 302 304 10 220 220 220 270 272 274 11 200 200 200 245 247 249 12 183 183 183 225 226 228 13 169 169 169 207 209 210 14 155 157 157 157 192 194 195 15 128 146 146 146 180 181 182 16 107 137 137 137 152 168 170 171 17 90 129 129 129 129 158 160 161 18 77 122 110 122 122 110 150 151 152 19 66 115 95 115 115 95 142 134 143 144 20 57 110 82 110 109 110 83 135 117 136 137 21 50 100 72 104 95 104 72 128 102 129 130 22 43 87 63 100 84 100 63 122 90 123 119 124 23 55 95 74 95 56 112 79 118 105 119 24 49 91 65 91 49 99 70 113 94 114 25 43 87 58 88 44 88 63 108 83 109 26 52 84 56 104 75 105 27 47 81 50 100 67 101 28 42 78 45 91 61 97 29 41 82 55 94 30 1 50 91 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCO software. Boise Cascade EWP - Eastern Specit er G, ide • 08f04/2015 Roof _Frami-ng___ — BCI® Rafters 1 ' Structural ridge VERSA -LAM° or FOR INSTALLATION STABILITY, load -bearing wall required. Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten Blocking or other lateral at each joist with i o 8d nails support required at end minimum. supports. When installing Boise Cascade Iv EWP products with treated wood, use only connectors/ fasteners that are Blocking not shown ' 1 for clarity. approved for use with the corresponding wood treatment. BCI° Rafter Header 40 V- II I '4- Multiple BCI° Rafters may be required. SAFETY WARNING DO NOT ALLOW WORKERS ON BCIa JOISTS UNTIL ALL HANGERS, BCI'9 SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO RIM JOISTS, RIM BOARDS, BCIO BLOCKING PANELS, X-BRACING AND PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCI° blocking panels, and x-bracing must be completely installed and properly nailed as each BCI° Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI° Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI° Joists to within % 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) BCP Joist shall not be used as collar/tension tie. Roof rafter shall be supported by ridge beam or other upper bearing support. Continuous floor sheathing or 1x4 Nailer @ Max. 4'-0• o.c- 2'-6" o.c. or BCI.4500s) 3'-0" o.c. or BCI. 5000s) Minimum Heel Depth See table at right) Rafter Strut 9W, li'/a" or 14Web BCI. 4500s/5000s/6(oL/65oos Flller 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 Blocking Maximum Span Lengths Without Roof Loads g% x" BCI' 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 11%" BCI.4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI' 4500s 1.8 15000s 1.8 / 6000s 1.8 16500s 1.8 24'-6" If roof loads present, see Notes 2 8 3 at right) Minimum Heel Depths Joist Depth End Wall 2 x 4 2 x 6 91A" 254" 1I/V 11%:' 31A 2'r9' 14" 41S„ 31N„ 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 (T long) box or larger nail. 6) 1x4 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI° Joist at beveled ends. Nail roof rafter to BCI° Joist per building code requirements for ceiling joist to roof rafter connection. Boise Cascade E'NP • Eastern Specifer Guide • 08/0412015 Roof Framing Details_ Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope Rimboard / VERSA -LAM• blocking. V' greater than Ventilation cut: 3 of length,'/x of depth* fitFlange VERSA LAM* blocking ntilation 'V" cut: length,'/x of depth 2x4 blocking Tiange of BCI• Joists may for soffit foe birdsmouth cut only at support. i sthe low end of the joist. 2'f" irdsmouth cut BCI• Joist Simpson VPA or USP TMP connectors or equal can max Flange of BCI• Joists may be birdsmouth cut only atlate, ange must bear fully on web stiffenerbeusedinlieuofbeveledplateforslopesfromthelowendoftheoistBirdsmouthcutBCI• Joist3/1.2 each side. to 12/12. flange must bear fully on plate, web stiffener requiredrequired each side. Bottom flange shall be fully supported. Simpson or USP LSTA24 strap, nailing per Simpson or USP LSTA24 strap where slope 10d nails 2x4 one side for 135 PLF max. at 6" governing building code. exceeds 7/12 (straps may be required for lower o.c. 2x6 one side for 240 PLF max. BCI blocking slopes In hlgh-wind areas). Nailing per governing VERSA- AM LVL Holes cut building code. support beam. for ventilation. VERSA -LAM• LVL support beam. Backer block. Thickness per corresponding BCI• series. 2x block BCI• blocking Holes cut oublebeveled Beveled web stiffener 4'-0" hodz. for ventilation. wood plate. on each side. i Blocking on both sides of ridge may be required for 2'b" horiz. shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. l st may be Backer block Lhen L exceeds i minimum 12" wide). 2'-0'ing. I Joist Nailwithl0-10dnails. max Hanger g as required. Nail outrigger i through BCI• C web. DO NOT beveFtut joist iller block. Nall beyond inside face of wall, except with 10 -10d nails. for specific conditions In details x outrigger shown on pages 6 and 13 of the Backer block required where top flange tched around BCI• Eastern Specifier Guide. joist hanger load exceeds 250 lbs. flange. Outrigger Install tight to top flange. cing no greater n 24" on -center. LATERAL SUPPORT BCI• Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAM*, BOISE CASCADE' Rimboard or BCI° Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI• Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCIeJOISTS Minimum end bearing: 1%" for all BCI•Joists. 3%" is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC• software. NAILING REQUIREMENTS BCI• rim joist, rim board or closure panel to BCI• joist: Rims or closure panel 1Y4 Inches thick and less: 2-8d nails, one each in the top and bottom flange. BCI' 4500s/5000s rim joist: 2-10d box nails, one each In the top and bottom flange. BCI.6000s/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCI.6500s/90s rim joist: Toe -nail top flange to rim joist with 2-10d box nails, one each side of flange. BCI• rim joist, rim board or BCI° blocking panel to support: Min. 8d nails@ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI°joist to support: 2-8d nails, one on each side of the web, placed 1% Inches minimum from the end of the BCI• Joist to limit splitting. Sheathing toBCIOjoist: 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 forfloor diaphragm nailing specified at closer spacing thanlRC. Maximum nail spacingfor 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 ac er Filler Block Thickness 4500s 1.8 3 ° fanels'Y4" wood Two %" wood panels or 2 x _ 5000s 1.8 wo' Y4"od ora/ne ls Two Y.' wood panels or 2 x _ 6000s 1.8 1%" or two %" wood panels 2 x +'/,r" or %" wood panel 6500s 1.8 lw"0 od anor twoets sA" wo 2 x +%' or Y4' wood panel 60s 2.0 1%" or two %" wood panels 2 x _+'/,r" or 44" wood panel 90s 2.O 2 x lumber Double 2 x lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus Y4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI° JOISTS FROM THE WEATHER BCIm 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. Deeperjoists that what is structurally needed may be advantageous In ventilation design. Consult local building official and/or ventilation specialist for speciflc ventilation requirements. BIRDSMOUTH CUTS BCI• Joists maybe 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. Bose Cascade EWP • Eastem Specd er Guide • 0810412015 Span Tables ___ Maximum clear span in feet and inches, based on horizontal spans. BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 11%11 14" 16" 9'/2' 11%" 14" BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 5000s 1.8 BCI° 5000s 1.8 BCIo 5000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 ; 8/12 4/12 1 4/12 8112 4/12 4112 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or ; to to or to to or to to or to to psf] psf] Less 8/12 i12/12 Less 8/12 12/12 Less 8/12 ,12/12 Less! 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less, 8/12 12/12 Non- 20 10 23'-10" 22'F" 29-10" 28'-5" 26'-9" 24'-10" 32'-3" 39-5" 29-3" 35'-9 33-T 31'-3" 4'- 1 O'l 23'-5" 21'-9" 29'-7" 27'-11' 25'-11' 33'-8" 31'-9" 29'-5" Snowl 20 15 122'-7" 21'-3" 19-T 26-11" 25'-3" 23'•4" 39-7" 28'-9" 26'-6" 33'-0" 31'-10" 29'A' 23'-6" 22'-1" 20'-5" 28'-0" 26'-4" 24'-4" 1'-10' 29'-11' 27'-7" 125% 20 20 21'-7" 20'-2" 19-T 25'-8" 24'4" 27-1" 29'-2" 27'4' 25'-1" 31'-4" 30'-3" 27'-10" 22'-5" 21'-0" 19'A" 26'-9" 25'-0" 23'-0" 30'-5" 28'-5" 26'-2" 25 10 27.8" 1 21'-5" 19'-11" 26-11" 25'-0" 2Y-6' 30'-2" 29'-0" 26-11" 37-3" 31'-T' 25-10" 23'-7" 22'4" 20'-9" 28A" 26'-7" 24'-9" 1'-11" 30'-2" 28'-1" 25 15 21'-T 2V4" 19-10" 26-9" 24'-7' 22'-5" 28'-2" 27'-5" 25-0" 30'-1" 29 4" 28'-3" 22'-6" 21'-2" 19'-7" 6'-10" 25'-3" 23'A" 30'-3" 28'-8" 26'-7" 12" O.C. 30 10 21'-8" 2V-6' 19-1" 26-9" 24'-5" 22'-9" 28'-3" 27'-9" 26-11" 30'-7' 29$' 28'-8" 22'-7" 21'4" 19'-11' 6'-10" 25'-5" 23'-9" 30'4" 28'-11' 2T-0" Snow 30 15 20'-9" 19-T 16-2" 24'-5" 234" 21'-8" 26-T 25-11" 24'-T' 28%6' 2T-9" 26-10" 21'-7" 20'-5" 18'-11 25'-9" 24'4" 22'-7" 28'-6" 27'-8" 25'-8" 115% 40 10 15$" 18'-11" 17'-l(Y' 23'-2" 22'-0" 21'-3" 26-3" ' 24'-11" 24'-7' 2T-0" 25$" 26'-1" 20'-6,19'$" 18'-7" 24'-5^', 23'-5" 22'-2" r---- 27'-2"; 26'-8"; 25'-2" 40 1-- 15— 15-5 18" 1T-1" 22'-1" 21' 8" 20-0" 24- 4-1 23' T' 27-11" 24''1" 23' 25$" 2S-T 24'-6" 20'-2"I 19'-1" 17'-10' 23'-8"' 22'-9"; 21'-3" 5'-10'125'-4"I 24'-1" 21'-2" 217-10" 19'-9" 23'-1"'27-10"' 227.5' 24'-8" 1 24'-4''24'-0" 19'-0" 18'-3"' 17'-3" 22'-8"' 21'-9" 20'-7" r---`--- 4'-10" 24'-6", 23'-5" 50 10 18'J' 1T-6' 16'-7" 1515 r —4 - 17'-11" 17'-0" 1 16-T 20-A". 20'-0" i 19'A" 50 22'-2" ' 21'-9" ; 21'-3" 23'$' 23-3' 22'-9" 19'-0",18A",16-11 1'-10"i 21'-5" 20'-2" 23'-9" i 23'-4" 22'-10' Non- 20 10 21'-7' 20'-5" 18'-11" 25-9" 24'-3" 22'-6" 29'-3" 27'-7" 25'-T' 31'.5" 30' 7" 28'-0" 22'-6" 21' 3" 19'-8" 6'-10' 25'-4" 23'-6" 30'-6" 28'-9" 26'-8" Snow 20 15 20'f" 1 19'4" 17'-9" 24'-0" 22'-11" 21' 1" 27'-2" 26'-0" 24'-0" 29'-0" 28'-7' NJ" 21'-4" 20'-0" 18'-6" 25'-5" T-10' 22'-0.. 8'-11' 27'-1" 254" 125% 20 20 19'$" 18'-3" 16-10" 23'-3" 21'-9" 20'-0" 254' 1 24'-5" 22'-9" 2T-1" 26'-7' 24'-11" 20'-4" 19'-0" 17'-6" 24'-3" 22'-8'20'-10' 27'-2"125'-10' 2T-9" 25 10 20'-0" 19-6' 1 18'-1" 24,-0" 23-1" 21'-0" 26,-1" 25'-T, 24%5" 2T-11" 2T-4" 26'-7" 21'4" 20'-2" 18'-10' P2V-7" 24'-1" 22'-5„ 28'-1" 27-4" 25'-6" 25 15 19'-T' 18'-51 17'-1" 22'4" 21'-T 2(Y4" 24'4" 23'-9" 22'-11" 26'-0' 254' 24'-5" 20'-5" 19'-2" 17'-9"2'-10" 21'-2" 26'-2" 25'-6" 24'-1" 16" o.c. 30 10 17-T 18'-7" 1TA" 22'-5" 22'-0" 20'•7" 24'-5" 24'-T 23'-5" 2ti-1" 25$" 26-0" 20'-5" 19, 4" 18'-1"23'-1" 21'-6" 26'-3" 25'-9" 24'-5" Snow 30 15 18'-7" 17'-9" 16-6" 21A" 29-7" 19'-7" 23'-0" 22'-5" 21'-5' 24'-T' 24'- 23%3" 19'-7" 18'$" 17'-2"22'-0" 20'-5" 24'-8" 24'-1" 23'-3" 115% 40 j -10 1T-8" VA" i 16'-2" 20'-1" 19'-9" 19'-3" 21'-10" 21'-7" 2T-1" 23'-0" 2T--0Y 22'-7" 18'-7" 17'-10"16'-10'21'-3', 20'-1" 23'-6" 23'-2"; 22'-8" 16'-10"f 16'$t15'$" J_--_--- 19- 1" 18' 8" 401518' 2" 20 10 20 5" I15 10 27-3"21'-1d' 21'-3" 18'-1" 1T4" 16' 1"20'-1"i 19'-3" 22 4" 21'-11" 21'" 50 10 5'-10" 15'-0" 16'-2" 150 18'-0" 1 ; 8'-1" 1T• 15' 19'-11" 19'-5' , 15-5' 21'-0" 21'-1" 1T-2",16'-6"i 15'-8" 19'$",19'-5" 18'-8" 21'-5" 21'-2" 20'-10' 15 15-6- 16-3" 14'-T IT-T 1 17'-3" 116'-10" 19'-2" 19-10" 19-5' 20'-S'' 20-1 19-9" 19'$" 16$"t 16'4"' 15'4" 18'-10" 18'-6" 18'-1" 20'-7", 20'-2" 19'-9" Non- 20 10 29-4" 1 19-2" 1 1 T -9" 24'-2" 22'-10" 21' 2" 26-10 25'•11" 24%1" 26-8" 28'4' 26'-8" 21'-2" 19'-11' 18'-6" 25'-2" 23'-9" 22'-1" 28'-8" 2T-0" 25'-1" Snow 20 15 19'-3" 1 16-1" 1 16$' 22%9" 2V-6" 19-10" 24'-9" 24'-0" 27-T' 26-5" 25-8" 24'-8" 20'-0" 18'-10' 17'4" 3'-10' 22'-5" 20'-8" 26'-T- 25-6" 2T-6" 125% 20 20 18'-4" 1T-2" 15'-9" 21'-2" 20'-5" 19.9" 23' 1" 22'-0" 21'-3" 24'-8" 23' 1lY' 22'-9" 19'-1" 17'-10' 16'-5" 22'-9" 21'-0" 19'-7" 4'-1012T-11'122'-3" 25 10 15-3" 19-3" 17'-0" 21'-1OP' 21'-5" 20'-2" 23'-1lY' 23'-4" 27$" 26-T 24'-11" 24'-3" 20'-1" 19'-0" 17'$" 23'$" 22'-7" 21'-1" 25'-7" 25'-1" 23'-11' 25 15 18'-0" 17'4" 164Y' 21Y-5" 15-10" 19'-1" 22'-3" 21'-8" 29-1T 23%9" 23'-1" 22'-0" 19'-2" 18'-0" 16'$" 21'-11" 21'-4" 19'-11' 3'-10" T-3" 22'-5" O. C. 1 30 10 18'-0" 1T-5" 16-3" 20'•5" 29-1" 19-5" 22'-3" 21'-11" 21'4' 23-IT 23-5' 27-10" 19'-2" 18'-2" 16'-11 22'-0" 21'-7" 20'-2 3'-11" 23'-6" 22'-11' C. Snow 30 15 16'-11" 15-T' 16-6' 19'-3" 18'-9" 19-2" 29-11" 20'-5" 19'-10" 27-5' 21'-10" 21'-2' 18'-3" 17'A" 16'-1" 20'-8" 20'-2" 19' 2" 22' 6" 22'-0" 21'-3" 115% 40 10 16'-2" 16-11" 15'-2" 18'-3" 18'4' 17'-8" 15-11"19'-8" 19.3" 21'A" 21'-0" 20'-7" 17'4" 16'-9" 15'-10 19'-8" ! 19'4" 18'-10' 21'-5".21'-1"i 20'-8" I 19'-0' 16'$" 16'-2" 15'-2" 18'$",18'-4" 17'-10' 20' 4" 20'-0"j 19'-5" 50 j 10 14'-9" ' 14'-0" 14A 16'$" 16'-0" 116'-2" 18'-2" 18'-0' , 1 Tor 15-6' 15-3' 5- 6' 1T-11" 1T-9",1T-5" 19'-7"' 19'-4" 19'-0" 50 15 14' 1" ,113'- 0" 13'7" 16'-0' 15'-9" 15'-0" 18-5" , ti'-2" , 1(i-5' 18'$" i 18 -11" 118.4' 14'$" 5- 2" ;1 ;14'-4" 1 '-11 16''- 16'$" 18'-9" 18'-5" 19'-0" Non- 20 10 19-19- 17'-9" 16-6" 22'-0" 21--1" 19' 7" 24'-0" 23'-5" 22'4' 25'-7" 25--g- 24'-3" 19'-7" 18'-6" 17'-2" 23' 4" 22'-0" 20'-5" 25'-9" 25'-0" 23'-3" Snow 20 15 17'-10" 16'-9" 15'-5" 20'-3" 19'-8" 18'4" 22' 1" 21'-5" 20'•T' 23%8" 27-11" 22'-0" 18'-6" 17'-5" 16'-1" 1'-10' 20'-9" 19'-2" 23'-9" 23'-1" 21'-9" 125% 20 20 16%8" 15'-11" 14'-7" 18'-11" 16-3" 17'-5" 29 19'-11" 19'-0" 22'-1" 21'-3" 20'4" 17'-8" 16'-7" 15'-3" 20' 4" 19'-8" 18'-2" 22'-2" 21'-5" 20'-5" 25 10 17'-3" 16'-10" 15'-9" 19'$" 1T-2" 18'-7" 21'-3" 29-10' 29-3" 27-9" 27-3" 21'-8" 18'$" 17'-7" 16'4" 21'-0" 20'-7"r175"' 2'- 10" 22'-5" 21'-9" 25 15 16'-1" 15'-T' 14'-10" 19-2" 17'-9" 17'-1" 19'-10" 19'-4" 19-9' 21'-3" 29-6' 19'-11" 17'-3" 16'$" 15'-5" 19'-7" 19'-1" 21'-4" 20'-9" 20'-0" 24" 30 10 16'-1" 16-10" 16-1" 19-3" 1T-11" 17'-0" 19'-11" 19'-T 19'-1" 21'-3" 20-11" 20'5" 17'4" 16'-10 15'-8" 19'-7" 19'-3" 21'-5" 21'-0" 20'-6" O. C. Snow 30 15 15'-2" 14'-9" 14'A" 1T-2" 16'-9 16' 3 16-9" 19-3" 1T-T 29 0' 19-T 18'-11" 16'-3" 15'-11' 14'-11 18'-5" 18'-0" 20'-1" 19'-81,19'-0" 115% 40 , 10 14'-5" 14'-7' 13'-11" 16'-0" 16' 1 15-9" 1T-10 i 17'-7" 1T-7' 19-9' 16-9" i 18'-5" 15'$" 15'4" 14'-7" 17'-7"' 17'4" 16-11' 19'-2",18'-10" 18'$" 40 15 1T-9 113'-5" 13A' 15'-0" 16-3"114-10" 16'-11" 16-7" 116'-T 19-1"11T-9" 1T-3" 14'-9'j 14'-5" 14'-0" 16'-8" 16' 4" 15'-11' 18'-2"'1T-10'j 17'A" 50 10 13%2" 13'-0" ' 17-9" 14'-11"1 14'-5' , 14'-6' 16'-3" . 16'-1" ; 15-9" 1T-4"', 1T-7' j16-10" 14'-2";1T-11"113'-7" 16'-0" 15'-10" 15'-T' 17'-5" 17'-2",16'-7" 50 15 12'-7" 174" 17-1" 14'-3" ! 14'-0" ! 13'-9" 16-7" 15'4" ,14'-11" 15.6' 116-9- 15'" 13'•6" 13'4"' 13'-0" 15'-4" 14'-11" 14'-3" 16'-2" 15'-8" ,14'-11' Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern Specifier Guide • W04/2015 1 Roof _Span Tables__ Maximum clear span in feet and inches, based on horizontal spans. BCI® 6000s 1.8 Series 25/16" Flange Wdth sz a BCI° 6000s_1.8_- BCI° 6000s-1.8 _ B_CI° 6000S 1.8- BCI° 6000s 1.8---_ Live Dead 4/12 4/12 8/12 4/12 4/12 1 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or i to to or to toI or to to psf] [psf] Less 8/12 12/12 Less 8/12 12/12I Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 26'-0" 24'-6" 22'-9" 30'-11" 29'-2" 27'-0" 35'-2" 33'-2" 30'-9" 38'-10" 36' 7" 34'-0" Snow 20 15 24'-7" 23'-1" 21'-4" 29'-3" 27'-6" 25'-4" 33'-3" 31'-3" 28--10" 36'-9" 34'-6" 31'-10" 125% 20 20 23'-6" 22'-0" 20'-2" 27'-11" 26'-1" 24'-0" 31'-9" 29'-9" 27'4" 35'-1" 32'-10" 30'-2" 25 10 21'-8" 29'-4" 2T-9" 25'-10" 33'4" 31'-0" 29'-4" 36'-10" 34'-10" 32'-5" 25 15 2" 20'-0" 28'-0" 26'-4" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" 12" O.C. 30 10 EjjT J"22'4- 20'-10" 28'-0" 26'-T' 24'-9" 31'-11" 30'_2" 28'_2" 35-1" 33'_5" 31'-2" Snow 30 15 22'-7" 21'4" 19'-9" 26-11" 25'4" 23'-6" 30^-7" 28'-10" 26'-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" i 20'-7" 19'-5" 25'-0" 24'-0" 23'-1" 29'-0" 27'-10" 26'-3" 31'4" 30'-9" 29'-0" 40 15 21'-1" 20-018'-7" 22'-2" 27'-11" 29'-10" 29'-3" 2T-10" 25'-1" 23'-9" 27'-1" 25'-2" 50 10 19'-10" 19'-1"- 18'-1" 2T-T' 22.8" 21-6 26'-9" 25'-9" 24'-6" 28'.8" 28'-3" 2T-1" 50 15 19'-10" 18'-11" 17'-8" 23'-7" 22'-6" 21'-0" 25-8" 25'-3" 23'-11" 27'-5" 1 27'-0" 26'-5" Non- 1 20 10 23'-6" 22'-2" 20'-7" 28'-0" 26'-5" 24'-6" 31'-10" 30'-0" 27'-10" 35'-2" 33'-2" 30'-10" Snow 20 15 22'-3" 20'-11" 19'4" 26'-6" 24'-11" 23'-0" 30'-2" 28'-4" 26'-2" 33'-4" 31'4" 28'-11" 125% 1 20 20 21'-3" 19'-11" 18'4" 25'-3" 23'-8" 21'-9" 28'-9" 26-11" 24'-9" 31'-5" 29'-9" 27'-5" 25 10 22'4" 21'-1" 19'-8" NJ" 25'_1" 23'-5" 30'-3" 28'-7" 26'-7" 32'-5" 31'-7" 29,_5" 25 15 21'4" 20'_1" 18'_T, 254" 23'-10" 22'-1" 28'-3" 27'-2" 25'_2" 30'-3" 29'-5" 27'-9" 16" 30 10 21'4" 20'-3" 18'-10" 25'-5" 24--1" 22'-5" 28'4" 27'-4" 25'-6" 30'4" 29'-9" 28'-3" o. a Snow 30 15 20'-6" 19'4" 17'-11" 244" 23'-0" 21'4" 26'-8" 26'-0" 24'-3" 28'-6" 27'-10" 26'-10" 115% 40 110 19'-5" 18'-7" 17'-7" 23'-1" - 22'-2" 20'-11" 25'-5" 25'-0" 1 23'-10" 27'-2" 40 t 15 19'-1" 18-1" 22'-2" 21'-0" 20'-1" 24'-2" 23'-8" ! 22'-10" 25'-10" 25'4" 24'-8" 50 10 J- _- 16- 10" 18'- 0" 17'-3" 16'4" 21'-3" 20'-6" 19'-6" 23'-2" 22'-11" 22'-2" 24'-9" 24'-0" 50 15 1T-11" 1T-1" 16'-0" 20'-4" 20'-0" 19'-0" 22'-2" 21'-10" 21'-4" 23'-9" 23'4" I 22'-10" N, n-I 20 1 10 1 22'-1" 1 20'-10" 19'4" 26' 3" 24'-10" 23'-0" 29'-11" 28'-3" 26'-2" 33'-1" 31'-2" 28'-11" Snow 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'-4" 26'-7" 24'-7" 30'-8" 29'-5" 27'-2" 125% 20 20 19'-11" 18'-8" 17'-2" 23' 9" 22'-3" 20'-5" 26-10" 25'4" 23'-3" 28'-8" 27'-8" 25'-9" 25 10 21'-0" 19'-10" 18'-6" 24'-11" 23'-7" 22'-0" 27'-8" 26-10" 25'-0" 29'-7" 28'_11" 27'-8" 25 15 20'-0" 18'-10" 17'-5" 23'-B" 22'-5" 20'-9" 25'-9" 25'-1" 23'-T' 27'-7" 26'-10" 25'-11" 19. 2" O. C. 30 10 20'-1" 19'-0" 17'-9" 23'-9" 22'-7" 21'-1" 25-10" 25'-5" 24'-0" 27'-8" 27'-2" 26'-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% 10 18'-3'1T-6" 16-'-6" 20'-10" 22'-10" 2-2-'4-" 4023'- 0-23'-4-t-15 21'- 3" 17'- 10" 17'-05'10" 20'-2" 19'-10" 19'- 8" 18'- 10" 23'- 2" 22- 21'-7" 24'-9" 23'--11-" 22'-6" 50 __ 10 16'-10" 16'-2" 15'4" 19'-5" 19'-2" 18'-3" 21'-1" I 20'-10" 20'-6" 22'-7" 22'4" 21'-11" 50 15 16'4" 16'-1" 15'-0" 18'-7" j 18'-3" 17-10 20'-3" 19'-11" 19'-5" 21'-8" 21'-3" 20'-10"! Non- 20 10 20'-6" 19'4" 17'-11" 24'4" 23'-0" 21'4" 27'-9" 26'-2" 24'-3" 29'-9" 28'-11" 26'-10" Snow 20 15 1 19'4" 18' 2" 16-10" 23'-0" 21'-B" 20'-0" 25'-8" 24'-8" 22'-9" 27'-5" 26' 7" 25-2" 125% 20 20 18'-6" 17'-3" 15'-11" 22'-0" 20'-7" 18'-11" 23'-11" 23'-1" 21'-7" 25'-7" 24'-9" 23'-7" 25 10 19'-5" 18'-4" 17'-1" 22'-8" 21'-10" 20'4" 24'-8" 24'-2" 2T-2" 26'-5" 25'-10" 25'-2" 25 15 18'-6" 17'-5" 16'-2" 21'-2" 20'-7" 19'-3" 23'-0" 22'-5" 21'-8" 24'-8" 24'-0" 23'-2" 24" O. C. 30 10 18'-7" 1T_T' 16'-5" 21'-2" 20'-10" 19'-0" 2T-1" 22'-8" 22'-2" 24'-9" 24'-3" 23'-8" Snow 30 15 17'-7" 16'-9" 15'-7" 19'-11" 19'-0" 18'-7" 21'-9" 21'-3" 20'-0" 23'-3" 22'-8" 21'-11" 115% 40 10 16'-9" 16'-2" 15-3" 19'-0" 18'-8" 18'-2" 20'-8" 20'4" 20'-0" 22'-1" 21'-9" I 21'4" 40 15 15'-11" 15'-7" 14'-8"- 21'-0" I 20'-T'_ 19' 8" 18'-0" 17' 8" 1T-2" 19 8" 19'-3" 18'-9" 50 10 15-11 14'- 11" 14'-3" 1T4" 17'-1" 16'-10" 18'-10" 18'-4" 19'-10" 1 19'-5" 18'-9" 50 15 14'-7" 14'4" 13'-11" - 16'-7" 16'4" - t--15'4, 18'-8" 1T-11" 1T4" 16'-0" 18'-3" 1T 8" t 16-10" EWP • Eastern Specitier Guide • 08104/2015 Maximum clear span in feet and inches, based on horizontal spans. BCI® 6500s 1.8 Series 729/16" Flange Width 9' BCI° 6500s 1.8 11 W BCI° 6500s 1.8 14" BCI° 6500s 1.8 16" BCI° 6500s 1.8 Dead 4/12 4/12 8/12 4/12 1 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/121LiveLoadLoadortotoortotoortotoortoto 1psfl psf] Less 8/12 12/12 Less 1 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 1 20 1 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-8" 35'-0" Snowl 20 1 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-1" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125% 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" c. O.C. 30 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 25'-6" 32'-10" 31'-1" 29'-0" 36'-3" 34'-4" 32'-1" Snow 30 15 23'-4" 22'-0" 20'-5" 27'-8" 26'-2" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6" 115% 40 10 22'-2'_ I 21'-3" i 20'-0" 26'-4" 25'-3" 23'-10" 29'-11'J 28'-8" 27'-1" 33'-0" _31'-8" 29'-11" 15 21'-9" 20'-7" 19'-3"- 25'-11'_ 24'-6" 22'-10" 29'-5" 27%10" 25'-11" 31'-5" 30'-9"_ I 28'-8" r 50 10 20'-6" 19'-8" 18'-8" 24'-4" 23'-4" 22'-2" 27'-8" 26'-7" 25'-2" 30'-2'- 29'-4" 27'-10" 50 15 20'-6" 19'-6" 18'-3" 24'-4" 23'-2" 21'-8" 27'-0" I 26'-4" 24'-8" 28'-11" 28'-5" 27'-3" Non- 20 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34'-2" 31'-9" Snow 20 15 23'-0" 21'-7" 19'-11" 27'-4" 25'-8" 23'-8" 31'-1" 29'-2" 26'-11" 34'-4" 32'-3" 29'-9" 125% 20 20 21-11" 20'-6" 18'-11" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 28'-2" 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25-11" 24'-1" 31'-2" 29'-5" 27'-5" 34'-1" 32'-6" 30'-3" 25 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 29'-8" 27'-11" 25-11" 31'-10" 30'-11" 28'-7" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-1" 29'-9" 28'-2" 26'-4" 31'-11" 29'-1" O.C. 31'-2" c. Snow 30 15 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28' 1" 26'-11"_L 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" I 26'-0" 24'-6" 2-2" 28'-7" 28' 27'-1" 4101519'-9" 118'-8" 17'-5" 20'-8" 25'-5" 24'-11" ' 23'-6" 27'-2" 26'-8" 25'-11" 23'-4" 22'-2" 50 10 18'-6" 17'-9" 16-11" 22'-1" 21'-2" 20'-1" 24'-5" 24'-1" 22'-10" 26--1" 25'-9" 25'-3 50 15 18'-6" 17'-8" 16'-6" 21'-5" j 21'-0" j 19'-8" 23'-5" ' 23'-0" 22'-4" 25'-0" 24'-7" 24'-0" Non- 20 10 22'-10" 21'-6" 20'-0" 27'-1" 25'-7" 23'-9" 30'-10" 29'-1" 27'-0" 34'-0" 32'-1" 29'-10" Snowl 20 15 21'-7" 20'-3" 18'-9" 25'-8" 24'-1" 22'-3" 29'-2" 27'-5" 264" 32'-3" 30'-3" 27'-11" 125% 20 20 20'-7" 19'-3" 17'-9" 24'-6" 22'-11" 21'-1" 27'-10" 26'-1" 24'-0" 30'-2" 28'-9" 26'-6" 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" O. C. O.C. 30 10 20'-8" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" 27'-3" 26'-6" 24'-8" 29'-1" 28'-7" 27'-4" Snow 30 15 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 19'- 10" 18'- 10" 18'-1" 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 23'-0" 26'-1" 25'-8" 1-25'-2" 40-_ t 15 18'-6" 17'-6 16'-4" 21'-3" 20'-10" 19'-5" F 23'- 2" 22'-9" 22'-1" 24'-9" 24'-4" 23'-8" 50 10 17'-5" 16'-8" 15'-10" 20'-5" 19'-10" i 18'-10" 22'-3" 22'-0" 21'-5" 23'-9" 23'-6" 23'-1" 50 15 17'-3" 16' 7" 15' 6" 19'-7" 19'-3" 18'-5" 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" Non- 1 20 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% 1 20 1 20 19'-1" 1 17'-10" 1 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" 26-11" 25'-3" 24'-4" 24" O. C. 30 10 19'-2" 18'-2" 16'-11" 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" Snow 30 15 18'-4" 17'-4" 16'-1" 21'-0" 20'-6" 19'-1" 22'-10" 22'-4" 21'-7" 24'-5" 123'-11" 23'-1" 20'- 0" 19'-8" 18'-9" 115% 40 1 10 17'-5" + 16'-8" 15'-9" 21'-9" 21'-5" 21'-0', 23'-3" 22'-11" 22'-3" 40 15 16'-9" j 16'-2" i 15'-1" 19'-0" j 18' 7" 18'-0" 20'-8" 20'-4" I 19' 3" 21'-7" 20'-9" 19'-8' 50 10 16'-1" 15'-5" 14'-8" 18'-3" 18'-0" 17'-5" 19'-6" 19'-0" 18'-5" 19'-10" 19'-5" 18'-9" 50 15 15'-5" 15'-2" 14'-4" 1 17'-3" I 16'-8" I 15'-11" 17'-11" 17'-4" 16'-6" 18'-3" 17'-8" 16-10" Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern Specifier Gaide • 08/0412015 Roof Span 1"ables------- -- --- -- — -- — Maximum clear span in feet and inches, based on horizontal spans. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3'/2' Flange Width 660s2.0 14" BCI° 60s 2.0 16" BCI° 60s 2.0 11Y." BCI° 90s 2.0 14" BCI° 90s 2.0 16" BOO 90s 2.0 Live Load psq Dead Load psf) 4/12 or Less 4/12 to 8/12 8/12 to 12/12 4/12 4/12 or to Less; 8/12 8/12 to 12/12 4/12 or Less 4/12 to18/12 8/12 to 12/12 4112 or Less 4112 to 8/12 8/12 to 12/12 4112 or Less 4112 to 8/12 8/12 to I12/12 4/12 or Less 4112 to 8/12 8112 to 12/12 Non- 1 20 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 33'-11" 42'-11" 40'-6" 37'-7" 39'-0" 36'-10" 34'-2" 44'-3" 41'-9" 38%9" 49'-0" 46'-3" 42'-11" Snow 20 15 32'-4" 30'-4" 28'-0" 36'-9" 34'-6" 31'-10" 40'-8" 38'-3" 35'-3" 37'-0" 34'-9" 32'-1" 41'-11" 39'-4" 36'-4" 46'-5" 43'-7" 40'-3" 125%1 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" 1 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" 32'-7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0" 40'-11" 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 JO 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" o.c. Snow 15 29'-8" 28'-0" 26'-0" 33'-9" 31'-10" 29'-7" 37'-5" 35'1 32'-9" 34'-0" 32'-1" 29'-9" 38'-6" 36'-4" 33'-9" 42'-8" 40'-3" 37'-4" 115%, 40 1 10 40 15_ 50 10 50 15 28'-2" 27'-9" 26'-1" 26' 1" 27'-0" 25'-6" 32'-1" 31'1 29'_8" 29'-B" 30'-9" 29'-0" 27'-10" 27'-0" 26'-5" 35'-6" 34'-11 ' 32'-11" 32'-11" 34'-1" 32'-2" 30-10' 29'-11" 29'-3" 32'-3" 30'-11" 31'-9"T30'-0" 29'-10" 28'-8",1 29- 10" 28'-5" 29'-2" 28 -0" 27'-2" 26'-T' 36' 6" 35'-0" 36'-0"_34'-0" 33'-10'` 32'-5' 33'-10" 32'-3" 33'-1" 31'-9" 30'-10' j 30'-1" 40'-6" 38'-10" 36'1 39'-10"1 37'-9" 35' 2" 1 — 3T-6" 35'-11" 34'-2" 37'-6" 1, 35'-8" ! 33'-5" 26'-3" 25'-0" 24'-10" 24'-6" 23'-9" 23'-3" 29'-10' 28'-6" 28'-3" 33'-1" 31'-6" 31'-4" Non- 1 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'-11" 26'-2" 24'-1" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'_11" 29'-11" 27'-6" 36'-2" 33'-11" 31'-2" 40'-1" 37'-7" 34'-7" 25 10 29'-4" 27'-9" 25'-10" 33'-5" 31'1 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" 34'1 31'-8" 40'-2" 37'-10" 35'-1" 16" 30 10 28'-1" 26'-7" 24'-10" 31'-11" 30'1 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" O.C. 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" 33'-10' 115% 40 1 10 25'-6" 24'-6" 23'-1" 22'-2" 21'-6" 21'-0" 29'-0" 28'-7" 27 _10' 27'-1" 25'-9" 25'-7" 26'-4'_ 25'-3" 24'-6" 23'-11" 32'-2" 31'-8" 29'-9" 28'-7" 30'-10' 30'-0" 28'-7" 27'1 29'-2" 27'-11" 2T-1" 26'-5" 29'-2" 28'1 26'-5" 33'-1" 31'-9" 30'-0" 32'-7" 30'-10"1 28'-9" 30'-7" j 29'-5" i 2T-11" 30'-7" .. 29'-2" 1 27'-3" 36'4" 1 35'-2" 1 33'-3" 36'-1"' 34'-2"j31'-10" 33'-11" 32'-7" 1 30'-11" 33'-11" 32'-4" ; 30'-3" 40 15 r --- - 10- I 50 10 50 15 HA I' 23'-7" 23'-7" 23'1 22'-8" 22'-6" 28'-9", 27'-2" 25'-4" 27'-0" 25'-11"i 2-4'-7" 27'-0" 25'1 24'-1" 26'-10' 26'-10' Non-1 20 10 29'-1" 27'-5" 25-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29'-1" 37'-8" 35'-6" 33'-0" 41'-8" 39'-4" 36'-7" Snowl 20 15 27'-6" 25'-10" 23'-10" 31'-3" 29'-5" 27'-1" 34'-8" 32'-7" 30'-1" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-1" 34'-3" 125%1 20 20 26'-3" 24'-7" 22'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 28'-6" 30'-0" 28'-1" 25-10" 34'-0" 31'-10" 29'-3" 37'-8" 1 35'-3" 32'-5" 25 10 27'-7" 26'-1" 24'-3" 31'-4" 29'1 27'-7" 34'-9" 32'-10' 30'-7" 31'-6" 29'-10" 27'-9" 35'-9" 33'-10" 31'-6" 39'1 37'-5" 34'-11" 25 15 26'-3" 24'1 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" 37'1 35'-7" 32'-11" 19'2" 30 10 26'-4" 25'-0" 23'-4" 30'-0" 28'-5" 26'-6" 33'1 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" 37'-10" 35'-10" 33'-6" O.C. Snow 115% 30 15 40 -10 40 15 1 50 10 50 15 25'1 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" 24'-0" 23'-7" 22'1 22'-2" 23'-0" 22'-4" 21'-3" 21'-2" 21'-9" 20'-10' 20'-3" 19'-9" 27'-3" 26'-10' 25'-3" 23'-9" 26'-2" 25'-5" 24'-2" 23'-0" 24'-8" 23'-8'_ 23'-0" 21'-11" 30'-2" 28--1" 25'-10" 23' 9' 29'-0" 27'-0' 25'-3" 23' 0" 27'-4" 25'-7" 24'-5" 21'-11" 27'-5" ' 26'-3" 26'-11't25_'-6_3%10" 25'1 24'-4"1 25'-4" 24'-2" 24'-10" 23'-1" 22'-7" 31'-0" 129'-10"' 28'-2" 30'-7"'I28'-11"; 27'--' 28'-8"1 27'1 26'-2" 28'-B"! 27'-5" 25'-7" 34'-5" 33'-0" t 31'-2" 33'-10"1 32'-1"L29'-11" 31'1' 30W" 29'-1" 29'18 28'-8" 27'-5" Non-1 20 1 10 26'-11" 25'-5" 23'-7" 30'-7" 28'-10' 26'-10" 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10' 32'-11" 30'-7" 38'-7" 36'-5" 33'-10' Snowl 20 1 15 25'-6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-1" 30'-2" 27'-10" 29'-1" 27'-4" 25-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 131'-9" 125%1 20 1 20 24'-3" 22'-9" 20'-11" 27'-7" 25'-10" 23'-10' 30'-7" 28'-8" 26'-4" 27'-9" 26'-0" 23'-11" 31'-5" 29'-6" 27'-1" 34'-10" 32'-8" 30'-1" 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" 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. Eq30 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 115% 15 40 10 40 1 15 50 10 50 15 23'-4" 22'-1" 20'-6" 26'-7" 25'-1" 24--1" 21 -6" 20'-2" 18'-4" 23'-4" 24'-5„ 26'-9" 25'-3" 23'-5" 25'-4"' 24'-4"' 23'-0" 24'-11", 23'-7' 22'-0" 23'-5" 22'-6" t 21'-5" 23'-4" ' 22'-4" , 20'-11" 2_6'_7" 33'-7" 31'-8" 29'-5" 22'-2" 21'-10" 20'-6" 19'-0' 21'-3" 20'-8' 19'-8" 18'4" 20'-1" 19'-3" 18'-9" 17'.6" 24'-9" 22'-5" 20'-8" 19'-0" 22'-10' 20'-5" 19'-6" 17'-6" 27'-4" 24'-9" 22'-5" 20%8" 19'-0" 26'-1" 24'-1" 21'-6" 20'-2 ' 18'-4" 23'-1" 20'-5" 19'-6" 17'-6" T"6 23'-6" 26% 25'-0" 24'-1" 22'-9"; 21'-8" 30'-11"` 30'-0"128'-10" 28' 0" 26'-11"; 25'-6" 25'-9" 25'-2" { 24'-4" 23'-8" ; 22'-11 "' 21'-10" Boise Cascade EWP - Eastem Specifier G.ode - 0810412015 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 31/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 11/4" Flange Width 91/2" 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 I Deflect. Total Load Deflect. Span Length Non- Snow I Snow I 115% 125% I U240 Snow 115% Non- Snow 125% U240 Non- Snow Snow 115% j 125% ; U240 Snow 115% Non - Snow 125% U240 6 315 343 338 367 353 383 - 356 i 387 7 270 294 289 315 302 329 - 305 332 8 236 257 - 253 275 264 ! 287 ; - 267 j 290 9 210 228 225 245 235 1 255 ! - 237 258 10 889 205 202 220 211 230 - 214 232 11 172 I 187 184 200 192 209 - 194 211 12 147 160 169 183 1 - 176 191 - 178 193 13 125 ; 136 156 169 162 177 - 164 179 14 108 I 118 107 139 151 151 164 - 152 166 15 94 102 88 121 131 141 153 I - 142 155 16 83 90 73 106 115 126 137 - 133 145 17 73 80 61 94 102 111 '121 - 125 136 18 65 67 1 51 84 91 99 108 - 113 123 19 58 I 58 1 44 75 82 73 89 97 - 102 111 20 49 49 38 68 I 74 63 80 87 - 92 100 21 43 43 33 61 67 54 73 i 79 i - 83 90 22 I 1 56 61 47 66 72 - 76 82 23 51 54 42 61 66 - 69 75 24 47 48 37 56 I 60 j 54 64 69 25 43 43 32 51 56 48 59 64 26 47 51 i 42 54 59 27 44 48 38 50 54 28 41 44 i 34 47 51 1 46 29 43 47 1 41 30 I 1 40 44 1 37 Total Load values are limited by shear, moment, or deflection equal to U180. Deflection values (Deflect.) are limited by live load deflection equal to U240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least %4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern Specifer Guide • 08/04/2015 Roof Load -Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and,125%•.• Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 5000s 1.8 11W BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load i Deflect. Total Load Deflect. Total Load Deflect. Span Length i Snow ! Non -Snow 115% I 125% I U240 Snow 115% Non -Snow 125% U240 Snow Non -Snow j 115% ! 125% i U240 6 315 ! 343 ! - 338 367 353 383 - 7 270 294 - 289 315 302 329 i - 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 I 200 192 209 + - 12 157 I 171 - 169 183 176 191 i - 13 145 158 I - 156 169 162 177 I - 14 125 I 136 120 144 157 151 164 - 15 109 118 98 135 147 141 153 - 16 95 I 104 81 122 133 132 143 17 85 89 68 108 118 124 135 - 18 75 1 76 58 96 105 114 124 - 19 65 1 65 I 49 87 94 82 103 112 20 56 56 42 78 85 71 93 101 1 - 21 48 48 37 71 I 77 61 84 91 ' - 22 42 42 32 64 70 54 76 83 I - 23 59 62 47 70 76 68 F---- 24 54 54 41 64 70 i 60 25 48 48 37 59 64 54 26 43 43 33 55 59 48 27 I I 51 55 43 28 47 50 38 4+e tom ! •.. y ,: y.:i. 7 y, Nil Boise Cascade EWP • Eastem Specifier Guide . 08104/20' 5 Roof Load_Tables 21 Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/z' per foot or less. For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16'Flange Width 9'/Z' BCI® 6000s 1.8 l l%" BCI11600I0s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load I Deflect. Total Load I Deflect. Total Load i Deflect. Total Load I Deflect. Span Length Non- Snow Snow i 115% 125% 1 L/240 Snow 115% Non- Snow 125% L/240 Non- Snow , Snow 115% 125% I L/240 Snow 115% Non - Snow 125% L/240 6 360 392 1 - 375 408 390 424 - 398 432 7 309 j 336 1 - 322 350 334 364 - 341 371 8 270 i 294 - 281 306 293 1 318 - 298 324 9 240 261 - 250 272 260 283 ! - 265 288 10 216 1 235 - 225 245 234 254 - 238 259 11 196 j 213 i - 204 222 213 231 - 217 236 12 180 196 I - 187 204 195 212 - 199 216 13 166 180 - 173 188 180 196 - 183 199 14 145 158 135 161 175 167 182 - 170 185 15 126 137 i 111 150 163 156 169 ; - 159 173 16 111 121 92 140 153 146 159 - 149 162 17 18 F 98 I 101 1 78 86 F 86 — 66 126 112 137 122 108 137 149 ! - 130 141 1 - 140 132 152 144 19 74 I 74 56 101 110 92 120 130 - 125 136 20 63 63 48 91 99 80 108 117 1 - 119 129 21 55 55 42 83 90 69 98 107 - 112 122 22 48 48 36 75 79 60 89 j 97 I 88 102 111 23 42 42 32 69 70 53 82 89 78 93 101 24 61 61 47 75 81 i 68 86 93 25 54 54 1 42 69 75 1 61 79 86 26 49 49 37 64 69 54 73 79 27 43 43 33 59 63 48 67 73 65 28 55 57 j 44 63 68 58 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least'/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern SpeaFer GWle • 08/0412015 Roof Load Tables _ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) and •. • Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 29/16" Flange Width 9'/2" BCI® 6500s 1.8 11'/e" BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load I Deflect. Total Load I Deflect. Total Load Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125% L/240 Snow 115% Non- Snow 125% U240 Snow 115°/u Non- Snow 1250% U240 Snow 1159/6 Non - Snow 125% L/240 6 360 392 375 408 390 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 188 180 196 183 199 14 154 168 147 161 175 167 182 170 185 15 140 152 121 150 163 156 169 159 173 16 123 132 101 140 153 146 159 149 162 17 109 111 85 132 144 137 149 140 152 18 94 94 72 125 135 118 130 141 132 144 19 80 80 61 112 122 101 123 134 125 136 20 69 69 53 101 110 87 117 127 119 129 21 60 60 46 91 99 76 108 118 113 123 22 52 52 40 83 87 66 99 107 96 108 118 23 46 46 35 76 76 58 90 98 84 103 112 24 41 41 31 67 67 51 83 90 74 95 103 25 60 60 45 76 83 66 87 95 26 53 53 40 71 77 59 81 88 79 27 47 47 36 65 69 53 75 81 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 51 39 60 66 52 31 46 46 35 57 62 47 32 42 42 32 53 56 43 33 1 1 1 50 51 39 34 47 47 1 36 35 43 1 43 1 33 Boise Cascade EVVP - Eastern Specifier Gwde . OW0412015 Roof _Load Tables ---- Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3'/2' Flange Width 11%" BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11W BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Total L Total Load Dpflect Total Load !QPflPd Total L ad IDeflect. Total Load Definact. Defled Span Length Non- Snow ! Snow o! o I I I Non- Snow !Snow o a I Non- Snow Snow I o o; Non- Snow ' Snow o aInAno Non- ! Snow; Snow ' eQ 1/240 atal-L—oad Non - Snow ! Snow ral11240 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 10 247 269 269 247 269 304 330 306 333 308 335 11 225 245 247_ 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 1 - 147 159 22 106 106 81 112 122 112 122 138 118 139 151 140 152 23 93 93 71 107 117 103 107 117 132 150 136 104 133 144 134 145 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 1 82 122 133 117 123 134 26 65 65 50 94 94 72 95 103 96 73 117 128 1 104 118 129 27 58 58 44 85 85 65 91 99 87 96 86 86 65 113 123 94 114 124 28 52 52 40 76 76 58 88 96 78 77 77 59 109 110 84 110 119 29 47 47 36 69 69 52 85 92 71 70 53 100 100 76 106 115 102 30 43 43 32 62 62 47 82_ 84 64 63 70 63 48 91 91 69 102 111 93_ 31 56 56 43 76 76 58 57 57 44 82 82 63 99 108 85 32 51 51 39 69 69 53 52 52 40 75 75 57 96 101 77 33 47 47 36 63 63 48 48 48 36 69 69 52 92 92 71 34 43 43 33 58 58 44 44 33 63 63 48 85 85 65 35 53 53 41 40 44 40 31 58 58 44 78 78 59 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Boise Cascade EWP • Eastern Specder Guide • 0810412015 Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC° software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least'/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI®-Design _Properties-_-- BC 1® Joist Series Depth inches] Weight plf] Moment ft-Ibs] El x 10e lb-in2][Ibs] K x 10e Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 1'/ 2" Bearing 3'/2" Bearing 3'/2" Bearing T -- No WSI'1 I WS() 5'/" Bearing No WS(1) WS(2) NoWSMWSRiNoWS(') WS() 9'/ 2 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 2525 2750 4500s 117/a 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 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 2525 2750 5000s 11Ya 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 1 3050 2525 3200 16 3.1 4715 580 9 1975 950 1625 1500 1975 2400 1 3200 2525 3350 9'/ 2 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11Y& 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 1 3350 2950 3350 9'/ 2 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 2650 2700 i 2750 6500s 11Ma 3.0 4495 365 7 1675 1175 1425 1425 1475 2500 2850 2900 i 3000 1. 8 14 3.3 5330 535 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.5 6085 720 9 2175 1175 1625 1550 1975 2650 13350 2950' ; 3350 3. 2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 j 3250 60s117/e 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 1 3200 3750 4. 3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 4350 90S11% 2. 0 14 4.6 11390 980 8 2350 1450 1950_ 1850 2150 3400 13850 4100 4450 016 4.9 1 13050 1330 9 1 2550 1475 2150 1900 2350 3425 4000 4200 i 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 = 5wla + w12 384 EI K A = deflection [in] w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb-in2] K = shear deformation coefficient [lb] BCI°-Closest- Allowable--Nail -Spacing------ Nailing Perpendicular to Glue Lines ( Wide Face) Nailing Parallel to Glue Lines Narrow Face) Nail Size All BCI® Joists Nailing Perpendicular to Glue Line Wide Face Nailing Parallel to Glue Line Narrow Face O.C. Spacing inches End of Joist inches O. C. Spacing inches End of Joist inches 8d Box 0.113"e x 2.5') 2 1'/2 4 1'/2 8d Common ( 0.131'e x 2.5') 2 1'/2 4 3 10d & 12d Box 0.128'o x T, 3.25') 2 1'/2 4 3 16d Box ( 0.13To x 3.5') 2 1'/z 4 3 10d & 12d Common & 16d Sinker ( 0.148"o x 3', 3.25") 3 2 6 4 16d Common 0.162"o x 3.5' 3 2 6 4 RCI® nianhranm TahIP (') Dia hragm Capacity 121131 [lb/ft] BCI SeriesUnblockedBlocked 4500s, 5000s As permitted for 2x framing 320 Ib/ft for 6" o.c. nailing @ panel edges 425 Ib/ ft for 4" o.c. nailing, staggered, @ panel edges in buildingcode6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges 480 Ib/ ft for 4" o.c. nailing, staggered @ panel edges in buildingcode60s, 90s As permitted for 3x framing As permitted for 3x framing in building code with nail in building code spacing no closer than 3" o.c. NOTES If more than one row of nails is used, the rows must be offset at least 2 inch. Simpson Strong - Tie A35 connectors may be attached to the side of BCI° 60s & 90s joist flanges only. Use nails as specified by Simpson Strong - Tie; do not attach connectors on both sides of a flange at the same location. 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. Bot.;e Cascade EW? • taslein Specder Guide • 0810412015 Boise Cascade Rimboard Boise Cascade Rimboard Product Profiles Ili ' 11 91/i r 117/8" ll 14" 16" 1" 11/e' 1 rr 15/16r 13/hh BC RIM BC RIM VERSA -LAM® VERSA -LAM® BOARDO OSB BOARD®* 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. IM Perpendicular See chart for vertical load capacity. I • M Min. 8d nails at 6" D.C. per IRC. Connection per design professional of record' s specification for shear transfer. S Parallel See chart for vertical load capacity. Exterior Wall Sheathing Max. el/ra• thickness BCI•/ AJS1 Joists \ Perpendicular or parallel to rim q W dla through bolts (ASTM A307 Grades A&S, SAE J429 Grades 1 or 2, or higher with washers and nuts) or W dla lag screws (full penetration), staggered Min. connection for 40/10 psf deck IoadlnC Deck Joist Length Connection 12' V & less 2 rows %' bolt or lag screw, 24• o.c. 300 ptf max. 12'- 1' —18'-0' 2 rows W boft or tag screw, 16" o.c. (450 pM max.) Note: For snow bads greater than 40 psf, and/or dead bads greater than 10 pst sae connection per max pH values shown above. Treated Ledger - We only faston.'hot are apph oved for use with corresponding wood treatment. 8015E CASCADE' Rimboard I II Notes: ",v J 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. Min. 8d nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of For further information on residential deck design, see AWC OCA 6, Prescriptive record' s specification for shear transfer. Residential Wood Deck Conshuchon Guide. B_ oise_Cascade_Rimboard _Rr_o.per_ties___ Vertical Load Allowable Design Values Capacity Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain Product 1p,[lb] Ib/ft Ib/in2 lb/in lb/in IbAn2 1" BC RIM BOARD°(2) 3300 3500 180 Limited span capabilities, see note 2 1" BC RIM BOARD° OSB (2) 11/ e" BC RIM BOARDe OSB (2) 4400 I 3500 180 Limited span capabilities, see note 2 1" ha" VERSA -LAM° 1.4 1800 (') 6000 I 4450 Permitted per building code for all nominal 2" thick framing floor diaphragms 1800 1,400,000 225 525 1e/:" VERSA -LAM° 2.0 3100 (') 5700 I 4300 Permitted per building code for all nominal 3100 2,000,000 285 750 2" thick framing floor diaphragms Closest Allowable Nail Spacing - Narrow Face [in] Product 1" BC RIM BOARD° (2) V BC RIM BOARD° OSB (2) 1%" BC RIM BOARD° OSB (2) tshe" VERSA -LAM 1. 41800(l) 1%" VERSA -LAM° 2. 031000) 8d Box (0.113'o x 2.5') 3 3 3 3 8d Common (0.131'o x 2.5") 3 3 3 3 10d & 12d Box (0.128'o x 3", 3.25") See publication in note 2 for further nailing information. 1 3 3 16d Box (0.135"o x 3.5') 3 3 10d & 12d Common & 16d Sinker(0148"o_x 3', 3.25") 16d Common (0.162'o x 3.5') 4 4 6 6 Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS W345K for further product information. Boise Cascade EwP • Eastem Specifier Guide • 08/0412015 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. V_E.R-SA-LAM° B-eam-Ar-ch-itectur-al-Specifi.catio.ns Scope- This work includes the complete furnishing and installation of all VERSA - LAM® beams as shown on the drawings, herein specified and necessary to com- plete the work. Materials: Southern Pine or Douglas fir veneers, laminated in a press with all grain parallel with the length of the member. Glues used in lamination are phenol formaldehyde and isocyanate exterior -type adhesives which comply with ASTM D2559. Design: VERSA -LAM® beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allow- able values developed in accordance with ASTM D5456 and listed in the governing code evaluation service's report and section properties based upon standard engineering principles. Verification of design of the VERSA -LAM® beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSA -LAM® beams shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: VERSA -LAM® beams, if stored prior to erection, shall be stored on stickers spaced a maximum of 15 ft. apart. Beams shall be stored on a dry, level surface and protected from the weather. They shall be handled with care so they are not damaged. VERSA -LAM® beams are to be installed in accordance with the plans and Boise Cascade EWP's Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to assure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSA -LAM® beams shall be evaluated by a model code evaluation service. Allowable -Holes -in VERSA=LAM° B-ea.ms Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw 1/3 Depth anywhere within the shaded area of the beam. O p 1/3 Depth 3. The horizontal distance between adjacent holes must be I 1/3Depth at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 1/s span 1/3 Span 5. The maximum round hole diameter permitted is: End Bearing Intermediate Bearing Beam Depth Max. Hole Diameter 5Yd' 3/." 7'/ 4" V 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 - 08104120.5 VERSA-LAW_Beam_ Details_____ Bearing at concretelmasonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrier and lateral restraint E,^ air space Strap per code if top plate Is not continuous over header. Verity hanger capacity with hangeratbearing. required manufacturer between VERSA -LAM* concrete column and wood. Column connector per design 1® Trimmers professional of record Slope seat cut Bevel cut Beam to concrete/masonry walls Bearing framing into wall I I Wood top plate must be flush i with Inside of wall Strap per code if Sloped seat cut I Hanger top plate Is not Not to exceed I continuous Inside face I of bearing. r DO NOT bevel cut VERSA4 AM• beyond inside face of wall without approval from Blocking not for Boise Cascade EWP Engineering Moisture barrier between concrete and woodshownclarity. or BC CALC software analysis. VERSA-LAM1 Installation Notes Minimum of %" air space between beam and wall pocket or adequate barrier must be VERSA -LAM* beams are intended for interior applications only and should be kept as dry provided between beam and concrete/masonry. as possible during construction. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in Continuous lateral support of top of beam shall be provided (side or top bearing framing). your region's Specifier Guide. M-ultiple-Member-C-onnector-s Side -Loaded .. Maximum Uniform Side Load [plf] Nailed m %" DIa. Through Bolt i'i it" DIa. Throu h BoltV) Number 2 rows 1657rows 16d 2 rows @ 2 rows 2 rows 2 rows ® 2 rows ® 2 rows f Sinkers Sinkers @ 24" o.c. 12" o.c. @ 6" o.c. 24" o.c 12" o c. 6" o.c. Members 12" o.c 1 12" o.c. staggered staqqered staggered staggered sta eyed sta eyed 1%" VERSA -LAM° (Depths of 18" and less) 2 1 470 1 705 1 505 1 1010 1 2020 1 560 1 1120 2245 3R1 1 350 1 525 1 375 1 755 1515 420 840 1 1685 4(3) use bolt schedule 1 335 1 670 1345 370 745 1.-1 31/.' VERSA -LAM° 2(3) use bolt schedule 1 855 1 1715 1 N/A 1125 2250 1 N/A 11%" VERSA -LAM° (Depths of 24") Nailed i'i A" DIa. Through BoIN'i Y." Dia. Through Bolt") Number Of 3 rows 16d 4 rows 16d 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ Members Sinkers @ Sinkers @ 24" o.c. 8" 18" o.c 6" 12" o.c. 4" 24" o.c. 8" 18" o.c. 6" 12" o c. 4" 12" o.c. 12" o c staggered staggered staggered staggered staggered staggered 2 705 940 755 1010 1515 840 1120 1685 3 m 525 705 565 755 1135 630 840 1260 4 ai use bolt schedule 505 670 1010 560 745 1120 1. Design values applyy to common bolts Nat conform b ANSIIASME standard B18.21-1981 ASTM A307 Grades A1,B, SAE J42 Grades 1 or 2, or higher). A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes must be at least 2' for A' bolts and 2W for W bolts. Boll holes shall be the same diameter as the bolt. 2. The nail schedules shown apply to both sides of a 3-member beam 3 16d box nails = 0.135' diameter x 3.5' length, 16d sinker nails = 0.148' diameter x 3.25' length. 4. 7' wide beams must be top -loaded or loaded from both sides (lesser side shall be no less than 5% of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing ai Maximum Uniform Load From One Side Depths 11Y: 6 less 2 rows 16d box/sinker nails @ 12' o.c. 400 plf 2) 1%" plies Depths 14" - 18" 3 rows 16d box/sinker nails @ 12" o.c. 600 pit Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 800 pif Depths 11 Y: 6 less 2 rows 16d box/sinker nails @ 12" o.c. 300 pit 3) 1'/."" plies t'i 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) W plies De the 18' 3 less 2 rows bolts @ 24" o.c., staggered 335 pit Depth = 24" 3 rows y," bolls @ 24" o.c., staggered every 8' 505 pit Depths 18" S less 2 rows i4' bolls @ 24" o.c, staggered 855 pit 2) 3%:" plies Depth 20" - 24" 3 rows X" bolts @ 24' o.c., staggered eve 8" 1285 pit 1. The nail schedules shown apply to and by 25%br non -snow bad roofs 7. Connection values are based upon both sides of a 3-member beam where the building code allows the 2012 NDS. 2. 16d box nails = 0.135' diameter x 5. Use allowable load tables or BC 8. FastenMaster TrussLok, Simpson 3.5" length, 16d sinker nails = 0.148' diameter x 3.25' length. CALCI software to size beams. 6. An equivalent specific gravity of Strong -Tie SDW or SDS, ancfUSP INS screws may also he used to 3 Beams wider than 7" must be designed by the engineer of record. 0 5 may be used when designing specific cormS tions withVERSA-LAM connect multiple member VERSA - LAM' beams contact Boise Cascade EWp Engineering for4. All values in these tables maybe increased by 15%for snow -bad roofs further information. Boise Cascade EWP • Eastern Specd e• Guide • 08/04/20'5 Designing Connections for Multiple VERSA -LAM® Members When using multiple ply VERSA -LAM• beams to create a wider member, the connection of the plies is as critical as determining the beam size When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load -carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple -ply VERSA -LAM° floor beam. Given: Beam shown below is supporting residential floor load 40 psf live load, 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14". _ n Find. A multiple 1'/V ply VERSA-LAMa that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam Is supporting: 14'/2+18'/2=16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC• to size beam. A Triple VERSA -LAMS' 2 0 3100 1'/." x 14" is found to adequately support the design loads 3. Calculate the maximum plf load from one side the right side in this case) Max. Side Load = (18' / 2) x (40 + 10 psf) = 450 pit 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 11W' 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' %" diameter 2 rows @ 12" staggered. 755 pit is greater than 450 pit OK o. VERSA- LAM®_Floor-_Load Tables VERSA -LAM® 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span ft] 1'/." VERSA•LAM• 2.0 3100 Double 3h 1VE SA -LAM 2 0 3100%" VERSA-LAMO 2.0 3100 or Triple 5% VERSA -LAM 2.0 3100%" VERSA-LAMO 2.0 100 or Quadruple" VERSA•LAM 2.0 3100 0 3100 or 7%" g%" 11Y." 14" 71/,' 91/,' 1 11%i' 14" 16" 18" 24" 9%" 111/6" 14" 16" 1 18" 20" 24" 11M." 14" 16" 1 18" 1 20" 24" 763 1063 1424 1 1795 1525 1 2126 1 2849 3590 4387 5232 5226 3189 4273 1 5384 6580 7848 7845 7838 5697 7179 8773 10463 10459 10451 6 762 1525 1.8/4.4 2.4/6.1 3.3/8.24.1/10. 1.8/4.4 2.4/6.1 3.3/8.2,4.1/10.35/12.6 6/15 6/15 2416.1 33/8.24.1/1035/12.6 6/15 1 6/15 1 6/15 3.3/8.2!4.1/10.9 5/12.61 6115 1 6/15 6/15 479 1 746 1 979 1207 957 1 1492 1 1957 1 2414 2886 3402 3913 2237 1 2936 1 3622 1 4328 1 5103 1 5876 1 5870 3914 4829 1 5771 6803 78U 7826 8 322 1 724 1 - 643 1447 2171 1.513.7 2.3/5.7 3/7.5 3.7/93 1.5/3.7 2.3/5.7 3/7.5 3.7/9.3,4.4/11.1 5.2/13 6/15 2.315.7 3/7.5 3.7/9.3,4.4/11.1,5.2/13 1 6115 1 6/15 3/7.5 3.719.34.4/11.1 5.2/13 6/15 1 6/15 243 1 551 745 909 487 1102 1489 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 4296 5003 5763 6251 10 165 370 724 329 741 1447 1111 2171 2894 1.5/3 2.1/5.3 2.9/7.1 3.5/8.7 1.5/3 2.1/5.3 2.9/7.1 3.5/8.7,4.1/10.3 4.8/12 6/15 2.1/5.3 2.9/7.1 3.5/8.7,4.1/10.3 4.8/12 5.5/13.6 6115 2.9/7.1 3.5/8.7 4.1/10.3 4.8/12 5.5/13.8 6/15 182 1 413 1 665 1 808 364 1 825 1 1330 1617 1 1904 2209 2839 1238 1 1995 2425 2&% 3313 3800 4259 2659 1 3233 1 3807 4417 1 5067 1 5679 11 124 1 278 1 544 1 - 247 1 557 1 1087 835 1631 2175 1.5/3 1.7/4.4 2.8/7 3.4/8.5 1.5/3 1.714.41 2.8/7 3.4/8.5 4/10.1 4.7/11.71 6/15 1.7/4.4 2.8/7 3.4/8.5 4/10.1 4.7/11.7i5.4/13.4 6/15 2.8/7 3.4/8.5 4/10.1!4.7/11.7,5.4/13. 6/15 139 317 585 728 279 634 1170 1 1456 1 1709 11977 1 2601 950 1 1755 1 2184 1 2%4 1 2965 1 3390 1 3901 2340 1 2912 3418 1 3953 1 4519 5201 12 95 214 419 686 191 1 429 837 1 1372 643 1256 2058 1675 2745 1.5/3 1.5/3.7 2.716.8 3.4/8.4 1.5/3 1.5/3.7 2.7/6.8 3.4/8.4 3.9/9.94.6/11.4 6/15 1.513.7 2.7/6.8 3.4/84 3.9/9.94.6/11.4, 5.2/13 6/15 2.7/6.8 3.4/8.4 3.9/9.914.6/11.4 5.2/13 6/15 109 248 488 662 217 1 496 1 976 1324 1 1550 1 1789 2399 744 1464 1986 2326 2683 1 3059 3598 1952 1 2647 3101 3577 1 4078 4797 13 75 16911.5/3.112.4/6.1 329 540 150 1 337 659 1079 506 988 1619 1317 1 2159 1.5/3 3.3/83 1.5/3 1.5/3.1 2.4/6.1 3.3/8.3 3.9/9.74.5/11.2 6/15 1.5/3.1 2.4/6.1 3.3/8.3 3.9/9.74.5/11.25.1/12.7 6/15 2.4/6.1 3.3/8.3 3.9/9.7,4.5/11.25.1/12.71 6/15 86 1 198 390 585 173 1 395 779 1171 1 1418 1633 2226 593 1169 17% 2128 2449 2786 3338 1558 1 2342 1 2837 1 3265 3715 1 4451 14 60 1 135 1 264 432 120 1 270 527 W4 1 1290 405 791 12% 1935 1055 1728 2580 1.5/3 1.5/3 2.1/5.3 3.2/7.9 1.5/3 1 1.5/3 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 6/15 1.5/3 2.1/5.3 3.2/7.9 3.8/9.6 4.4/ll 5/12.5 6/15 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 5/12.5 6/15 70 160 316 509 139 1 320 1 631 1018 1 1307 1 1502 2076 479 947 1527 1960 2253 2558 1 3113 1262 2036 2614 3003 3410 4151 15 49 110 214 351 98 220 429 703 1049 1493 329 643 1054 1573 2240 958 1405 2098 2987 1.5/3 1.5/3 1.8/4.6 2.9/7.4 1.5/3 1.5/3 1.8/4.6 2.9/7.4 3.819.5 4.3/10.9 6/15 1.513 1.8/4.6 2.9/7.4 3.8/9.5,4.3/10.94.9/12.3 6/15 1.8/4.6 2.9/7.4 3.8/9.5,4.3/10.94.9/12.3 6/15 57 131 1 259 1 427 113 262 518 854 1151 1390 1944 393 777 1 1281 1727 2085 2364 2917 1036 1708 2303 2780 3151 3889 16 40 90 1 177 1 289 80 1 181 353 579 864 1230 271 530 1 868 1296 1846 707 1158 1728 2461 1.5/3 1.513 1 1.6/4 12.616.6 1.5/3 1 1.513 1 1.614 2.6/6.6 3.6/8.9,4.3/10.7 6/15 1.5/3 1 1.6/4 2.6/6.6 3.6/8.9,4.3/10.7,4.9/12.2 6/15 1.6/4 2.6/6.6 3.6/8.94.3/10.7,4.9/12.E 6/15 108 1 215 1 355 93 217 430 1 710 1 1018 J 1274 1826 325 1 645 1065 1 1527 1 1911 2196 1 2739 860 1420 2036 1 2547 2929 1 3652 17 75 1 147 1 241 67 1 151 295 1 483 1 720 1 1026 226 1 442 724 1081 1539 2111 589 965 1441 1 2052 2814 1 - 1.5/3 1.5/3.6 2.3/5.9 1.5/3 1 1.5/3 1.5/3.6 2.3/5.9 3.3/8.4,4.2/10.5. 6/15 1.5/3 11.513.6 2.315.9 3.3/8.4,4.2/10.5 4.8/12 6/15 1.5/3.6 2.3/5.9 3.3/8.4,4.2/10.5 4.8/12 1 6/15 90 1 180 1 298 77 181 360 596 894 1 1134 1701 271 540 894 1341 1701 1 2051 2552 720 1191 1 1788 2268 2735 3402 18 64 1 124 1 203 56 127 248 407 607 1 864 191 1 372 610 910 1 1296 1 1778 496 813 1 1214 1728 1 2371 1.5/3 1.5/3.2 2.1/5.2 1.5/3 1 1.5/3 1.5/3.2 2.1/5.2 3.117.8 4/9.9 5.9/14. 1.5/3 Ji.513.2 2.1/5.2 3.1/7.8 4/9.9 4.8111.95.9/14. 1.5/3.2 2.1/5.2 3.1/7.8 4/9.9 ,4.8/11.95.9/14. 76 152 1 252 65 1 152 304 504 758 1016 1 1592 229 457 757 1137 1524 1863 2388 609 1009 1516 1 2032 1 2484 3184 19 54 105 1 173 48 1 108 211 34611.9/4.7 516 1 735 1 - 162 316 519 774 1102 1512 422 1 691 1032 1470 2016 1.5/3 1 1.5/3 1.9/4.7 1.5/3 1 1.5/3 1 1.5/3 2.8/7 3.7/9.45.8/14. 1.5/3 1.5/3 11.914.7 2.8/7 3.7/9.4,4.6/11.45.8/14.A 1.5/3 1.9/4.7 2.8/7 3.7/9.4,4.6/ll.45.8/l4. 65 1 130 215 54 129 259 1 430 647 915 1496 194 389 646 1 971 1373 1 1678 1 2243 519 1 861 1295 1830 2237 2991 20 46 1 90 148 41 93 181 1 296 442 630 1493 139 271 445 1 664 945 1 1296 1 2240 362 1 593 885 1260 1728 2987 1.5/3 1.5/3 1.7/4.2 1.5/3 1.5/3 1.5/3 1.7/4.2 2.5/6.3 3.6/8.95.8/14. 1.513 1.5/3 1.7/4.2 2.5/6.3 3.6/8.9,4.3/10.65.8/14. 1.5/3 1.7/4.2 2.5/6.3 3.6/8.94.3/10.85.8/14 96 1 160 95 192 320 1 482 1 692 1304 142 288 480 724 1038 1382 1956 384 640 965 1383 1842 12608 22 68 1 111 70 136 223 1 332 1 473 1122 104 204 334 499 710 974 1683 272 445 665 947 1299 2244 1.5/3 1.5/3.5 1.513 1.5/3 1.5/3.5 2.1/5.2 3/7.4 S.6/13. 1.5/3 1.5/3 1.5/35 2.1/5.2 3/7.4 3.9/9.95.6/13. 1.5/3 1.5/3.5 2.1/5.2 3/7.4 3.9/9.95.6/13. 72 122 71 145 243 368 529 1092 106 217 365 552 793 1095 1638 290 486 736 1057 1460 2184 24 52 86 54 105 172 256 365 864 80 157 257 384 547 750 1296 209 343 512 729 1000 1728 1.5/3 1.5/3 1.513 1.5/3 1.5/3 1.B/4.4 2.5/6.3 1/12. 1.5/3 1.5/3 1.5/3 1.8/4.4 2.5/6.3 3.4/8.65.1/12. 1.5/3 1.5/3 1.814.4 2.5/6.3 3.4/80.1/12. 56 94 54 111 188 1 286 412 927 80 167 282 1 429 1 618 855 1 1390 223 376 572 1 824 1139 1853 26 41 67 42 82 135 1 201 287 680 63 124 202 302 430 590 1020 165 270 403 574 787 1359 1.5/3 1 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3.7 2.1/5.3,4.7/11. 1.513 1.5/3 1.513 1.513.7 2.115.3 2.9/7.3 4.7/11. 1.5/3 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3 4.7/11. 74 87 148 226 1 326 792 61 130 222 338 489 678 1188 174 296 451 652 904 1584 28 54 66 108 161 1 230 544 51 99 162 242 344 472 816 132 216 322 459 630 1088 1.5/3 1.5/3 1.5/3 1.5/3.2 1.8/4.6,4.4/10. 1.5/3 1.5/3 1.5/3 1.5/3.2 1.8/4.6 2.5/6 3 4.4/10.E1.5/3 1.513 1.5/3.2 1.814.6 2.516.34.4/10. 59 68 118 1 180 262 639 102 176 271 393 546 959 137 235 1 361 1 523 728 1279 30 44 1 1 54 88 1 131 187 442 80 132 197 280 384 664 107 176 262 373 512 us 1.5/3 1.5/3 1.5/3 1.5/3 1.6/4 3.819.5 1.5/3 1.5/3 1.5/3 1.6/4 2.2/5.5 3.8/9.5 1.5/3 1.5/3 1.5/3 1.6/4 2.2/5.5 Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/360. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC• software if the length of any span is less than half the length o1 an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. Boise Cascade EWP . Eastern Speaker Guide • 08104/2015 VERSA-LAM°_Roof Load Tables VERSA -LAM® 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports finchesl Span ft] 1%" VERSA -LAM• 2.0 3100 Double 3 1VERSA-SLAM20 32. 03100 or Triple Plyi VERSASA- L-LAMAM3.00100 or Quadruple P VERSA-1 RS 2. 03100.0 3100 or 7%" 9%:' 11%:' 14" 7'/." 9%i' 11'/:' 14" 16" I 18" 24" 9%' 111%:' 14" 1 16" I 18" 20" 24" 11'/." 14" 16" 18" 20" I 24" 878 1223 1 1639 2065 1755 2446 3278 4130 15047 5232 1 5226 3669 1 4917 6195 1 7570 1 7848 1 7645 7838 65% 8260 10094 10463 10459 10451 6 2/ 5 1 2.8/7 3.8/9.4,4.7/11. 2/5 1 2.8/7 3.8/9.4,4.7/11.85.8/14.5 6/15 1 6/15 2.8/7 3.8/9.4,4.7/11.85.8/14.5, 6/15 j 6/15 6/15 3.8/9.4,4.7/11.85.8/14.5, 6/15 6/15 j 6/15 598 858 1 1126 1389 1197 1717 1 2252 2779 1 3321 1 3915 3913 2575 1 3379 1 4168 1 4981 5872 5876 5870 4505 1 5558 1 6642 7829 7834 7826 8 482 965 1. 8/4.6 2.6/6.6 3.5/8.64.3/10. 1.8/4.612.6/6.6;3.5/8.64.3/10.65.1/12.7i 6/15 1 6/15 2.6/6.6j3.5/8.6,4.3/10.65.1112.71 6/15 6/15 j 6/15 3518.64.3110.65.1/12.7 6/15 6/15 6/15 326 637 1 857 1046 651 1274 1 1714 2092 1 2472 2880 3126 1912 2571 3138 3709 4320 4695 4688 3429 4184 1 4945 1 5759 6259 6251 10 247 556 494 1111 1667 1. 5/3.1 2.4/6.1 3.3/8.2 4/10 1.5/3.112.4/6.1 3.3/8.2 4/10 4.7/11.9.5.5/13.81 6/15 2.4/6.1 3.3/8.2 4/10 4.7/11.95.5/13.81 6/15 6/15 3.3/8.2 4/10 14.7/11.95.5/13.81 6/15 6/15 244 526 1 765 j 931 487 j 1052 1 1531 1 1861 1 2192 1 2543 J 2839 1577 2296 2792 1 3288 ' 3814 1 4265 4259 3062 3723 4383 SOBS 1 5687 5679 11 186 418 371 If35 1253 1. 5/3 2.2/5.613.2/8.1 3.9/9.8 1.5/3 2.2/5.6 3.2/8.113.9/9.8'4.6/11.65.4/13.4 6/15 2.2/5.6,3.218.113.9/9.84.6/11.65.4/13.4 6/15 6/15 3.2/8.1 3.9/9.84.6/11.65.4/13.4 6/15 1 6/15 187 1 424 1 674 838 374 848 1347 1 1676 1968 2276 1 2601 1272 2021 1 2514 2952 3414 1 3903 3901 2694 3353 3936 1 4552 5203 5201 12 143 1 322 628 286 643 1256 1 - 965 1884 2512 1. 5/3 2/4.9 3.1/7.8 3.9/9.7 1.5/3 1 2/4.9 3.1/7.8 3.9/9.714.5/11.35.2/13.1, 6/15 2/4.9 3.1/7.8 3.9/9.74.5/11.35.2/13.1 6/15 6115 3.1/7.8 3.9/9.7j4.5/11.352/13.1, 6115 6/15 146 332 573 762 292 1 665 1146 1 1524 1 1785 2060 1 2399 997 1719 1 2287 2678 3089 3522 3598 2292 1 3049 3571 1 4119 4696 4797 13 112 253 494 225 506 988 759 1482 1976 1. 5/3 1.7/4.2 2.9/7.2 3.8/9.5 1.5/3 11.7/4.2 2.917.2 3.819.54.511125.1/12.9 6/15 1.7/4.2 2.9/7.2 3.8/9.54.5/11.25.1I12.95.9/14.71 6/15 2.9/7.2 3.8/9.54.5/11.25.1/12.95.9/14.7i 6/15 116 1 265 1 493 674 233 530 987 1349 1 1634 1880 2226 796 1 1480 2023 2450 2821 3208 1 3338 1973 2697 1 3267 3761 4278 4451 14 90 1 203 1 396 648 160 405 791 1296 1 - - 608 1187 19" 1582 2593 1 - 1. 5/3 1.5/3.6 2.7/6.7 3.6/9.1 1.5/3 1.5/3.6 2.7/6.7 3.6/9.1 4.4/11 5.1/12.71 6/15 1.5/3.6 2.7/6.7 3.6/9.1 4.4/11 5.1/12.75.8/14.4, 6/15 2.7/6.7 3.6/9.1 4.4/11 5.1/12.75.8114.4 6/15 94 1 215 1 423 586 188 429 1 846 1173 1505 1730 2076 644 1268 11759 2258 1 2595 12946 1 3113 1691 1 2346 3011 13459 1 3928 14151 15 73 1 165 1 322 527 146 329 643 1054 494 965 1581 1286 2108 1. 5/3 1.5/3.112.5/6.1 3.4/8.5 1.5/3 1.5/3.112.5/6.1 3.4/8.54.3/10.9 5/12.5 6/15 1.5/3.1 2.5/6.1 3.4/8.54.3/10.9 5/12.5 5.7/14.2 6/15 2.5/6.1,3.4/8.54.3/10.9 5/12.5 5.7/14.2 6/15 77 176 347 515 153 352 1 695 1029 1 1327 1601 1944 528 1042 1544 1 1990 1 2402 1 2723 2917 1389 1 2058 2653 3202 3630 1 3889 16 60 136 265 434 121 271 1 530 868 1 1296 407 795 1303 1944 1060 1737 2593 1. 513 1.5/3 2.2/5.4 3.2/7.9 1.5/3 1.5/3 2.2/5.4 3.2/7.94.1/10.24.9/12.3 6/15 1.5/3 2.2/5.4 3.2/7.94.1/10.2.4.9/12.3. 5.6/14 6/15 2.2/5.4 3.217.94.1/10.24.9/12.3 5.6/14 6/15 63 146 j 289 455 127 1 292 1 577 910 1173 1 1468 1829 438 1 866 1 1365 1 1760 2201 J 2531 2743 1154 1820 2346 2935 3374 13657 17 50 113 221 362 101 226 442 724 1081 339 663 1086 1621 884 1448 2161 - 1. 5/3 1.5/3 1.914.8 3/7.5 1.5/3 1.5/3 1.9/4.8 3/7.5 3.9/9.61 4.8/12 6115 1.5/3 1.9/4.8 3/7.5 3.9/9.6 4.8/12 15.5113.8 6/15 1.9/4.81 3/7.5 3.9/9.61 4.8/12 5.5/13.8 6/15 53 122 242 399 106 1 244 484 1 799 1045 1 1307 1726 367 726 1198 1567 1 1961 1 2364 2588 968 1598 1 2089 2614 3151 3451 18 42 95 186 305 85 1 191 372 1 610 910 1 1296 286 558 915 1366 1944 744 1220 1 1821 2593 1. 513 1 1.5/3 1.7/4.3 2.8/7 1.5/3 1 1.5/3 1.7/4.3 2.8/7 3.6/9.14.5/11.4 6/15 1.5/3 1.7/4.31 2.8/7 3.6/9.1,4.5/11.45.5/13.71 6/15 1.7/4.31 2.817 3.6/9.14.5/11.45.5/13.71 6115 103 1 205 339 89 1 206 1 410 1 677 I 936 1171 1634 310 1 615 1016 J 1404 1 1757 1 2147 1 2450 820 1 1354 1 1872 2342 2862 ' 3267 19 81 1 158 259 1 72 1 162 1 316 1 519 774 1102 243 475 778 J 1161 1653 633 1 1037 1 1548 2204 1. 5/3 1.5/3.8 2.5/6.3 1.513 1.513 1.5/3.B 2.5/6.3 3.4/8.64.3/10.8 6/15 1.5/3 1.5/3.B 2.5/6.3 3.4/8.64.3/10...3/1- 6/15 1.5/3.8 2.5/6.3 3.4/8.64.3/10.85.3/13.1 6/15 88 1 175 289 75 1 176 J 350 1 579 1 843 1 1055 1551 263 525 868 1265 1583 1 1934 2326 699 1157 1 1686 2110 1 2579 3101 20 69 136 222 62 139 1 271 1 445 1 664 1 945 - 208 407 667 996 1418 1 - 543 889 1 1327 1890 1 - 1. 5/3 1.5/3.4 2.3/5.6 1.5/3 1.5/3 1.5/3.4 2.3/5.6 3.3/8.24.1/10.2 6/15 1.5/3 1.5/3.4 2.3/5.6 3.3/824.1/10.2. 5/12.5 6/15 1.5/3.4 2.3/5.6 3.3/8.24.1/10.2. 5/12.5 6/15 65 1 130 216 1 54 130 260 431 649 1 869 1 U07 194 390 647 1 973 1 1303 1 1593 1 2111 520 862 1297 1738 2124 1 2815 22 52 102 167 1 46 104 1 204 334 499 1 710 - 157 I 306 501 1 748 1 1065 1 1461 I - 408 1 668 997 1420 1 1948 1. 5/3 J 1.5/3 i 1.9/4.71 1.513 1.5/31 1.513 11.9/4.71 2.817 3.7/9.3 6/15 1.5/3 1 1.5/3 1.9/4.7 2.8/7 3.7/9.3,4.5/11.3, 6/15 1.5/3 1.9/4.7j 2.8/7 3.7/9.3 4.5/11.3, 6/15 99 164 j 98 197 329 496 j 711 1 1259 146 1 296 1 493 744 1 1066 1334 11889 395 658 1 992 1 1422 1779 2518 24 79 129 80 157 257 384 547 121 236 386 576 820 1125 314 515 768 1094 1500 1 1.5/3 1.6/3.9 1.5/3 1.5/3 1.6/3.9 2.3/5.9 3.3/8.35.9/14. 1.5/3 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3,4.2/10.45.9/14. 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3,4.2/10.45.9/14. 76 128 75 153 256 387 j 555 1069 112 229 383 580 833 1132 1 1604 305 511 773 1110 1510 2139 26 62 101 1 24 2/5 1020 7.15.4 85 39 15 1 1.5/3.3 1.5/3 1'5/3 1S0/33 2.8 3. 1.55/3 1'S/3 1.60/3.3 215 2.8/7.1,3.8 9.65-+4/13. 1Z5 3 15/03.3 2/5 2.8/70.1,3.8/96540/13. 60 101 58 120 202 306 441 919 87 1 180 1 303 1 459 661 1 914 1378 2540 404 612 882 1219 1837 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 12248 324 484 689 945 1633 1. 5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.7/4.3 2.4/6.1 5/12.6 1.5/3 1.5/3 1.513 1.7/4.3 2.4/6.1 3.4/8.4 5/12.63 1.5/3 1.7/4.3 2.4/6.1 3.4/8.4 5/12.6 81 95 161 246 355 797 68 1 143 I 242 1 369 533 I 738 1196 190 323 492 710 984 1594 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 I5/ 3 1.5/3 1.5/3 1.5/3.7 2.1/5.34.7/11. 1.5/3 1.5/3 1.5/3 1.5/3.7 2.1/5.3 2.9/7.34.7/11. 1.5/3 1 1.5/3 1.5/3.7 2.1/5.3 2.917.3,4.7/11. Total Load values are limited by shear, moment or deflection equal to U180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC• software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Boise Cascade EVIJP - Eastern Specif er G:nde • 08/04r2015 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. i% inch members deeper than 14 inches are to be used as multiple -member beams only This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. VERSA -LAMS Roof.Load Tables_ VERSA -LANs® 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports (inches] Span ft] 1'/."VERSA-LAM•2.0 3100 Double 3'r4 VE SA -SLAM 0 31003100 or Triple 6% VERSASLAM 2.0 3100A-LAMO 2.0 100 or Quadrupl T VERSA --SLAM 2 0 3100 0 3100 or 7Y." 9%:" 11M." 14" 7'/." 9%" 11'/1" 14" 16" 18" 1 24" 9%" 11M." 14" 1 16" 1 18" 1 20" 1 24" 11M." 14" 1 16" 1 18" 20" 1 24" 954 1330 1782 2245 1908 2660 3%4 4491 5234 5232 5226 3990 5346 6736 7851 7848 7845 7838 7128 8981 10467 10463 10459 10451 6 2.215.5 3.1/7.6,4.1/10.25.1/12. 2.2/5.5 3.1/7.6r4.1%10.25.1/12.4 6/15 6/15 6/15 3.117.64.1/10.25.1/12.9 6/15 1 6/15 1 6/15 6/15 1/10.25.1/12.9, 6/15 6/15 6/15 6/15 640 1 933 1225 1 1511 1279 1867 1 2449 1 3022 3611 3919 3913 2800 3674 4532 5417 5879 5876 1 5870 4899 6043 7222 1 7838 7834 1 7826 8 482 965 2/4.9 2.9/7.1 3.8/9.4 4.6/11. 214.9 2.9/7.1 3.8/9.4 4.6/11.65.5/13.8 6/15 6/15 2.9/7.1 3.8/9.4 4.6/11.65.5/13.8 6/15 6/15 6/15 3.8/9.4 4.6/11.65.5/13.8 6/15 6/15 6/15 326 693 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 4033 4698 4695 4688 3729 1 4550 5378 6263 6259 6251 10 247 556 494 1111 1667 1.5/3.1 2.7/6.6 36/8.94.4/10. 1.513.1 2.7/6.6 3.6/8.94.4/10.95.2/12.9 6/15 6/15 2.7/6.6 3.6/8.94.4/10.95.2/12.9 6/15 6/15 6/15 3.6/8.9,4.4/10.95.2/12.9 6115 6/15 6/15 244 552 833 1 1012 487 1104 1665 2024 2384 2765 2839 1656 2498 3037 3576 4148 4265 4259 3330 4049 4767 5531 5687 5679 11 186 418 815 371 835 1631 1253 2446 3262 1.5/3 2.3/5.8 3.5/8.8;4.3/10. 1.5/3 2.3/5.8 3.5/8.84.3/10.715/12.6:5.8114.6 6/15 2.3/5.8 3.5/8.8,4.3/10.75/12.615.8/14.6 6/15 1 6/15 3.5/8.84.3/10.75/12.6t5.8/14.6 6/15 1 6/15 187 424 733 1 912 374 848 1465 1823 1 2141 2475 1 2601 1272 2198 2735 3211 3713 3907 3901 1 2931 3647 4281 1 4951 1 5209 5201 12 143 322 62813.4/8.4 286 643 1256 965 1884 2512 1.5/3 2/4.9 4.2/10. 1.5/3 2/49 3.4/8.44.2/10.54.9/12.35.7/14.3 6/15 2/4.9 3.4/8.44.2/10.54.9/12.35.7/14.3 6/15 6/15 3.4/8.44.2/10.54.9/12.35.7/14.3 6/15 6/15 146 332 623 829 292 665 1247 1 1658 1942 2240 2399 997 1 1870 2487 2913 1 3360 3604 3598 2494 3316 3884 4480 4806 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 1976 3238 1.5/3 1.7/4.2 3.1/7.8 4.1/10. 1.5/3 11.7/4.2 3.1/7.8 4.1/10 44.8/12.1 5.6/14 6/15 1.7/4.2 3.1/7.8 4.1/10.44.8/12.1 5.6/14 6/15 6/15 3.1/7.8 4.1/10.44.8/12.1 5.6/14 6/15 6/15 116 1 265 521 734 233 530 1043 1467 1777 2046 1 2226 796 1564 2201 2666 3068 3345 3338 2085 1 2934 3554 4091 4459 4451 14 90 1 203 396 648 180 405 791 1296 608 1187 1944 1 - 1582 2593 1.5/3 1.5/3.6 2.8/7 4/9.9 1.513 1.5/3.6 2.8/7 4/9.9 4.8/12 5.5/13.8 6/15 1.5/3.6 2.8/7 1 4/9.9 4.8/12 5.5/13.8 6/15 6/15 2.8/7 4/9.9 4.8/12 5.5/13.6 6/15 6/15 94 215 423 638 188 429 846 1276 1638 1882 2076 644 1268 1914 2456 2823 3120 3113 1691 2552 3275 1 3763 4159 4151 15 73 165 322 527 146 329 643 1054 1573 494 965 1581 2360 1286 2108 3146 1.5/3 1.5/3.1 2.5/6.1 3.7/9.2 1.5/3 1.5/3.1 2.5/6.1 3.7/9.2,4.7/11.85.4/13.6 6/15 1.5/3.1 2.5/6.1 3 7/9.2,4.7/11.85.4/13.6 6/15 6/15 2.5/6.1 3.7/9.2,4.7/11.85.4/13.6 6/15 6/15 77 176 347 560 153 352 695 1 1120 1443 1742 1944 528 1 1042 1680 1 2165 1 2613 2923 2917 1389 2240 1 2887 3484 3897 3889 16 60 136 265 434 121 271 530 868 1296 407 795 1303 1944 1060 1737 2593 1.5/3 1.5/3 22/5.4 3.5/8.6 1.5/3 1 1.5/3 2.2/5.4 3.5/8.64.4/11.15.4/13.4 6/15 1.5/3 2.2/5.4 3.5/8.64.4/11.15.4113.4 6/15 6/15 2.2/5.4 3.5/8.64.4/11.1,.4/13.4 6/15 6115 63 146 289 476 127 292 577 951 1277 1597 1829 438 866 1427 1915 2395 2749 2743 1154 1902 2553 3193 3665 3657 17 50 113 221 362 101 226 442 724 1081 1539 339 663 1086 1621 2308 11.9/4.813.1/7.8,4.2/10.5 884 1448 2161 3078 1.5/3 1.5/3 1.9/4.8 3.1/7.8 1.5/3 1.5/3 1.9/4.8 3.1/7.8,4.2/10.552/13.1] 6/15 1.5/3 1.9/4.8 3.1/7.84.2/10.55.2/13.1 6/15 6/15 5.2113.1, 6/15 6/15 53 122 242 399 106 244 484 799 1137 1422 1726 367 726 1198 1705 2133 2572 2588 968 1 1598 1 2274 2845 3429 3451 18 42 95 186 305 85 191 372 610 910 1296 286 558 915 1366 1944 744 1220 1821 2593 - 1.5/3 1.5/3 1.7/4.3 2.8/7 1.513 1.5/3 1.7/4.3 2.8/7 419.9 4.9/12.3 6/15 1.5/3 1.7/4.3 2.8/7 4/9.9 4.9/12.35.9/14.9, 6/15 1.7/4.3 2.8/7 4/9.9 4.9/12.35.9/14.9 6/15 103 205 339 89 206 410 677 1016 1275 1634 310 615 1016 1524 1 1912 2336 2450 820 1354 2032 2549 3115 1 3267 19 81 158 259 72 162 316 519 774 1102 243 475 778 1161 1653 2268 633 1037 1548 2204 3024 1.5/3 1.5/3.8 2.5/6.3 1.5/3 1 1.5/3 1.5/3.8 2.5/6.3 3.7/9.34.7/11.71 6115 1.5/3 1.5/3.8 2.5/6.3 3.7/9.34.7/11.75.7/14.3, 6/15 1.5/3.B 2.5/6.3 3.7/9.34.7/11.75.7/14.3; 6/15 88 175 289 75 176 350 579 869 1149 1551 263 525 868 1303 1723 2105 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 9% 1418 1944 543 889 1327 1890 2593 1.5/3 1.5/3.4 2.3/5.6 1.513 1.5/3 1.513.4 2.3/5.6 3.4/8.44.4/11.1 6/15 1.5/3 1.5/3.4 2.3/5.6 3.418.44.4/11.15.4/13.6 6/15 1.5/3.4 2.3/5.6 3.4/8.44.4/11.15.4/13. 6/15 65 130 216 54 130 260 431 649 928 1407 194 390 647 973 1393 1735 2111 520 862 1297 1857 2313 2815 22 52 102 167 46 104 204 334 999 710 157 306 501 748 1065 1461 408 668 997 1420 1948 1.5/3 1.5/3 1.9/4.7 1.5/3 1.5/3 1.5/3 1.9/4.7 2.8/7 4/9.9 1 6/15 1.5/3 1 1.5/3 1.9/4.7 2.8/7 1 419.9 4.9/12.3 6/15 1.5/3 11.9/4.71 2.817 1 4/9.9 4.9/12.3 6/15 99 164 98 197 329 496 711 1288 146 2% 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 157 257 384 547 121 236 386 576 820 1125 314 515 768 1094 1500 1.5/3 1.6/39 1.5/3 1.5/3 16/3.9 2.3/5.9 3.318.3 6115 1.5/3 1.5/3 1.6/3.9 2.3/5.9 3.318.34.5/11.3, 6/15 1.5/3 1.6/3.9 2.3/5.9 3.3/8.34.5/11.3, 6/15 76 128 75 153 256 387 555 1164 112 229 383 580 1 833 1150 1747 305 1 511 1 773 1 1110 1533 2329_ 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 1 860 1180 2039 1.513 1.5/3.3 1.5/3 1.5/3 1.5/3.3 2/5 2.8/7.15.9/14. 1.5/3 1.5/3 1.513.3 2/5 2.8/7.1 3.9/9.75.9/14. 1.5/3 1.5/3.3 2/5 2.8/7.1 3.9/9.75.9/14. 60 101 58 120 202 306 441 1001 87 180 1 303 459 661 914 1501 240 404 612 882 1219 2001 28 49 81 51 1 99 162 242 344 816 76 Ll48 1 243 363 517 709 1224 198 324 484 689 945 1633 1.513 1.5/3 1.5/3 1 1.5/3 1.5/3 1.7/4.3 2.4/6.1 c 5113.7 1.513 1 1.513 1 1.5/3 1.7/4.3 2.4/6.1 3.4/8.4 5.5/13. 1.5/3 1.5/3 1.7/4.3 2.4/6.1 3.4/8.4 5.5/13. 81 95 161 1 246 355 861 68 1 143 242 369 533 1 738 1291 190 323 492 710 984 1721 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.5/3 1.5/3 1 1.513 1.5/3.7 2.1/5.35.1/12. 1.5/3 1.5/3 1 1.51311.5/3.712.1/5.312.9/7.3'5.1/12J. 1.5/3 T 1.5/3 1.5,3.7 2.1,5.3 2.,/7.35.1/12. Total Load values are limited by shear, moment or deflection equal to U180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC• software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the lop 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 o1 applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. Bone Cascade EV6'P - castem Specifier G.dda - 08104/20' S VERSA -LAM° Allowable Nailing and_Design Values Nailing Parallel to Closest• le Nail Spacing Nailing VERSA -LAM®& Nailing Parallel to Glue Lines (Narrow Face)(') Perpendicular VERSA -RIM® o Glue Linest( Wide Face) Products VERSA-LAMO 1.4 1800 Rimboard VERSA -LAM° VERSA -LAM* is/ie" 1'/." 3'/' & Wider All Products Nail Size O.C. End O.C. End O C. End O.C. End in] in] in] in] in] in] in] in] 8d Box (0.113'e x 2.5') 3 1'/2 2 1 2 2 2 8d Common (0.131'o x 2.5') 3 2 3 2 2 1 2 1 10d & 12d Box (0.128'e x 3", 3.25') 3 2 3 2 2 1 2 1 16d Box (0.135'o x 3.5') 3 2 3 2 2 1 2 1 10d & 12d Common & 4 3 4 3 2 2 2 1 216dSinker0.148"o x 3' 3.25' 16d Common (0.162'o x 3.5'11 6 4 6 3 2 2 2 2 Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA-LAM°/VERSA-RIM° Use nails as specified by Simpson Strong -Tie. Glue Lines Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1M.." thickness and greater. 2 rows of nails (such as for a metal strap) are allowed (use's" minimum offset between rows and stagger nails) ERSA-LAM° Design-V-alues------ ---- Allowable AllowabFlnertia Allowable Allowable Moment Width Depth Weight Shear Mome Width Depth Weight Shear Moment of Inertia Grade in in Ib/ft lb]ft-lbGrade in in Ib/ft Ib ft-Ib in' 0 oNm N 1'/2 3'/2 1.5 998 776 5% 8.0 5237 6830 63.3 5% 2.4 1568 1821 5% 8.4 5486 7457 72.8 7'/4 11.0 7232 12566 166.7 7'/4 3.2 2066 3069 47.6 9'/4 14.1 9227 19908 346.3 3% 1.8 1164 1058 6.3 9'/2 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 5% 9'% 4.7 3076 6636 115.4 11% 18.1 11845 31913 732.6 1'/. 00 9'/2 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11'% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0 011% 6.0 3948 10638 244.2 00 0 0 J of a Q J Q w w 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 18 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 9'% 16.6 12303 26544 461.7 5'/2 5.6 3658 4971 48.5 7% 7.4 4821 8377 111.1 9'/2 17.1 12635 27916 500.1 9% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9'/2 9.6 6318 13958 250.1 11% 21.4 15794 42550 976.81 3'/2 711% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11'/a 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 1 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 Tension Compression Specific Gravity Modulus of Horizontal Parallel to Compression Perpendicular to for Fastener Elasticity Bending Shear Grain Parallel to Grain Grain Design E(x 10° psi)M F,,(psi)(21t') F, (psi)(2)(41 Ft (psi)(2)15) F.n (psi)(2) F.-L (psi)t17167 SG) Design Property Grade VERSA-LAM°Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA -LAM° Studs 1.72650 1.7 2650 1 285 1650 1 3000 750 0.5 VERSA -LAM° Columns 1.82750 1.8 2750 1 285 1825 1 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)16 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, (12N)1, where d = member 6. Stress applied parallel to the gluelines. depth [in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. Boise Cascade EWP • Eas.ern Specifier Guide • 081041201.5 VERSA -LAMS 1.82750 Columns_ C w Allowable Axial Load (lb) r' 31/2 ' x 3% ' 31/:" x 4% ' 31/2' x 51 ' 31/2' x 5%' 3'/z ' x 7" o _J 100% 115% 125% 100% 1 115% 1 125% 100% 1 115% 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 26,500 24,020 26,350 1 27,770 30,570 33,545 35,345 5 12,830 13,770 14,320 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 22,530 25,690 27,580 28,680 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8,745 9.160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18.350 18,835 8 7,295 7,590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 11,475 11,945 12,215 14,610 15,210 15.555 9 6,155 6.375 6,500 7,700 7,970 8,130 9,245 9,575 9,765 9,685 10,030 10,230 12,330 12,770 13,025 10 5,250 5,415 5,510 6.570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 10,850 11,040 11 4,525 4,655 4,730 5,660 5,820 5,910 6,795 6,990 7,100 7,120 7,325 7,440 9,065 9,325 9,475 12 3,935 4,040 4,095 4,920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3.050 3,120 3,155 3,820 3,900 3,950 4,585 1 4,685 4,740 4,805 4,905 4,965 6,115 1 6,250 1 6,325 31/2' x 7'/: ' 5'/4" x 51/: ' 5'/: ' x W/z ' 5'/: ' x 7" 5'/: ' x 71/: ' 100% 115% 125% 100% 1 115% 125% 100% 1 115% 125% 100% 1 115% 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 37,450 39,960 41,420 9 12,770 13,225 13,490 23,815 25,180 25,980 24,950 26,385 27,220 31,770 33,600 34,670 32,910 34,800 35,910 10 10,895 11,240 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 28,960 30,420 31,260 11 9,390 9.660 9,810 18,500 19,340 19,820 19,385 20,260 20,770 24,690 25,810 26.450 25.570 26,720 27,400 12 8,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150 13 7,165 7,335 7.430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 6,335 6,470 6,550 13,120 13,570 13,830 13,750 14,220 14,490 17,510 18,110 18,460 18,140 18,760 19,110 15 11,820 12,195 12,405 12,385 . 12,775 13,000 15,770 1 16,270 16,560 16,330 16,850 17,150 16 10,690 11,005 11,185 11,200 11,530 11,720 14,270 14,690 14,930 14,780 . 15,210 15,460 17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 1 13,320 13,520 13,420 13,790 14,010 18 8.860 9,090 9,220 9,285 9,525 9,660 11,820 12,130 12,300 12,250 12,560 12,740 19 8,110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 11,210 11,480 11.640 20 7,455 7,625 7,720 1 7,810 7.990 8,090 9,950 10,170 1 10,300 10,300 1 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 9,700 820 22 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi -piece column design. 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). 6) Lateral loads (wind loading) are not considered in this table. Modulus of Elasticity: E = 1.8 x 106 psi Bending: Parallel to Gluelines (Beam): Fb = 2750'(12/d)"' psi Per to Gluelines (Plank). F 2500' 12/d '"' P ( ) b = ( ) psi Compression Parallel to Grain: FP cn = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): F,11 = 750 psi Per to Gluelines (Plank): F 1 = 450 psiP ( ) P Tension Parallel to Grain: Ft = 1650 psi V-E-R-SA--S-T-U-D° 1-.-7-2-6`5-0 Allowable Desian Values Product Bending Fb [psi] Compression Parallel to Grain F. [psi] Modulus of Elasticity E [psi] Horizontal Shear F [psi] VERSA-STU®®1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir (North) # 1 / 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 675 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs Dimension lumber values taken from from 2012 NDS Supplement: Design Values for Wood Construction (per 2012 IBC/IRC). Repetitive member and size factors have not been applied. For further design information, please see VERSA -STUD 1.7 2650 Eastern Tall Wall Guide. ionise Cascade E'NP • Eastem Spent er G, ML • 0810412015 Computer_Software__ __ _—____ Ir TJ] 1 G New BC FRAMER® represents a huge technological leap to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry's best design software, offering far greater productivity than even our current version of BC FRAMER®. This new software package will help your design department work faster and accomplish more. You don't get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMER® model sharing. Save time & prevent mistakes with best -in -industry file integration. Experience the efficiencies of BC FRAMERm whole house modeling. Draw floor and wall plans simultaneously with BC FRAMER®: Check the plan every possible way with BC FRAMERm full 3-D viewer. Create a master plan and multiple options that can be quickly selected and exported to a plot -specific file in a few minutes — a fraction of the time it could have taken in the past. Information can also be obtained at 1-800-405-5969 or email us at EWPSupport@BC.com. BC CALC® is simple to use, yet robust enough to analyze most all joist, beam, and column applications. Once an analysis is run, the user may print an easy -to -read design report that displays the span and load information with the analysis results. BC COLUMN® has now been merged into BC CALC®, allowing the sizing of joists, beams, rafters, columns, and studs all in one convenient program. In addition to BCI® & AJS® Joists, VERSA -LAM®, and BOISE GLULAM®, BC CALC® also offers the analysis of solid sawn lumber and timber members. Thus BC CALC® is the only program needed to analyze structural wood members. ta>rarlr...nlrtp-tLlfO 1 j 41t0.VWrt.iV Mar 1 IV Ir:W17fA•7f1 S• 'M.,1.7yQt7fi ' C+I!Iursbteua.t/a tr•aam.fry f•JtTQrmt•6 i ' t os ary iK•n trnsC>IODnry wp•wt ta1b. tltir ws:r we• /1 t11 1-NA r ImZ,., ?Aft un %-m x in Boise Cascade EWP • Eastern Specifer Gjide r,c KI• OI,Ora•In rd7r1- Ii• 1111 tr trvl•r1•.•It .f tr pa Sam m - M .11;0 -rw C._n t„.. • s2 j _ RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 1280x1024 512MB; Dual monitor, 1280x1024 1GB Minimum 1024768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. Give Us Lnn a a Try! L Analysis for Engineu red 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 fa M. r f.ww•f.rrh.n•M-f•fW R/raMr sarlrq O..l / uruw..I uSi• f,iur f e10 fr. rr ti r.r r..tLr KI lW il ry i1i11wt/ ~wa1Wt- 4 nr.MtL.rr>r nr. II,w..•,w•rr, Sir L..A..I OIMaw r1:1 L77. 1 1 i1.7• o..•.r wf.d..nlwf... EM a.. aul .0% Arum 1/10• 7)7+ ftW. •ld.t pDfl u1f1•plt/'f tl.?l W. / Gf+u77 r••fi/N •ter•... •./1•. •• tb1• r„c• m'.. Lwlr•IM I HA 77N .•a • 14vi1 frUw •vwOY,r•rs• i—m *Wwq ILII.OIII+ 71• fff •'f 09 WtD77 •,tJf1•••rr. •M• 0•af•Irfrtrel, I•r.r .rn w. r..• rrrr rr,w• w•rrertla..>,.f..d 10 Y f•f11 •7 I1.1pla• U.X 57,: Nlf•lu ra•wr r,e•wrw w, t 17rt=tlf 7117•t LI,1411w d, 4a,% V,#1•• r/rlft••.fLrrr r•fS•r Wv rs•. r tant•Irrr r+.wt•...r1.Ir fFf7fl[r]r•11b 16n11VWt7pIM1/YIG1[t M;•fIV1 VUWdn7•ft11i 0•LLSspnM wfrrl. 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Capacities will vary with different nailing enleria 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'/." per foot. Leave Vie" clearance Ch" maximum) between the end of the supported joist and the head of the hanger. For BCI• Joist applications, consult USP far capacity PP P Y reduction. Support Requirements Support material assumed to be Boise Cascade structural composite lumber or sawn lumber Douglas fir or southern pine species). Minimum support width for single- and double -joist top mount hangers is 3": ( 1%:' for THO hangers). Minimum support width for face mount hangers with 10d and 16d nails is 1'/.' and 2', respectively. i 24 16d 8 10d TMP ity F op Plate tener I Rafter i 6 10d I 4 10dx1' ." i 61 10d 1 4 10dx1' " i 6 10d 1 4 10dx1' " i 6 10d 1 4 10d 1' " I 6 0 4 Od ' ' 6 10d 4 10dx1'; i 6 10d 4 10dx1' z" i 6 10d 4 1Odxl':" i 6 10d 410dx1' " 6 10 Od 1 6 10d 4 1od 1' " 6 10d 4 10dx1%," i 6 10d 4 10dx1' " 6 10 4 10d 1' " i 6 10di 4 10dx1' 6 10dI610d4 10dx1 % 1 6 10d 4 10dOW I 6 10d 4 10dx1'; 6 Od 10d Boise Cascade EWP - Eas. em Specifer G,.ide • 08/04120'5 t" . --i--.,t....-_. _- -. _.... - ,.., , C`t-._ - - 'ter'=T--•-'_ -_ at1•'' ': i• , 'l 4, Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials •'? ``-iw 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 hftp-//www.bc.com/ su sta i nability/certification-a ud its/ or view our green brochure at www.bc.com/instl1. Boise Cascade Engineered Wood Products throughout North America can now be ordered 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 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. t4a Lifetime Guaranteed Quality and Performance k Boise Cascade warrants its BCI° Joist, VERSA -LAM®, and ALUoisr products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. If in doubt, ask! For the closest Boise Cascade EWP distributor/support center, call j?1-800-232-0788 BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates. Your Dealer is: For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com QDBoise Cascade Engineered Wood Products Great products are only the beginnings If no dealer is listed, call 1-800-232-0788 Copyright © Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 1 /2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear a db d r product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eguivalencv of Standards.pdf https://www.floridabuiIding.org/pr/pr app_dtl.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6; I 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 particulars. Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.pdf Created by Independent Third Party: Yes 68 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.4.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration, Installation Instructions' FL15036 R2 II (a) Inst 15036.6.odf,_ Verified By: Lyndon F. Schmidt, P.E. 43409" Created by Independent Third Party:_ Yes; Evaluation Reports FL15036 R2 AE (a) Eval15036.6.odf Created by Independent Third Party: Yes; https:/Mrww.floridaTiuilding.org/prTpr appatl.aspx 1 /2,12018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.1idf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door, 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 L ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.9.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9,Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions' Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A, Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes, particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florlda 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 ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: ffn a] ®'® M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.E for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testinq 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. 1 1111111110 Signed & Sealed by 000 St;igj'# Is.. Lyndon F. Schmidt, P.E. Q No 43409 9 : STATE OF ' 10"40 N AF 0-0- Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 J`J`JK%') 37.5' MAX. OVERALL WIDTH sic - Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 2D Z Z 3 H z 0 0 w w w = w i J Li- JQ JJ W oeLU O a b a 0o a DESIGN:-PRESSURE;..(PSF FUME. r. .. .. .. ,. fin:'*• LL 0 W C14 a Oe O O w ix Owz1-4 ERIOR A J . 3 3 3 8 7 INTERIOR 40 EXTERIOR 10 U I Tq" 10 3 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck INTERIOR EXTERIOR he--.:. to Z 19 0 8 INTERIOR OSS SECTION i - inswing EXTERIOR INTERIOR r4—' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements E a a i A 7 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR a0 Cq C) 0 STRIKE JAMB MASONRY OPENING FRAME 2X BUCK 2 4117FJ M D MASONRY TYP. HEAD OPENING JAMBS to C14 2X BUCK-,,..,, C; Sri 04 I 1-1W FRAME ANCHORING HINGE JAMB Mason buck constructionMasonry2X 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN:. .. CLEARANCE:;: --. TOWA. ..SONRY,:........ ._`..:: EDGE:: ANCHOR:::: BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF MASONRY OPENING FRAME TYP. HEAD JAMBS 2X BUCK FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF J TYP. HEAD JAMBS iE K a v a FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to torJoints, additional concrete anchors J CENTER" dimension are not exceeded. CLEARANCE:•` ;MIN{;CLEARANCE; TO •MASONRY: : HINGE JAMB Ui N LQ Lq LON MASONRY OPENING FRAME 1 X BUCK FRAME ANCHORING Masonry 1 X buck construcfion For DP > 48 PSF and DP <= 75 PSF WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15" MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56' 2.36" 8(HEAD& SIDE Jamb M 2.20" Tl 4.63" _ M O 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L LQ En 33 SELF ADJUSTING SADDLE THREHOLD to V O R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft" Exterior Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed bV 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 bv SCI-Ij-i P/' o Lyndon F. Schmidt,, P.E. Signed & Sealed by o moLyndon F. Schmidt, P.E. No ;'3409 a z b Lyndon F. Schmidt, P.E. STATE OF FL PE No. 43409 I O , C t 10/16/2017 V%J`JK%-) Ssic-Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet ME% g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF COM ENTS general notes detail s 53.13" MAX. OVERALL WIDTH 0 Z N N z O W w w E w CLI J U- J J Q W WW oO o a 0% LA I LICI\JR EXTERIOR 4.11" 30" 1.48" T 42 TOP RAIL 43 LATCH ST1LE .. :; 1.449." I I . 39' a SG >= 0.67) SEE NOTE 1 s° r_i ecc EXTERIOR INTERIOR G1 GLAZING DETAIL 5 insulated glass w/ smc lite frame G >= 0.42) e'frame screws) is INTERIOR 5'GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR 25 25 24 18 G I GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS FAIR SPACE 1/8" TEMPERED GLASS EXTERIOR I INTERIOR EXTERIOR O.1S' C'SINK TYP.) MONTAL CROSS SECTION ving shown - inswing approved 115' SINK TYP.) NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2 PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 7 40 SEE NO" J 8 7 INTERIOR 40 EXTERIOR 10)U 9 10 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck INTERIOR EXTERIOR 0 0 v o E v 63 19 in z INTERIOR o M IN i inswing INTERIOR o'n . a L 4 VERTICAL CROSS SECTION E ° a e A 64 63 JInswing configuration ^ see general notes, sheet 1 z n: for "HVHT' Water infiltration i requirements ^ m w 40 INTERIOR 8 7 FXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck INTERIOR 7 8 N_ M ro Z d oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ing shown - inswing pproved Z d w EXTERIOR SEE NOl z i v EXTERIOR 50 Cd oV N \ w r4' a INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration D e D e J Z A C 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from ei INTERIOR EXTERIOR 0 10 AULLION OWN FOR FERENCE ONLY N N 0 IORING STRIKE JAMB hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. MIN:: CLEARANCE: -.MIN::'CLEARANCE TO-"MA*SONRY::''-' "-' -TO'ADJACENT: -- NT-:: :..:.:. . EDGE :;:::::::::::: :-ANCHOR.:::::::: 27 2" 4" MASONR OPENIN( FRAN 2X BI SEE DETAIL 1 o Y TYP. HEAD JAMBS TYP. — IE ICK F TYP. — C N SILL M OUTSWING L INSWING M OUTSWING L INSWING 1" 4" LATCH & DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 2 Ui N ro N 34 ro N HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) l a - a. SEE DETAIL 1 "— J TYP. HEAD & MASONRY JAMBS OPENING TYP. _ III i xCL FRAME N u r,O 1 X BUCK a c T77 SEE DETAIL 2 a. FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to irjoints, additional concrete anchors CENTER" dimension are not exceeded. MIN::CLEARANC-E;`.: •MIN.,:CLEARANCE TO MASONRY:::':. • `.:.TO.•ADJACENT.:::' ANCHOR`::::': c: HINGE JAMB L INSWING M OUTSWING co D t L INSWING 27 LATCH & DEADBOLT DETAIL f, LO Ui CN DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attac strike as sh WUUD 24 1/4"INILRULPI SPAUR STEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/2" PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;.] 25" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 11 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL Lo 'O 2. N 2'—j A 4.63" 16 OUTSWING SIDELITE BUMP FACE THRESHOLD I 2.59" Spacer 2.15' 1.6811 —1 2.14" ` 4 I---1.69' --{ 5.75 t .69" R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Autltoriration No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Class lc -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM 0635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) ppliC@5J C6 Lyndon F. Schmidt, P.E. 3. Calculations Prepared by og' a G• J'r' ;q/ptiboy Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o000 `.•` . S j, • e Swclon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance ' l;Sf 09 •' • Certificate of Participation issued by National Accreditation and Management r•. Institute, certifying that Therma Tru Corporation is manufacturing products -O : •lf. STATE F 4 Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and .• ! Guide 53. 0.• F, , 0o FL PE No. 43409 i ti ••, • t 1 \ 10/16/2017 Sheet 1 of 1 'j 4 :; ..•s;.ti`%e Ir'S f y Y G fF E ti,4 + •100 M0vv1%v sic -Craft° GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet ME'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle rerhang to sill is less than 45 degrees. TABLE OF COMEMS in pressures & general notes I 31aang detail 68.5' MAX. OVERALL WIDTH 0 Z z 37 z O x = CU CDLU w H 0w Wi :E oe JJ J W Q W W 0 > 006 9 O 06 in a 01 a IHI U S.W1NG::.....::. 29 G — 0.67) FX I FRIOW INTERIOR HORIZONTAL CROSS SECTION 42 TOP RAIL 17 LATCH STILE 1.48" Lo01 T- IF INWA lol- 42 46 EXTERIOR INTEI HINGE STILE BOTTOM RAIL 5" GLASS BITE 23 EXTERIOR 25, INTERIOR 25 SG >= 0.42) e frame screws) is SEE NOTE 1 22 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR 1 /8" TEMPERED GLASS FAIR SPACE 1/8„ TEMPERED GLASS INTERIOR 25 1.08" I 24 18 iGLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI 18 29 SEE NOTE 1 INTERIOR EXTERIOR 0.15" CSINK TYP.) IZONTAL CROSS SECTION ving shown - inswing 7pproved is, 0.15, MK CSINK P.) (TYP.) 8 IAITCDVID l4O / 20 14 11 Q SEE NOTE I M ) (50 SEE NOTI INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5' & 66". 0.1s, 20 CSINK { TYP.) 8 7 XTERIOR 40 JTERIOR (i n) i-' 1 (12) 4 c v G a G a Q. a a a c L 63 19 o N INTERIOR U 60 61 SS SECTION inswing INTERIOR m w LAILKIkJK 4-' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements E d d e A 64 n z13: m LU w 40 INTERIOR 8 7 EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck n 61) EXTERIOR i/ INTERIOR WMI D r n vo v Za i 7- W 19 M LoZ-- oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR SEE NOTE 1 CM 1 za i m w INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thrn sill at 4" in from e- INTERIOR EXTERIOR ANCHORING v SEE DETAIL 1 L o TYP. HEAD & MASONRY JAMBS V OPENING 6 so EQ FRAME M TYP. Q toN Ino N q Ci 2X BUCK F TYP. F N SILL T I I I SEE DETAIL 2 Lau STRIKE JAMB FRAME ANCHORING HINGE JAMB ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to rtar joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN.._:CL ARANCE:::•:M.-N._.CLEARA CE. TO MASONRY.:.... TO: A:DJACENT;.. EDGE:::.':::::: : : ::.ANCHOR :::::. 2" 4" 1" i 4" 28 27 Masonry 2X buck construction M OUTSWING L INSWING M OUTSWIN L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 1 MUM: n SON ENIN FRAN a to SEE DETAIL 1 a.. TYP. HEAD & JAMBS ZY v M TYP. X iE to (U r,:O FUCK F TYP. SILL N a . SEE DETAIL 2 FRAME ANCHORING Masonry I buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN-.'.LEARANCE;.::MIN: C[EARANCE.: TO•MASONRY::::::: ':TO•ADJACENT::;:: EDGE..::'::`:::::::.`:;::.:. ANCHOR ..:::::. HINGE JAMB 0 L004 n L6 N 5 LATCH b DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) INSWING OUTSWING INSWING HINGE DETAIL Attac strike as sh. nvvv L'f IIft nvlrn%-LrI Jrn%.Ln 31CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC 1CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/2'PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASSHEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. q STEEL 46 POLYURETHANE FOAM (1.9 IbS. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4' L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2" PFH SCREW STEEL PE 1 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i1 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL N I' N O I 2.17' --{ A 16 OUTSINING SIDEL17E Spacer 2.14" 1.69" Ir j UMP FACE THRESHOLL 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) a Lyndon F. Schmidt, P.E. 4. Quality Assurance oo ' •"• • .-%r• dog, Certificate of Participation issued by National Accreditation and ea° o '.•' i. E f:' ,c , o Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. c•i ., - rsr lL+ Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 100 f G ` 1y Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ 74S MAX. OVERALL FRAME WIDTH ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material 1cco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is ZZ 3 h V' Sz 0 U u, w w w Q U_ W J U_ J J W 0 a b Eitn ON EXTERIOR Yo 44 EXTERIOR 4.11" 1 2 42 TOP RAIL 43 LATCH STILE 1.49" 3911.48" a OAK (SG >= 0.67) >[ INTI 3 0.1 s, EXTERIOR K 3 INTERIOR EXTERIOR Shown w/1 X sub -buck EXTERIOR L LniLRivR r4—"'N VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHT' Water infiltration requirements E P' d a A e 64 63 40 1 i 7: U MomJIL QQ INTERIOR O. AN VER71CAL CROSS SECTIONQ vShown w/1 X sub -buck INTERIOR 8 63, MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING I as 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN: CLEARANCE':: MIN::CLEARANCE: TUMMONRY:%. TO-ADJACENT.: . DMENT::::.::...::::....:.::.:.:.:....:. EDGE ANCHOR:::.:.:. IIA" 9" 4" II I I SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY i U O F FAIL TYP. — 117, I SILL FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF L iN ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN:.'CLEARA:NCE::::. MIN:::CLEARANCE. TG--MA`SONRY.';::* :70:ADJACENT':.:: DM EN ::::.::; :.:.:::::...........::.:::..........-..:.....: .. : . EDGE:::.;`.:: nn 4" 14 I I MASONRY TYP. HEAD OPENING & ,IAMBS FRAME 2X BUCK, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 SEE DETAIL 61 I l I SEE DETAIL tills _ ASTRAGAL SHOWN FOR REFERENCE X ONLY _ G? U c' O F TYP. SILL — I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 0 o N N EQ N HINGE JAMB K 10 HINGE DE 6" SEE DETAIL IEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY d FAIL TYP. 12. SILL FRAME ANCHORING sonny I X buck construction or DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to D to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. IN..:CLEARANCE:,-:.: ;:MIN..' -CLEARANCE T0-:MASONk.Y- ME. -'.- 1/4 nn 4" MASONRY TYP. HEAD OPENING JAMBS FRAME IX BUCK, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 10 SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE ONLY SEE DETAIL FTYP. SILL FRAME ANCHORING Masonry I X buck construction for DP > AR P'Zr and DP <= 6OPSF n2 63 UL 64 DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 Lq InCN Cq I HINGE JAMB 95.25' 91 18.39' 20.63" 18.5' 14.39' 13 )TYP. 3.25' SEE NOTE 1 0.06. N 0.13. ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 7' 0.75' TWOnIn/ A T TWr MP A KIT) rrvvu WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL IS- MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. IEATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25" THK. STEEL STEEL ALE END X 1-3/4" L. STEEL STEEL 4.J0 LoN C> F-- 2.36' --I S(yp HEAD r SIDE Jamb 2.20" Tl 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' SELF ADJUSTING SADDLE THREHOLD33 r i N 0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Aulliorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sldelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 5036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) t4 baaysG yet, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o` a(• '` 9:? Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ec° V.•'i,t i'. a` ,,_yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No zi3409 4. Quality Assurance it Certificate of Participation issued by National Accreditation and Managemer.T :x Institute, certifying that Therma Tru Corporation is manufacturing products _ within a quality assurance program that complies with ISO/IEC 17020 and •° S i p. t t= OF !! Lyndon F. Schmidt, P.E. q p g p Q ° FL PE No. 43409 Guide 53..r'•.4 _ , ;•° :Q o 10/16/2017 Sheet 1 of 1 : . r%Y1 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. 0Fvv1%v sic -Craft. SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NOWIMPAcr id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material Cco. t is required to be protected with an impact resistant covering that 1C. HVHT'requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. n 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS in pressures & general notes I Glazing detail 105.5" MAX. OVERALL FRAME WIDTH 0 ZZ 3 H H z O O w O_ x w w = w Ce W J J x Q W W O LLJ X iQ o a a Lx- WF-- Z N a' 4 RV H Ixu 0 w z Z O OC w O cx w X LU 5' GLASS BITE EXTERIOR INTERIOR G GLAZING DETAIL 5 insulated glass w/ smc lite frame iG >= 0.42) frame screws) is 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS 5'GLASS BITE 26 EXTERIOR 25 INTERIOR 25 1 /2" MIN. GLASS THK. D22 25 1 /8" TEMPERED GLASS 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc rite frame AIR SPACE 1/8" TEMPERED GLASS E EXTERIOR 14 50 in, INTFRIOP 4 U L EXTERIOR 20 C'SINK TYP.) RIZONTAL CROSS SECTION wing shown - inswing approved 5 4 3 6 6 6 nb ad fical 31 ", INTERIOR EXTERIOR A.j VMMWE MIN to — 12 9 10 J r50 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15' C'SINK --{ TYP.) 8 7 EXTERIOR 40 20 INTERIOR 10 ^ ,i 12 Cy Z INTERIOR L LA 1 CKBJK 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHP' Water infiltration requirements E 9 m a A 64 63 \ 40 INTERIOR 8 7 EXTERIOR 2' VERTICAL CROSS SECTION 1W sub -buck EXTERIOR60 61 INTERIOR 7' J, rC M rn Z a: N SEE NOTE 1 U EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso approved EXTERIOR z a iL EXTERIOR SEE NOTE 1 Ma 16 zCL i m W E p p p • D n J zo A C a u 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck 50) 39 NOTE: 1. Anchors ass'y thru sill at 4" in from ea( E D . • ° ° '° D INTERIOR EXTERIOR D A D 50 5 VERTICAL CROSS SECTION 6 Outswing configuration L SEE NOTE 1 15 25 n, D D D p MASONR OPENIN( L FRM iV N (J 2X BI BUCK ANCHORING comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. MIN.:CLEARANCE: : MIN..CLEARANCE: IN.' : ........... ................:...:...... . TO. ADJACENT--:.:: EDGE.ANCHOR:::::.: 1/4" 2" 4" 1/4" . I 1" 4" ASTRAGAL STRIKE JAMB I I I I 1 11 1 1 I I 11 1 L SEE DETAIL Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE IE ONLY Q i O ICK N F TYP. SILL SEE DETAIL I DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) FRAME ANCHORING Masonry 2X buck construction DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL N W) N in LON CN J HINGE JAMB HINGE Di SEE DETAIL elite TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY F TYP. SILL SEE DETAIL 1171 I I i f I 11 11" FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. Y. ON CENTER" must be adjusted to arjoints, additional concrete anchors I CENTER" dimension are not exceeded. CE:':i "MIN: UEARANCEMIN`-C EARAN ACEN.:. TO:'MASONRY-`- *--:-:.TO:ADJ- T Zo Im to le 4 to to C4 U le Ui C4 HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL 63 67 95.25' t.88" 18W 20.63' 13) TYP. TY P. 3.25' SEE NOTE 1 1.91" --I 0.06" N 0.13° ASTRAGAL DETAIL 18.5' 14.38" TYP. 13 4.5' 3.25' 7' 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 1 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL i N E 2.59" i7 U, 02.17' A 16 OUTSWING SIDELITE Spacer 2.14" 1.69" --1 Cq O BUMP FACE THRESHOLD• 1 /212018 Florida Building Code Online OA OfPA Business 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publlcations I FBC Staff I BCIS Site Map I Links I Sear. Florida Product Approval77-o USER: Public User 6ViJ]I:.S Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/ANww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1 /2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2, [SERIES 420 ALUMINUM SGD; Limits of Use' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes, Impact Resistant: No Design Pressure: N/A, Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE, RATINGS] REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 5332.4j [SERIES 420 ALUMINUM SGD Limits of Use, _ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes) Impact Resistant: No, Design Pressure: N/A' _ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE; RATINGS; REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 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 15332.8 SERIES 430/440 ALUMINUM SGD; Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FL15332 R4 II 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf Cra-atgLLby-IDd=eridenLIbir-d.PajLL SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON-) REINFORCED, Installation Instructions: FL15332 R4 II 08-00498E.pdf,_- Verified By: Luis Roberto Lomas 62514'- Created by Independent Third_ Party: Yes) Evaluation Repor& FL15332 R4 AE 510805D.pdf, Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.odf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96 Installation Instructions_ FL15332 R4 II 08-02249C.Ddf;_ Verified By: Luis Roberto Lomas 62514) Created by Independent Third Party:_Yes Evaluation Reports',_ _ _ FLIS332 R4 AE 512969C.odf Created by Independent Third Party: Yes; Installation Instructions FL15332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.pdf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.odf SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON_-; REINFORCED, Limits of Use, I Installation Instructions; https://www.fl 1 /5/2018 Approved for use in HVHZ: No--,_ FL15332 R4-II 08-00502E.I ___ _ App oded for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 625141- impact Resistant: No; Created by Independent Third_ Party: Yes) Design Pressure: N%A) __ _ __ Evaluation Reports,_ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE` 41-15332 R4 AE 510809D.Ddf,_ RATINGS' `Created by_Independent Third Party: Yes? 15332.9; SERIES 430/446 REINFORCED; SERIES 430/440 RE_INFORCED_ ALUMINUM S_G_D XXX 143"x96 ALUMI_N_UM S_GD_ ,' Limits of Used _ __ _ Installation Instructis onH ApprovedforuseinVHZ: NoL__- FL15332 R4 II 08-00503E.D f,_- 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 Reportsl _ _ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE; FL15332 R4 AE 510810D.IZdf,_ RATINGS qreatedbyrIndeRendent Third Party_ Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email add[ If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please click here_ Product Approval Accepts: 1CPi 0 Credit Card Safe https:// floridabuilding. org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgtH8572gvdW[dku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d°/a3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED, TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM.6063-T5. 6. UNITS MUST BE GLAZED PER ASTIA E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEEP N0. DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I C I OC;ORV DX I DATE I APPROVED 1 A I ADDED CHARTS 03/05/12 1 RL 8 REVISED PER NEW TESTINC 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION 'DETAILS 06/20/17 RI SIGNED: 06/20/2017 MI S uC 1fL /z650DWEMARDKETSTOREETRS GRATZ, PA 17030 S to f5+ F oco* = SERIES 420 SGD 96" X 80' NON -REINFORCE 9 /kNOTES E ccAT10• SOF i F• [0R10P• ' DRAm Owc NO. REV 08-0 E j//111 Luis R. Lomas P.E. FL No.: 62514 ScAl NTS wE 02/23/09 — 0 1 OF 10 L R08ERTO LOMA.S P.E. 742217OODFdRD ROLEWISOL.E. NC270Z1 a+zee-0so9 rAwna5Amoma o om„ 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART d3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX MAX 6" MAX 6" MAX 17' MAX O.C. O X 80' T MAX FRAME / HEIGHT / 6' MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEEGHARTS #1 AND I2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE, 48 12' x 79• 2 MAXIMUMD.L.O.:44Sri 74W HARDWARE SCHEDULE --" J ACT MOUNTED HANDLE SET (PART 499-04-145) LOCATED 38 3W ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 0911-17.195) AT EACH END OF PANEL BOTTOM RAILS REVISIONS oc% wp low APPROVED ADDED CHARTS A.L. REVISED PER NEW TESTING ED R.L ADDED FLANGE AND FIN INSTALLATIONS R.L. REVISED INSTALLATION DETAILS R.L REVISED INSTALLATION DETAILS 06/20/17 RL CHART/ 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (pso Fraas SNIa P&W and ToW Frame Wldih (N) Hol9N 30.0 3&0 4z0 48.0 in) W. 00 7200 84.00 96.00 Pos Hop Pos Nog Pas Noy Pet Nap 80. 0 40.0 55.1 40.0 482 40.0 d3.4 40.0 40.0 CHART r2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (psi) Frame ShVre FBnol and Total Frame Wldlh (in) Hoot in) 30. 0 36.0 4z0 480 60. 00 7z00 94.00 96.00 Pas Noy Pos Nog Pos Nop Pos Nop 80. 0 55.1 1 55.1 482 482 43.4 1 43A 40.0 40.0 Number or anchor loco UonsreQulrod Rama SbVb Panel and Total Frame Width (in) Height 30. 0 1 35.0 47-0 48.0 N) 60. 0 7zo a4.0 9Q0 H& S I Jamb I H&S I Jamb N6S Jamb H&S Jamb 80. 0 4 5 5 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION DRAwrr DWG No. F• A• 08-00498 NTS I..TE 02/23/09 ISHM2 OF 10 L R08EATO LOMAS P.E. 14$ tvOODFORD RD LEWISWLLE, NC z,-= u+ aaaacas uaw.m+n SIGNED: 062012017 J` l0rr//i J S% 51 T{{ ccE ; TTAOF fifit tORLOPjS/ ONA `(ti%` Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART d4 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX r MAX r i O.C. I 6" MAX 17" MAX Q.C. 80" MAX FRAME HEIGHT 6" MAX SERIES 42D SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART B4 FOR NUMBER OF f40.0PSF NONE LOCATIONS REQUIRED 6" MAX SEE CHARTS NI AND N2 SHEET2 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 4812' x 7r 2 AtAX/MUMD.LO.:44Wx745r HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 899-04-145) LOCATED 3s 3w ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART C99.17-195) AT EACH END OF PANEL BOTTOM RAILS REVISIONS DCSGDP1lo'J oATE' APPAOV0 ADDED CHARTS 03/05/12 RL REVISED PER NEW TES'TWC 10/29/13 R.L. ADDED FIANCE AND FIN WSTALIATIONS 12/D6/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART l4 AfuMbw ofandror loco pone vqulrad Ffwn Sh* Amcl and Total UN riMlh (In) sao i sao a D ato M1 60.0 Tzo La.O o6.0 HLS I JaMb I HISS I AmD I HLS I Jamb HLS Jamb SaD s 5 5 5 6 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWX D1rc t+a F.A. 08-00498 scut NTS D- 02/23/09 —3 OF 10 L ROBERTO LOMAS P.E. UtI2 WOODFORD RO LEMSVXLE. NC 27= 434.es 140vusQA6wayspo.mm SIGNED: 0612012017 O ccOF 10. R10 `N 11E`` Luis R. Lomas P.. FL No.: 62514 1/2- MIN, EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBFJjMFM BY OTHERS 1/4- M. AX SHIM 10 WOOD SPACE SCREW EXTERIOR II II II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTIR E2112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT MIN. WENT MIN. STANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REASONS DESCRFMN DATE APPROVED A ADDED CHARTS 03/05/12 R.LFRN8REVISEDPERNEWTEsnNG10/29/13 R.L C ADDED FLANGE AND FIN INSTALIATiONS 12/06/13 RL D REVISED INSTALLA110N DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS D6/20/17 R.L ' 1/4' MAX. F SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 0\t II1111j 650 WEST MARKET STREET GRATZ. PA 17030 oLOQj i G E NY, v F - SERIES 420 SGD Ir• 0[ pRl5O1X60" NON REINFORCED FRAME INSTALLATION DETAILS 9A TZ oNr iOF• cB2a+a c O w,Rlv 08- 00 98 E ss,ONAt E G oArE NTS02/23/09 4 OF 10 1111111 L ROSERTO LOMAS AE. tut WOODFORD AD LEWISV414 NC 9023 Luis R. Lomas P.E. 434- W6,0mg ,00-436WAW.25pvcow FL No.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE m lg 0 N r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ILL TO BE SET IN BED OF APPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2- MII EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS D scwanoN DATE APPROYM ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L., ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED FRAME INSTALLATION DETAILS OPAWM D= NG F.A.08-00498 scuF NTS °ATE 02/23/09 —5 OF 10 L RO6ERTO LOWAS P.E. Jon VA=FORD RD LEWISVILLE. NC--= 6E60609 raanus®hbrrwW.cvm SIGNED: 0612012017 VG E N y TTAA ccE OF ONA`LV\\ Lu13 R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1" MIN. I. REV DESDPoPMN DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. T B REVISED PER NEW TESTWG 10/29/13 R.L. u C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. a • 1 1/4' MIN. EMBEDMENT D REVISED INSTALLATION DETA0.S 07/30/15 R.L. CONCRETE/ MASONRY a; 1 1/4' MIN. EMEMBEDMENTR.L. l E REVISED INSTALLATION DETAILS Ofi/20/17 BY OTHERS 1/4 MAX. SHIM SPACE OPTIONAL 1 X BUCK 1 /4' MAX. TO BE 1- SHIM SPACE PROPERLY SECURED MIN. c INTERIOR SEE NOTE 3 DISTANCESHEET1 3/16" rAPCON 4 Ammm= MIN I EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN a A BED OF APPROVED SEALANT 3/16' TAPCON 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ CONCRETE OPTIONAL 1x eucK JAMB INSTALLATION DETAIL BY OTHERS TO ROPERLY CONCRETEIMASONRY INSTAUA TIONBEP SECURED SEE NOTE 3 SHEET 1 a, 1 1/4" MIN_ NOTES; n• EMBEDMENT 1. INTERIOR AND EXTERIOR KNISHES. BY OTHERS. a : • NOT SHOWN FOR CLARITY a• • P PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 z 7/8- MIN 1" MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 7111I1r/l/ 5 R•. Lp/i VERTICAL CROSS SECTION GRATZ. PA 17030 c E N q, . % CONCRETEANASONRYINSTALLA77ON SERIES 420 SGD A0 5 *= 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DTAT OF k' OpAwle Dxc rro. leLv '°F•'P(OR1 P• : 08 E NA sr. c NTS DATE 02/23/09 168 OF 10 11 G` L ROBERTO LOMAS P.E 14M nNaOr=oRa RD LEMSVaLE. NC 27D?J Luis R. Lomas A.E. 4.s1•ea&OW vron,a.mm No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. JI EMBEDMENT 1/4• MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR 11 II II 11 INTERIOR iE SET IN APPROVED SEALANT 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS MIN. AENT MIN. Wt,c uISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X &XKWSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Eli 12 1 3/8' MIN. EMBEDMENT I- 1 /2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE REVISQNS 0FScRp110N DATE APPROVO) ADDEO CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETALLS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 RL INTERIOR FEB 0-- EXTERIOR JAMB INSTALLATION DE ML WOOD FRAMNG OR 2X BUCK INSTALLATION SIGNED: OW0/2017 MI WINDOWS AND DOORS LLC RE to650WESTMARKETSTREET GRATZ, PA 17030y e J\5 9s 0,.b t5 * = SERIES 420 SGD 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS TAT OF iiiOFiS' FC 0 R10: •G DRkWW. owc No. acv 08-00498 E i."/ ONA 11" LLI3 R. Lomas P.E. FL NO.: 62514 sous wlENTS 02/23/09 7 OF 10 L ROBERTO LOMAS P.E. 147E vu00DFORD RD LEMSVILLE. NC 270:J 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILUNG SCREW INTERIOR ILL TO BE SET IN L BED OF LPPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES. - I. WTERIOR AND EXTERIOR FINISHES, 8YOTHEAS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WLTH ASTM E2112 L 1/2- MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 LI I D6CRrD1gN DATE APPROVED A I ADDED CHARTS 03/05/12 R.L. 0 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRNa! OWC NO. F.A. 08-00498 W`E NTS 02/23/09 s'M8 OF 10 L ROHERTO UAW P.E. 1492 WOODFORD RD LEWISVILLE NC:7= 43&MS-06W d masakbmargsum SIGNED: 0612012017 5 I I rLO//,/ iv •VGENSh'giP' 0 5 --*= E OF i 7,S;OMA1IEN\` Luis R. Lamas 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. --II SEPARATION EDGE DISTANCE I 1 1/4' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 1Ew 3/16' TAPCON EXTERIOR U—•11 LLJJ INTERIOR 1 1/4' MIN. _{.. EMBEDMENT I I RLV61ON5 REV DESOR VRON DATE APPROVED A ADDED CHARTS 03/D5/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. 1 • 'i SHIM SPACE MIN. EDGE DISTANCE 3' MIN SEPARATION ;. o'• . 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 CONCRETISUASONRYINSTALLATI01V 4. a, 1 1/4' MIN. EMBEDMENT 4 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETHMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIORAND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80` NON —REINFORCED FLANGE INSTALLATION DETAILS DRAW oec ND. F.A. 08-00498 E NTS IDATE 02/23/09 —9 OF 10 L ROBERTO LQVA.S P.E. 143Z WOODFORD RD LEmSVUE. NC 27022 U+f,dl'ww rflo wommmpexom SIGNED: 06/20/2017 IR I IL0 pM-TAiiG t:fiO. • ONA E14`\ Lula R. Lomas P.E. FL No.: 62514 L WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16• MIN EDGE DISTANCE J 1/4- MAX r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4- MIN. 8 WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/4' MAX, HOOK STRIP 7/16- MIN, EDGE DISTANCE EXTERIOR 1/2• MIN. EDGE DISTANCE RMSCxS DCSCwPnON DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R1 ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEVILS 07/30/15 R.L. ' REVISED INSTALLATION DETAILS 06/20/17 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP SHIM SPACE #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL LNSTALLATION SEE SHEETS". NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. INTERIOR -EMBEDMENT HOOK STRIP S10CREWOOD PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING 1 1/4' MIN. EMBEDMENT T 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY)CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN: DWC N0. F.A. 08-00498 s iuE NTS DAtE 02/23/09 —10 OF 10 L R06ERTO LOuAS P.E. IJ= WOODFORD RD LENTS XLE, AG _7027 43445e8a649 mwriaso bmasw.cam SIGNED: 0612012017 N G E N SFqd+ 9"4TAYrOP'Qrz 0R%Dt'- SS',NA i 1 C'\`\ Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1•• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM15. APPROVED CONFIGURATIONS: OX, XO. XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RED REV DESCRVrION DATE APPaw¢c A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 RI SIGNED: 06l21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKETK17REET tt1111lIn, GRATZ.PA 030 J\S G E N a 6SERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96' NOTES AE OF 4 0RI'DtaVx• ALwN 08-02249 i11[%? S 5111111tL[ R 10/30/13 1 OF 10 Luis R. Lomas P.E. L ROBERTO LOMAS P.E. 1432 WOODFORO RD LEWSVIL E. NCZ= 41+r80-ftW dWnaSQrwmxspr,COM FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX 17" r MAX I O.C. 6' MAX f 17' MAX O.C. 96" MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f35.OPSF NONE SEE CHARTS 01 AND r2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48121sW 2. MAXIMUMD.LO.:44&Vx90w HARDWARESCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314-ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS UFANUM 6063•TB REINFORCEMENT (668) AT ALL PANEL INTERLOCKS NEASWNS REV DCSCPoPIWN A ADDED FLANGE AND FIN INSTALLATION B REVISED INSTALLATION DETAILS CHART 11 C REVISED INSTALLATION DETAILS WHERE WATER 1NF1LTRATK)N RESISTANCE IS REQUIRED. Dedgn pressure chart fps0 kerns Qio Parroi art0 Total Frwo %VkM (in) Hw1 30.0 36.0 420 4a0 in) 60.00 no0 a400 9600 PosI Hop I Poa Hop Pas Pos Nog 84.0 40.0 1 58.4 1 40.0 50,9 40.0 1 45.7 140.0 420 fda 40.0 552 40.0 48.0 1 40.0 1 43.0 139.4 39.4 920 40.0 524 40.01 45A 40.0 40.6 J7.1 37.1 0 40.0 49.8 40.0 43.1 3&4 38.4 35,0 35.0 CHARTr2 WHERE WATER INFILTRAM)M RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHFFT 1 Design pressure chart (pSR Frww S6 plo fait ana Tow R wm W-Wh (n) HDD51 3d0 ado 1 420 4d0 in) W.00 noo a4.0o 96.00 POs Nap POs Nov Pos Nop Pas Nag d40 58A 5C.4 50.9 50.9 45.7 45,7 42.0 42.0 ddo 552 1 55.2 48.0 48.0 43.0 43.0 39A 39.4 920 624 524 45.4 45.4 40.6 40.6 37.1 37.1 9d0 40d 49.E 43.1 43.1 35.4 35.4 35.0 3SD CHART in Numbor or aOchor locations rogulrad Frans Silgle P4nol are TOW Frame Wlmn in) N 30.0 3d0 420 48,0 in) 60.0 n0 4.0 95.0 HdS Jamb I U&S I Jamb H3S Jamb HdS J.mb 0 4 1 6 1 5 6 6 8 8 8 od.0 4 8 5 6 8 6 6 6 920 4 8 5 6 8 6 8 6 MO 4 6 6 6 6 6 6 6 OATC APFROOm 12/10/13 R.L. 08/03/15 R.L. 06/21/17 R.L SIGNED: O6/2112017 MI. WINDOWS AND DOORS LLC 71+I1)rllr, 650 WEST MARKET STREET GRATZ, PA 17030 J S 1R. LOENp' 9pF - SERIES 420 SGD REINFORCED WITHOUT ADAPTER a 51 1t - 96` X 96' ELEVATION AT'E OATF O'. t1aArN; Dr+c scut DATE 08- C NALIEa0NTS10/30/13' 29 OF 10 L ROBERTO LOWS P.E. t4W WODDFORD RD LEWLSVILLE, NC 27023 LU13 R. Lomas P.E. 43.-AS- o momaQww,vto..m,,, FL No.: 62514 A FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED t7" MAX6MAX O C. -1 6' MAX 6" MAX 17' MAX O.C. 6^ T— AX WE GHT 6- MAX i SERIES 42O SGO REINFORCED WITHOUT ADAPTER AT) S LLCHORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.OPSF NONE SEE CHARTS I1 AND 92 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 36 3W ON CENTER FROM PANEL BOTTOM METALUC TANDEM ROLLERS (99-17-195) ATEACH END OF PANEL BOTTOM RAILS J" NUM 6063-T6 REINFORCEMENT (66B) AT ALL PANEL INTERLOCKS FWV I DLSCRpnoN WE vvewoD A ADDED FLANGE AND FIN INSTAUATLON 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 RL NOTES: 1. MAXIMUM PANEL SIZE: 48 Vr x 95' Z MAXIMUM D.L.O.: 44 S/8• x 90 SB' CHART M4 Number o7o richer lock dons raaulrod skvw Pawl a10 Total Wit Wkfth (in) J6. 0 120 R 0 IS 7200 06.0 H¢ S Jamb H&S Jamb H6S Jamb 5 6 6- 6 6 6 5 6 6 6 86'5 6 6 6 6 65 8666MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96, FIN ELEVATION 111A ' DI1C NO. V. L 08-02249 C SCAu NTS — 10/30/13 —3 OF 10 L ROBERTO LONAS P.E. 1432 WOODFORD R0 LE WISVILL& NC 27= 4X- 6w46M Nbmaqvmapp.cam Yl4SIGNED: 06/21/2017 c, 15t ! IIIO/ ,i E lY q 9%p 0 ST r, AT E OF i4' PFS• .0 R1DP G` ONA 41E\\\` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 1/4- MAX. tk SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTA .L477ON NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN. cuL,c uuTANCE 1 3/8' MIN. EMBEDMENT T— 1/2" MIN. EDGE DISTANCE 910 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS R1V190N5 REV DESCFwnm QATE APPRovm A ADDED FIANCE AND nN INSTALLATION El/10/13 R.LBREVISEDWMALLATIONDETAILS /03/15 R.L. C REVISED INSTALLATION OETA4S 06/21/17 R.L. r1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCKWSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRAW OYC NO. p V.L 08-02249 SCALE NTS DATE 10/30/13 T4 OF 10 L ROBERTO LOMAS P.E. 14= WOODFORO AD LEWISVRLE NC 27027 43+6&1-0&19 rgom450#10masp..m SIGNED: 08/21/2017 r N 0 h9 ' iF .U' _ 0 51 *= 9 STATE OF FSz1/17&IONAiiEN` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE I 1/4• MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II ' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 RrAMONS REV 0ESC27IIOM DATEI -PPROvm A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION 'DETAILS 03/03/15 R.L. C REVISED INSTALLATION OETNLS O6/21/17 R.L. 1 / 4" MAX. SHIM SPACE INTERIOR 1/ 2' MIN. EDGE DISTANCE L 10 SMS OR L=J SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06121&017 MI WINDOWS AND DOORS LLC 0%%k11III,,/// 650 WEST GRATZ. PAK17030REET S`GENy'A9si SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 * = T 4.T4AFRAMEINSTALLATIONDETAILSqDOf 0RA*+ t DYG No . REV p• ,c 40RM`i` G 2wa"' 08- 02249 C i NAi1 N`\ uE NTSa"'10/30/13 —5 OF 10 L. ROBERTO LOMAS P.E. 1472 WOODFORD RD LEWISVILLE. NC 27027 Luis R. Lomas P.E. 434488.0609 19oms;,t6lo-l;mup,.mm FL No.: 62514 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE REWSIONS REV DESCRIPTION LATE A -PROVED A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. e 1 1/4' MIN. EMBEDMENTMENT 1 1/4' MIN. CONCRETE a; EMBEDMENT MASONRY BY OTHERS 1/4' MAX. OPTIONAL SHIM SPACE 1X 8UCK TO BE 1/4 MAX. 1' SHIM SPACE MIN rPROPERLY INTERIOR SECURED EDGE DISTANCESEENOTE3 SHEET 1 I • Fill3/16' TAPCON 3' •v .. MIN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON J EXTERIOR 3/16- TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/0 NAL 1X BUCK CONCRETE/MASONRY INSTALLATION CONCRETE TOOBE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 E' NOTES: A. 1 1/4' MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. 4 . .. EMBEDMENT NOT SHOWN FOR CLARITY. a.••. e 2. PERIMETER AND JOINT SEALANT BYOTHERS ToBE DESIGNED IN ACCORDANCE W?H ASTM E2112 SIGNED: OS/2112017 MI WINDOWS AND DOORS LLC 111111II,/ 2 7/e' MIN EDGE- OIMSTANCE SEPARATION650 WEST MARKET STREET GRATZ. PA 17030 J)S R' L0// CEN3Fg1P VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER 0 5 CONCRETE/MASONRYINSTALLATION 96" X 96" FRAME INSTALLATION DETAILS 70 , TAT O F an No. REV %O F• LOR10:• 08- 02249 C ss/ONAI G` 111111110 IN — 10/30/13 s'•T6 OF 10 FLROSE" TOLOMA,SP.E. 1432 WOODFORD RD LFWISVILLE NC 27027 LU15 R. Lomas P.E. 434686.0609 dw"isoftwmwoco FL No.: 62514 1/2• MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK ! EMBEDMENT BY OTHERS I 1/4• MAX, SHIM SPACE 110 WOOD SCREWS EXTERIOR LJ WJ INTERIOR TO BE SET IN OF OVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. WTERIOR AND EXTERIOR FWISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERU(ETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WrrH AS TM E2112 1 3/8• MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS Rt+sors RE oESCRLK R — APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4• MAX. SHIM SPACE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 WI WINDOWS AND DOORS LLC 1111111rrrrA 650 WEST MARKET STREET GRATZ. PA 17030 E;'. LOAice' v . OENS' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 * = 96" X 96- FLANGE INSTALLATION DETAILS fro . 4 O , TAT OFT. DRAW*- D orc Na Iu OB-02249 REV C iE`S,:c<ORIO: N• srOljlnjit?\\\` w c NTS ° 10/30/t3 7 OF 10 L ROSERTO LOMAS P.E. 14= WOODFORD RD LEWbVflLE. AOC 27p?j LUIS R. Lomas P.E. 434485060 m u rb 1u p... FL No.: 62514 1/2" MIN. EDGE r DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAU A77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RE SONS REV D5twgloN GTE AwROVLu ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS DRAIN: D1YG N0. R V,L. OB-02249V.L. NTS WE 10/30/13 8 OF 10 L ROBERTO LOMA& P.E. 1432 WOODFORD RD LEMSVXL& NC 27= 434-"84 09 BwnazvLlpmpsp., SIGNED: 0612112017 0\111111///., toO9C, Nye . y 6•* STArTE OF O . i;Fi9 Luis R. Lomas P.E. FL No.: 62514 1 1'/2" MIN. I' MIN, REVL90NS SEPARATION EDGE DISTANCE a[v DESCRIPTION 13A1E APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATIDN DETAILS OB/03/15 R.L. 1 1/4- MIN. O REVISED INSTALLATIDN OETALLS O6/21/17 R.L CONCRETE/ , ' a. • a: • • EMBEDMENT 1 MASONRY 1/4" MIN. BY OTHERS 1/4- MAX. EMBEDMENT OPTIONAL_ SHIM SPACE 1X BUCK TO BE 1/4' MAX. PROPERLY 1" ; • . a r SHIM SPACE SECURED MIN. ' I INTERIOR SEE NOTE 3 EDCESHEET1 DISTANCE 3/16" TAPCON EXTERIOR INTERIOR MIN. aSEPARATION a SILL TO BE SET IN o ' A BED OF 3/16- TAPCON 3/16- TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRY By OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRETEIMASONRY UVSTALLATION BY OTHERS TO BE PROPERLY SECURED CONCRETE SEE NOTE 3 SHEET 1 NOTES: f. INTERIOR AND EXTERIOR FINISHES, BYOT}fERB, a 1 1 /4" MIN. NOT SHOWN FOR CLARITY. a - n . ! •. .. EMBEDMENTNOT PERIMETER AND JOUVT SEALANT 8Y OTHERS TO BE a . DESIGNED IN ACCORDANCE WITH AS TM Elf 12 aSIGNED: 0612112017 2 7/8" MIN. 1• MIN. III WINDOWS AND DOORS LLC llli SEPARATION EDGE DISTANCE 650 WEST MARKET STREET c i VERTICAL CROSS SECTION GRATZ. PA 17030 ` E N s CONCRETSUASONRYWSTALLA77ON SERIES 420 SGD REINFORCED WITHOUT ADAPTER ` *• FLANGE INSTALLATION DETAILS Lty D : 4TAFTeOF auxTE V. L owc 41 08- 02249 rtw iS''- 1pRIOQ: `` soot NTS DATE 10/30/13 SHEiT9 OF 10 C / YS'/OtiAi1E0, L WBER70 LOMAS P.E. fun N' D00fORO RD LEN7SVXLE. NG Z70M Luis R. Lomas P.E. 434d8e•0609 com FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENTI APPROVED — SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR J I . 1 /a MAX I SHIM SPACE r- 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1 /4' MAX. F SHIM SPACE REV DESCWP m D11TE MPROvtD A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED WSTALLATION DETAILS 06/21/17 R.L. 1 5/8" MIN. EDGE DIST- a TRIM a INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE — BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1 X BUCK TO BE PROPERLY SECURED 117 3/16" EXTERIOR -' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYADONCRETE 1/2' MIN. EDGE METAL STRUCTURE BY OTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM INTERIOR MIN. EMBEDMENT HOOK STRIP D HOOK STRIP —1 J10 SELF DRILLING SCREW SCo WOOD PANELF1SCREWEXTERIORINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2x SUCK4VOOD FRAMING SIGNED: 06121/2017 VERTICAL CROSS SECTION WOOD FRAMING OR 2X 81lCX INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREETL0,i GRATZ, PA 17030 Z .CENS 9p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0„rbt0 ,t 96' X 96, NAILFIN & HOOK IMSTALLATION DETAILS0. TAT OFNOTES: DRWK yL DWC KM 08-0224 aLvI. INTERIOR AND EXTEJ?fORFINISHES, BYOTHERS, NOT SHOWN i', 'FCORIOP•• FOR CLARITY. 2- PERIMETER AND JOINT SEALANT BY OTHERS TO BE 9 C ss/pNAtE G`` 1S" E NTS ° 10/30/ 13 T 10 OF 10DESIGNEDINACCORDANCEW?HASTM E2112 f I 11111: L ROBERTO LOMAS P.E. 14M WOODFORD RD LEMSVILLE. NC 27a27 LUIS R. Lomos P.E. cuaaa- am rtm,,,as®traR sy.cam FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. , ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XOL. TABLE OF CONTENTS SHEET NO. DESCRIPTION t I NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REYI90NS OL3CRV I1oM MUTE I APPROVED ADDED CHARTS 03/06/12 1 R.L. 13 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALLA710N5 R. LDREVISEDINSULLATIONDETAILSE12E/06/13 5/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0&2MO17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 7711ITrAAAA N\0 IR Lo'1J ii VGENS 9S ii it• l40„5 1t= SERIES 430 SGD 143" x 80" NON REINFORCED NOTES y • $$TAT OF i'PFs,'c40RIDt G: OXAV t owc Ro. REV 08-00902 E i/S/ONAItE\1` Luis R. Lomas P.E. FL No.: 6257a scut DATENTS 02/23/09 1 OF 9 L ROBERTO LOADS P.E. 113 WQOOFO FtD RD LEWISVILL£. NC 27027 U+-6de-009 rRolaisQnrbr+wsp..com 6' MAX - 6- LMA-X I L 17' MAX 80' O.C. MAX RAME T- L 6' MAX I 143' MAX FRAME WIDTH -{ 6' MAX SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT AATWG t40.0PSF NO SEE CHARTS of AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 112' x 79' 2. MAXIMUM D.L O.: 44 3u' x 74 &V" HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET M9-04-145) AT 38 314• FROM PANEL 607TOM METALLIC TANDEM ROLLERS (99.17-1951 AT EACH END OF PANEL BOTTOM RAILS REV DESOMPT" DATE APPROVm A ADDED CRARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L CHARTai WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psi Frarne Height in) Single Panel and Total Frarrlo Width (in) 30.0 36.0 420 47.7 90.00 108.00 126.00 14100 Pos I Nog Pas Nog PO s Nag Pas Neg 80.0 40.0 54.9 40.0 48.0 40.D 432 40.0 1 40.0 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET r Design pressure chart (pso Fam Height Single Panel and To Frame Width (in) 30.0 36.0 420 47.7 in) 90.00 108.00 126.00 131.00 Pas Nog Pas Nog Pos Nog Pas Nog 80.0 S49 54.9 48.0 48.0 432 432 40.0 40.0 CHART03 Number oranchor locaflonsrequlrod Frame SL4a Panel and Total Frame Width (in) tH*h( bri) 30.0 360 420 47.7 90.0 10&0 1 126 0 1 143.0 H&S1 Jamb H&S I Jamb I HISS I Jamb I H&S I Jamb 80.0 6 5 1 7 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED ELEVATION DRAW ONO No. F.A. 08-00502 scue NTSI DATE 02/23/09 -2 OF 9 L ROBERTO LONAS P.E 14n WDOOFORD RO LEWISVILLE NG 27= 424.688-0009 dbn1&S0h1aniSpr•e0m SIGNED: 0612212017 uuuuff R L D GENSF 6N261 * - T(,AcT E OFi¢ k. till i s'DNA ll`i\\` Luis R. Lamas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. EMBE MENT OR 2X BUCK BY OTHERS U 1/4' MAX• I SHIM 10 WOOD SPACE 1 3/8' MIN. 1/4' MAX. SCREW - EMBEDMENT r SHIM SPACE I 1/2' MIN. EDGE DISTANCE EXTERIOR INTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD MIN. SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLAR/TY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM F2112 REVL90NS DESCAIPIIOW DATE APPRQVM ADDED CHARTS 03/08/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR J EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAM DWG 11 - F.A. 08-00502 AL NTS — 02/23/09 —3 OF 9 L ROBERTO LONAS P.E. IJ32 WOODFORO RD LE WISVCLE, NC r0W 434G68-0609 .mm SIGNED: 061222017 0 51 Tt = 7 D li OF : , o FS a 0RM't- L\ ONA,yE`\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE SHIM SPACE EXTERIOR V2" MIN EDC DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 AS OR RILUNG INTERIOR L TO BE SET IN BED OF APPROVED 4LANT REVISIONS RN OEScR:P ON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEw TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4- MAX E I REVISED INSTALLATION DETAILS 06/22/17 R.L SHIM SPACE 1/2- MIN. EDGE DISTANCE FF11==17rINTERIOR 910 SMS OR SELF DRILLING SCREWS METAL STRUCTURE ra ll: i:lBYOTHERSEXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612WO17 MI 650DQESS MARKET CSTCREET LLC \`\ N\ lk I IL,o GRATZ. PA 17030 •'rricNS F SERIES 430 SGD _—* AAiibb2251 Tt _ 143" x 80" NON REINFORCED,;EFRAMEINSTALLATIONDETAILS o"OF =_ DRAWN. owc NO. ° F.A. 08-00502 XJLE NTS D"E 02/25/09 T4 OFiq ONA 11?\\\ L ROBERTO LOAKS P.E. 1Luis R. Lomas P.E. 372W'OODFORD RD LEMSVUE NL 2700 FL No.: La as s62514 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 i 1 1/4" MIN. EMBEDMENT TIH/:4 PACE 3/16" TAPCON EXTERIOR INTERIOR 1 1 /4' MIN. EMBEDMENT 1/4" MAX. r SHIM SPACE MIN. EDGE v DISTANCE WIN 3' MIN. SEPARATION a .. Xl— 3/16" TAPCON ' EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. o EMBEDMENT 2 7/8" N. 1" MIN, SEPARATION EDGE DISTANCE VER77CAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RLVyDNS DESCa1PnoN DATE APPROVED ADDED CHARTS 03/06/12 R.L- REMSED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR H:M JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETHMASONRYINSTALLl7ION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES; - I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWL DWG NO. F•A• 08-00502 s uE NTS — 02/23/09 —5 OF 9 L ROSERTO LOUAS P.E. 143-1 6VOODFORD RD LEM75VDLE NC Z7027 43440-0009 r2wnx%V&lmu4w=m SIGNED: 0612WO17 L LIIILI0 41//// iGENSF9J+ STTM OF • a OR kOl' JE Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING EMBI ENT OR ZX BUCK BY OTHERS 1/4' ti MAX. SHIM 10 WOOD SPACE SCREW - 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II II. II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN. BENT 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX, F SHIM SPACE REV O[SGwPTION Mr. APPRO46 A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTINC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK IIVSTALLI PON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAVft ONC NQ F.A. 08-00502 scut NTS — 02/23/09 — 6 OF 9 L R08ERTO LO/AA.S P.E. 14" MODFORD RD LEWISVRLE. RC 27= 434-688-CM fdwrjSv&A-Lz po SIGNED: 0&22/2017 J\J\StiR iLIO AX OFTS i cL`' OR10 • t''` s/ONA 11?lS, Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. I EDGE DISTANCE r METAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE T 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR TO BE SET IN 3ED OF APPROVED ILANT 10 SMS SELF DRILI SCI METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. F SHIM SPACE REV OCSCRPnON DATE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DKMM Dr1C N0. F.A. 08-00502 W-uc NTS DA'E 02/23/09 —7 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWLSVCLE NC ZIOD 414Q36a609 l& auSv"wLx pa cgM SIGNED: 0612212017 rGytE N SF9J+ 7TATE OF F` O. i tc''aRIOP • '\ W3 R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2' MIN. SEPARATION EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1" MIN. EDGE DISTANCE wIre TAPCON VERTICAL CROSS SECTION CONCRET&MA.SONRY INSTALLATION INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE o DISTANCE MIN. SEPARATION ° 3/16 TAPCON SILL TO BE SET IN c A BED OF APPROVED SEALANT is CONCRETE/MASONRY• BY OTHERS T 1 1/4" MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4' MAX' SHIM SPACE 1 RLvwols REV DFSCRPnON are APPROM A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESDNC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS OB/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: Otl22/2017 MI WINDOWS AND DOORS LLC 01111111III"// zi 650 WEST MARKET STREET GRATZ, PA 17030 5 R. Lp, 9s, CENy+ SERIES 430 SGD i•. 0 6t * = x 80" INS NON REINFORCED p FLAN143' FLANGE INSTALLATION DETAILS A ,ZD • TAT OF cl,Z Dw1rH vxc Ro. OS15'782 REV% 0' cFs;°lORIOQ; E s/pNAME`` WALL NTS IllUE 02/23/09 OF 9 L ROBERTO LONAS P.E. 14M W000FORD RD LEWSM&LE NG=23 Luis R. Lomos P.E. A344M-0609 onm5pa r FL No.: 62514 1 5/8' MIN. L EDGE DIST. TRIM a . INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1/4' MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/76' EXTERIOR -" PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP METAL STRUCTURE BY OTHERS TRIM —,,, INTERIOR HOOK STRIP — RLY1510r4 REV DEscwPllw+ DATE APPROVED A ADDED CHARM 03/08/12 RL 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. D REVISED WSTALLATION C AILS OE/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L 1/2' MIN. EDGE DISTANCE L 10 SELF DRILLING SCREW PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT IU WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKNVOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143- x 80' NON REINFORCED HOOK INSTALLATION DETAILS op"w. orc Ro. F.A. 08-00502 WALE NTS — 02/23/09 OF 9 L ROHERTO LCAW P.E. 1432 wOOOFOW RD LE V4S VXLE NC JGM 434400-0609 dbrt4ropFtmDapv cam SIGNED: 0612212017 it iL10 E6 NS 9J' TAT 6= OF , y, F'OR10P• jI ONA ` I/11L% Ca` Luis R. Lomas P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORID9BUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CO-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 1S MQ IJRFDFORTHISPRODUCTINWINDBORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. ANGOVERHANGRATIO TMR2X10. FOR ANCHORING INTO WOO FRAMING OR BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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 INSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-75 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION t I NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS DCSCFVDON I — T A ADDED CHARTS 03/06/12 R.L B KLVI5EO PER NEW TESTING 10/15/13 R.L C ADDEO FIANCE INSTALLATIONS 12/06/13 ILL. D REVISED INSTAUATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/77 R.L SIGNED: 0612212017 MI WINDOWS AND DOORS LLC AAIIIIIIrri/ 650 WEST MARKET STREET sV c, R' L 0///i GRATZ. PA 17030 Nv \(, E SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES 5 DKWK, TATE OF : cc O . F.A. oxc NO. REV 08-00503 E i'cF`'-zQRID G Sii NA11EN` Luis R. Lomas P.E. sr NTS WE 02/23/09 1 OF 9 L ROBERTO COMAS P.E 14MWOODFORD RD LEwuvuc$ AIC 27= U+z860609+us®trlomopmm FL No.: 62514 RVAS04 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX DMAX .C. r -{ 6 MAX I 6' MAX 17. MAX O.C. 96' T- MAX HEIGHTS SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS /1 AND J2 FOR OTHER UNITS RATINGS NOTES: 1, MAXIMUM PANEL SIZE 48 v2 xW 2 MAXIArUMD.LO.:443r4'x905W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04_145) AT 37 39'ON CENTER FROM PANEL 80TTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL 80TTOM RAILS JMJNUM6083-T8 REWFORCEMENT(868)ATALL PANEL INTERLOCKS JMINUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK DESCRVMN A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART I1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REOU)RED SEE NOTE 9 SWEET r Design pressuro chart(psQ Forte 5;X P.trrol -Ad Total Frans Wlaaf (n) h1 30.0 36.0 4i0 477G. in) 90.00 10a.00 126.00 Nap Pos Nap Pos Nog Pos Nap Ax0 0.0 40.0 57.9 40.0 520 40.0 48.0 S&O H40. 0.0 40.5 54.6 40.0 48.9 40.0 450 D20 69.6 4p.0 51.7 40.0 46.1 40.0 423 56A 40.0 A 40.0 417 40 0 40.0 CHART J2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHFFT 1 Design prossure Chan (psi) Strgla Pmbl aW Tory Frarre Wdth (in) 30.0 IQO Q0 47.7 0.00 f0Ao0 12G00 141 Nog Pos Nog Pos Nap Pos Naph60.0 579 57.90 520 548 54-6 48.9 48.9 k!26 51.7 51.7 46.1 46'1 49.0 490 a3.7 417 40,D 40.0 CHART C9 Number of anchor Iowfonsrpu/rad Farm 5Moo Purnw one Tyy Frame W)001(in) Hahn 20.0 340 1 ' 42-0 47,7 in) no 108.0 126.0 7410 H:S Jamb Ht5 J&mb Has Jamb NLS IJamb a" 8 6 7 8 8 6 9 8 OAO 7 6 7 6 a 6 9 8 910 7 8 7 6 8 8 9 6 9Q0 7 6 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED. ELEVATIONS F.A. 1 08-00503 NTS I°"TE 02/23/09 J%T2 OF 9 L ROBERTO LOMAS P.E. 14j2 WOOOFORD RO LEW7$VRL); NC 27= 4944"4609 rromG@kb7"Spfta DATE APPR04D 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 06/22/2017 C,, EENg, 13 TAT 6E OF •'Q" t11v i,Fss 4OR10 G`2\ OMA `l\\`\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMI ENT BY OTHERS 1/4- MAX. SHIM 10 WOOD SPACE SCREW i10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 1 3/8' MIN. EMBEDMENT 1/Y MIN. N• EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4 MAX. I SHIM SPACE REV OESCRVrION DATE APPROVED A ADDED OWTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06)=017 MI WINDOWS AND DOORS LLC IILI I, 650 WEST MARKET STREET GRATZ. PA 17030 R JCS • .. , O1// qs' GENS• F- o SERIES430/440 XIX SGD 143" x 96"TAL REINFORCED y 61 t FRAME INSTALLATION DETAILS 9 SSTAT P_OF-"'-__ may''• OF [ pR10*•?: olum 0rc No. REV F. A. 08-00503 E i S G NAi MILENTS °1E T3 02/23/09 OF 9 Luis R. Lomas P.E. L ROBERTO LONA,S P.E 14M WDODFORD RD LEWTSvaLE NC 270?7 434-680- 009 :lam w m,,p,,cm FL No.: 62514 1/2- MIN. EDGE DISTANCE METAL 1/4- MAX' STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR LF DRIWNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 010 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN ED OF APPROVED LANT 1/4- MAX I SHIM SPACE I 1/2- MIN, EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS RN DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTAL,ARONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 FILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612WO17 MI RS to`\\S 1R. to4f i650DWENSTMARDKETSTREET GRATZ, PA 17030 GENg SERIES 4 XO D` SE6' REINFORCED143' x 96' REINFORCEDE FRAME INSTALLATION DETAILSTAT OF O RIOPORArilL' on NO. F.A. 08-0000503 E ii S ONA 11EN\\ Luis R. Lomas P.E. FL No.: 62514 DATENTS 02/23/09 4 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LENMSVII I F NO 270M 4344%so 09 mm RLVtS*NS 1 1/2' MIN. 1' MIN. REV OESCRLPIRIR DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L.-• ° a 1 1/4' MIN. 1 1/4" MIN. 1/4• MAX. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. EMBEDMENT EMBEDMENT SHIM SPACE D REVISED INSTALLATION DETAILS 08/05/15 R.L. a: CONCRETE/ 1 E REVISED INSTALLATION DETAILS 06/22/17 R.L. MASONRY J-- BY OTHERS l OPTIONAL MIN. 1X BUCK EDGE a DISTANCE INTERIOR i PROPERLY SECURED SHIM SPACE FolTOBE v . SEE NOTE 3 SHEET 1 3" 3/16" TAPCON MIN' a aSEPARA710N a EXTERIOR INTERIOR • . a 3/16" TAPCON SILL TO BE SET IN EXTERIOR 1 A BED OF APPROVED 3/16• TAPCON SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETFwASONRYINSTALLITION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 t - T NOTES: 1 1/4' MIN. EMBEDMENT 1• INTERIOR AND EXTERIOR FINISHES. BY OTHERS. n '• • NOT SHOWN FOR CLARITY. Q' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE c DESIGNED IN ACCORDANCE WTTH ASTM E2112 SIGNED: 0612212017 2 7/6•. MIN. 1• MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS .LLC 1111111IlIAA 650 WEST MARKET STREET \5 It- to VERTICAL CROSS SECTION GRATZ. PA 17030 .'\GENS'% CONCRETEIMASONRYINSTALLA77ON SERIES 430/440 XIX SGD *• p F 143" x T96"AL REINFORCED ",';e' ` ',4tFRAMEINSTALLATIONDETAILSTATOF 11RAWN; owG Iro. REV % 0 E`• 0RLOt: • 04': F.A. ...• G i sc N7S °` 02/23/09 08T53 OF 9 E /// YSlolllnitl`\` L ROBERTO LOMAS P.E. Luis R. LomasI4WWOODFORDRDLEmSV9J4NC Las PFL Noas syr.mm D FRAMING L 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. TEDGE DISTANCE 1 3/8• MIN. EMBEQMENT 1/4" MAX. SHIM SPACE INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8• MIN. EMBEDMENT REV REVISIONS DLSCRIPIM DATE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 3/8" MIN. 1/4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT FIMSHSPACE T- i/ Z• MIN, EDGE DISTANCE INTERIOR II II I IP=— u gTowoodSCREW A] EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DkVft DX'D N0. F. A. 08-00505 W E NTS I WE 02/23/09 9 -6 OF 9 L ROBERTO LONA.S P.E 1432 W000FORO RD LEVVISMLE RC Z7= 434- 608-01609 r7om.SQ#A—=..mm SIGNED: 062Z2017 R. NIO 9J+' 61 • 1t f-il OF,•J'. Luzr ALIE` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS p10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. I EDGE DISTANCE CA I Cl7/UK /1V I C7TKJP1 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTAUA77ON NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE W/TH ASTM E2112 1 /4' MAX. SHIM SPACE OR LUNG 1 TO BE SET IN BED OF PROVED SEALANT 1/ MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4 MAX. SHIM SPACE INTERIOR REVISIONS OESa0PnON DATE APPROVED ADDED CHARTS03/05/12 R.L. REVISEDFc PER NEW TESTING 10/15/13 R.L ADDED FLUGE INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS OB/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. U EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS OR.SM OK NO, F.A. 08-00503 7-ALE NTS — 02/23/09 —7 OF 9 L ROWRT O LOMA,S P.E. 1432 WOOOFORD RD LEWISVRL.E. MC 27= 6w-o 09 brtNs trlomanpo.Gom SIGNED: 0612212017 0 51 •it= pAi E OF •` zz FS;':ZORtO G? S`ONA i Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1' MIN. EDGE DISTANCE a 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SEC RED E NOTE 3 SHIM SPACE SHEET 1 3/16- TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. EMBEDMENT 1 " MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS i • — T 1 1/4' MIN. EMBEDMENT 4 4 I27/B' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY WSTALLATION 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLVMONS REV OESCRMW DATE APPROY[D A ADDED CHARTS 03/06/12 R.L. B REALSED PER NEW TESTING 10/15/13 R.L. C D ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS 12/06/13 08/05/15 R.L. R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL CONCRETEME SONRYWSTAUAT70N NOTES: T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/2WO17 MI WINDOWS AND DOORS LLC I' LIo/% 650 WEST MARKET STREET GRATZ, PA 17030 L11Rz \5 fv •\CENO, SERIES 430/"0 XIX SGD k• D 5 143" 96" REINFORCED FLANGE INSTALLATION DETAILS Dtvt p TAT OF DPArrc owc No. OS—OOET583 S ONA 11E V scALc NTS °A 02/23/09 OF 9 lLROBERTOLOMASP.E. 1432 WDOORM RD LEVt6VZLLE, NC 2TOYJ 434•6884W9 r1xrU$ &Aw=p.c= Luis R. Lomas P.E. FL No.: 6251a 1 5/8 MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16- EXTERIOR a _ PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM --,, INTERIOR HOOK STRIP REV41ONS REV OESCRIPLIOw DATE APPRDVCD A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. r 1/2- MIN. EDGE DISTANCE d10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION o METAL STRUCTURE 1 3/8- MIN. EMBEDMENT I HOOK STRIP SCR WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BUCK4900D FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: ONO N0. F.A. 08-00503 S"" NITS — 02/23/09 —9 OF 9 L ROMRTO LOWS P.E. 14n KADWFORD RD LEWISVILLE. NC 27022 43&688-06" d—S@& M2SP. m SIGNED: 0612PI2017 1IR11 I I Llo4f oSE OP : ,_ i 0' cFs;:cLOR10 ONA i1' 1``` Luis R. Lomas P.E. FL No.: 62514 FLORIDA 011PARTIV19W OF R Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stets & Facts Publications I FBC Staff BCIS Site Map I Links Search b a r ; r' Product Approval IUSER: Public User Product Approval Menu > Product or Aoolication Search > Aoolication us t > Application Detail 0 OFFICE OF THE FL # F1_9174-1112 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1R2 Evaluation Report - FL 9174 PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Products Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 FL # IModel, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. B'-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 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SupD sloned.Ddf Design Pressure: +26.90/-30.80 Verifled 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 II 0229-318959-P9 S.ndf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop sianed.odfImpactResistant: No Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. B'-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 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo signed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.13DF Created by Independent Third Party: Yes 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- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 lI 0231-318996-P6 S.odf FL9174 R12 lI 307494 P11 Track Suoolement Chart slpned.odf FL9174 R12 II 324620 P16 Jamb Connection SURD signed.odf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 lI 0234-319022-P6 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SURD slpned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 1311 Track Suoolement Chart sioned.odf FL9174 R12 II 319040 PI Post Istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection Supo slaned.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PQF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-136 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0233-319000-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track SuoDlement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Supp sipned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 *0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No F1,9174 R12 lI 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 319040 P1 Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 lI 324620 P16 Jamb Connection Supo signed.adfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 319040 P1 Post Istall Instructions sugned.odfImpactResistant: Yes F1,9174 R12 II 324620 P16 Jamb Connection Supo signed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.131E Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-135 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 lI 324620 P16 Jamb Connection SUDD sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No F1,9174 R12 II 0601-319027-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Suoolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sinned 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 WD2017-60IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.14 I5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0602-319028-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S.odf FL9174 R12 I1 307494 P11 Track Suoolement Chart sianed.pdf FL9174 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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or Intermediate sectlon. Installation Instructions FL9174 R12 II 0604-319030-P6 S.Pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 iI 319040 P1 Post Istall Instructions signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 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 Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0605-319031-P5 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Stipp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.pdf FL9174 R12 II 319040 PI Post Istall Instructions sianed.pdfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 1 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 II 0609-319035-P6 S.Ddf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 lI 319040 PI Post istall Instructions sioned.odf FI-9174 R12 II 3246Z0-16-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 WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 II 324620 P16 Jamb Connection SupD sianed.OdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 Il 0607-319033-136 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.ndf FL9174 R12 11 324620 P16 Jamb Connection SURD signed.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. BaLlf EKt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MMI e hM Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being Issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope aN D. Tyo'''%, N No. 46718 STATE OF IQ/ - Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSUDASMA 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. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 Psf 25.901 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf. Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A — 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' 181x8'-91, 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation ; ` OWN Q OCEN • SF ' •. " JNO. 46718 0 s7A7E of i s A' 40RIDA s ONA L 10AT 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 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 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 Ratin Q- Table 1 C — Doors under Evaluation — o FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9° xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion Tyo No. 46718 STATE OF =t(/ 48/0NA Z v31 i tov) 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. I conclude that the construction shown comply with the structural requirements of the 5t' Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of Independence as stated in 61 G20-3.009 (3). F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 rT 1. NON -IMPACT RESISTANT GLAZING OPTION - .ODD• MINIMUM SSE GLAZING IN MOLDED FRAMES SCREKED 13 CA HORN AKGIE TOGETHER NTH A MINIMUM OF (9) I&xl- SCREVS OISTAl1ED IN TOP ON INTERMEDIATE SECTION (NTH OR VATHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESI0I PRESSURES SHIM ON THIS DRAV44Q OLVDNO 13 GA FLAG ANOLE- SHALL NAVE A MAOMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS HOT UJPACT RESISTANT AND DOES NOT MEET THE REQ RFNENTS FOR 16 GA MIN HDDLTRACK YWO-BaOIE DEBRIS REGIONS 5/16A-5 2 IMPACT RESSTANT GLAZING OPTION - MPACT LAC SMtWS RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TON MIN ] AS OR INTERMEDIATE SELRON (wTH OR WITHOUT DECORATIVE SHOWN) DLSERTS GLAZING SHALL SE IIV MANROL.WL-AR 1e GA YIN VERT- P0. ATE OR EQUAL GATING SHALL HAVE A UAMMUM HEIGHT OF ISM' AND A MA)TMUU LENGTH OF TRACK SS06'. GI.AZING S [PACT RmSTA/ANDTADOES MEET THE REQUIREMENTS FOR WNID-BORNE DEBRIS REGONS 6/1621-5/C LAO SEE DETAL E ON SKEET 2 FOR ASSEMBLY DETAILS SCREW AT EACH GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTECRAL RIB (SEE DETAIL O SHEET 2 le GA J-STRUT SOLOED1D TOTkD 1/4-204/16- TRACK - INTEGRAL RIB OF SECTION AND OPERATOR S711E TO BE BOLT AND -7D FE7K FACTORY INSTALLED. 0STAUJM SHALL FIELD INSTALL (1) NUT AT EAI/4JS JAMB 14%7/ e' SELF 13RUNC CRWT17E SEW TD ATTACH 1//4- SCREW BRACKET LOCATION ME J-- STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER OETAIL F ON SHaT 2 VINYL OR WOOD DOOR STOP NAILED A MAKIMUM OF 6' O.0 MUST OVERLAP TOP AND BOTH ENDS OF PANELS IDMUM 7/ 19- TO MEET NEGATIVE PRESSURES 4. KEY LOCK SLIDE LOOM OR OPERATOR REQUIRED. 15 CA STFFEED i SECTION SHALL BE CONSTRUCTED NTH FOAMED IN JAMB BRACKETS CHEMICALLY PLACE POLYURETHANETOMINSULATIONCEIDSEE SCHULEFOROONOED TO ] 0 CA HICUUY FACER STEEL AN A QUAKUTY, LOCATION, OLYLAMINATE BACENL OR ]2 GA STEEL BACKER. END AND TYPE CAP TO HAVE A LINMJUM I.DEPTH. Q THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK ON SUDS LOLL ELEMENTS SHALL BE THE RESPONSIBUTY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQU:m WTH OPERATOR STRUCTURE AND IN ACCORDANCE NTK CURRENT 6UIOIRG SEE NOTE +). SIDE CODES FOR THE LOADS LISTED ON THIS DRAWING. LOCK SHORN FOR 7. DOOR JAMB TO BE MINIMUM ZA6 STRUCTURAL GRADE CLARITY MBHE LUMBER. REFER TOJAMBCONC11ONSUPPlEl@7TFORNOTE, (4) SECTION SOLID ATTACHMENT TO SLIPPORTWO STRUCTURE. DOOR SKOv" SEE SHEET 2 FOR U- BAR LOCATIONS L LOUVER OPTION - . 04D• IaMRDN LOUVERS IN MOLDED ON 000R5 WITH OTNER FRAMES SCREWED TOGETHER VJTH A MINIMUM OF (9) SECTION QUANTITIES AND 0.1- SWIM INSTALLED UT THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESSTAM AND 00 NOT MY SEE NOTES I AND 2 ON THIS SKEET FOR GLADNO LEE REQUIREMENTS FOR WIND-BORNE DEBL5 REGIONS OPTION' LOUVERED SECTION REOUQO7 OPERATOR STU TO BE FACT0111Y DLCTM I F'D AT THE PINNVRIwF OF TNF DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR WAIN DOORNEMIRUNIFORM LOADEACH JAMB (PLF) 15'-Ir 101. 2 2=4 14-D'LL 101-1 ID- O' ALL. 1 + 129.3 -144.0 VVA 1111I r11I FA NE j I( No. 77945 STATE OF OAIA m. 11illd JIIttl1I Vri 4ST/ RO I/AD Iw NOWTuw Nat 11 rCRIM! R QRIITQIrROF64aNA, OMMM SEAL rRO% WED ORT FOR IVW=rCJ OF OQOND OW(FIRlKeal DETAM REOUBED Ill DOOi 1LD7H5 I KC THAN OR EQUAL TO 12•-07. JAMB 9RACKET SCHEDULE DOOR SECTOQFS BRACKETS EACH JAI®)OF TYPEBRACKETSMEASURED FROMReTrOM TRACK ALL DIMENSWNS k 17 25-1 JB . ]4 JB 45-1 4 01 , 63- Je FAT E . 10• JB 11-] 4 J9 , .-3 4' JB 41 JB 53-1 4 JB IF-0' 1 S 1 B I C Jeb tY a JB 34 JB +7-1 4 (01). 56- JB (0). 7Y JB 0.-0- 5 e FAT JB 10 JB 21-34' JB . 29-3 4' JB 4I B 57-1 C JB , JB 75-1 A 6-0' ON LIFT/ROOF KT0iI ISEE NOTE BELOWFOLLOWIG 01I1E4ION DENOTES SLOTTED JAMS BRACKET ATTACKED TO TRACK WITH 1/4-204/UO' TRACK SILT AND KUL FOLLOYJNG DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS NTH NICK LIFT. ROOF PITON. Ala/OR GREATER THAN S IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CURT FOR DETAES, STATIC PRESSURE RAIWGS APPROVED S12ES Wayne DESIGN +n/ ^ N ( +25. 80/-2B. 6o MAX 1YDTH: 16'-0 w `/ c(/j6_f[ =Dalton. ( PSF} + D ( YE / NO): WAX SECTIOGHLN S HT' 7 IMPACT/ CYQ1C RATED ( YES/ NO): YES YAX SECRON HEIGHT. RENSIONS UCTURE AND RDTED NUMBER OF TENES AND CENTER ES REQUIRED FOR ROSTR DOOR WIDTHS. 1 5/ 10/05 ADDS) IMPACT STANCE TO DOLOR 6/e/ 07 UDDIFED JAMS ADDED IMPACT 1/ 22/06 UPDATED TITLE BLOCK 0/26/ 10 S% GARAGE DOORS MODELS 5120/ 9100/9605 1SHEET 1 (IF 2 DI1496V OF OKEBEAD DOOR ORAIONG PART.. REV. AC Ao ISONFLORIDA 318960 P10 rENS(850) 74-989 ]AEGWINDLOADSPECIFICATIONOPTIONCODE0230I59) 47hYE89 13 W AD.USIABL.E TOP FIXTURE ATTACHED TO RACE U-PAR OVER INTEGRAL RIB 13 GA ADAWAULE TOP FIXTURETITHTHE (6) PRE- PUICAPATPRE -PUNCHED HOLES '- HOLES EACH END FAORD W BDTTOM OF U-BAR / 2) 1/4-14A5/B- sGtEvS AND ATTACH THRU INTWITHEACHENDVATH (2) 16- CRIID'71TE SELF DIDIINO CBUPDSFORSTANDARDTRACK01/4-14.7/6' SETT DRCTDtl'TTIFSCREW6FOHEAOq(LOM TRACT( (2 IAREUSEDTOATTAINOP BRACKET AS SHOWN). DETAIL A LOW HEADROOM TRACK DETAIL A 13 CA ROLLER RIDE ATTACHED TO USED CNLY ON IMPACT PRE-RJHCHM HOES IN TW OF U-OAR U-_BAR OVER INTEGRAL RIB WITH EASED SECTION - 11 WITH (xl 1/4-14v5/I- WPT7E SCRIEWS. THE (a) PRE-PUIICHED HOLES EACH END W RE1NFOtCEWD+T USE W 0 HOME IN 51)LIE TO ENSUE FAOHG UPWARD AND ATTACH TM18/ END BRACKET ATTACHED PROPER AUGMENT OF ROLIER"S CAP AT EACH ENO WTH (2) 1/4-IH7/6- WITH (a) 1/4-14,7/6' 1 SELF DRIWRO CRIMPTITE SCREWS SELF OROLING 15 CA HIDNGE ATTACED E%f P11DW U -BAR ARCED OVER TOP C IMPTRE SCREWS (2 WITH (4) 1/4-144/a' RIB ON THE BOTTOM SECTION SHALL ONLY THROUGH BOTH C UPTITE SCREWS (2 DF 1E ATTACOP THFOI END CAP AT EACH BRACKET AND U_BAR) WITCH ARE FACTORY END PtiN (1 1 4-14117//pp SF1F ORIUlNG ATTACHED) CRIMPTITE LOCATED ON THE DETAIL G BOTTOM FLANGE OF THE U-BAR NOTE, DUE TO CEARAN= REO.SRED TO 2' NYLON SIOtNCARD 11 J ROLLER WITH INSTALL SCREWS AT THE EMS OF T U-BARS, ALL U-BMS SHALL !g 4-1/2' STEM DETAIL B UISTAlLED ON SECTIONS PRIOR 7D INSTALLING ROLLER SIDES AND TOPFDOUREVINEU-BARS_SEE ATTACMENT NOTES ON THIS SHEET. It GA HWOE ATTACHED CIE U-BAR OVER MATH (a) 1/4-20b/6' • C IMPTTTE SCIEYS (2 OF f WITH (2) R® AND ATTACHWITH (xII 1/4-xO Z . YSOCH ARE FACTO WMP7rtE SCRELS iHRU PEG -PUNCHED HOLES AT ATTACKED. 3 OF WOCH EACH INTERMEDIATE HINGE ARE FIELD IHSTALLFD INTO LOCADON (1 THRU FLANGE TOP LEAF. AND 1 OF OF U--SAR AND BOTTOM MUCH 15 FEND INSTALLED ANDHINGELEAFA1 THRU THRU PRE-PUNCED H HOLEWER OF U-BAR AND IN U DETAIL C INTEGRAL RID OF SECTION) 12 CA BOTTOM BRACKET FACTORY ARACHTD YAM 1 14-14A5/7 PLACE U-PAR OAFA I(TEmAl RID WITH NOTBRACT BOTTOM TOCLEAATTACHOMENDnhSM T AND BRACEDAhDATTACH THRU CAP AT EACH ED HTH (1) 1/4-1ff SELFORRLDNGCRWP1ESCRELYA5SFOR IMPACT RESISTANCE, SHOWN AND USE Ct) 1/4-14a7/9' SELF BOTTOM BRACKET T MUST BE SCREWED 70 THE BOTTOM - . W ORINCCRIUP71 SCREW ACROSS THE BOTTOM OF THE BOTTOM U-" AT U- BAR VJTH EACH PRE -PUNCHED HOLE AT EVERY 2) 1 1-14gg SETT DETAIL D MINCE LBCATIOEL USE (1) 1/4-20i6/a- CIDlPTTE SCREWS. SEE IMPACT BOTTOM BRACKET CROUPTITE SCREW AT ALL OTHER PRE - PUNCHED HOE 1DCAIIWL DETAIL THIS SHEET. NE• KoR P,•''LTGENS F'•.Nj ti NO. 77845 •: u 0, . STATE OF ((/: 0NAL tETf 1t111 U1V IwATHo a I[01¢9y R 4uB WROAD1wMDIDffRf HOE /HMO n R 7TW rE Fe nTas PRDrCMDUL Ot0® Wi SEAL 1m1'OEO OlY FOR vmrrGTm or NaLDAO mmn=TNX DETAILS, 4 MIN STADLESS WITH STAINLESS BACKED RUBBER WASHERS 3-I/ 2- LC 1/8- BEAD CE G 4DO ASS SSG4000ACSEALANTCR EDUIVALDIT FACER STEEL 1 1 4-14il/a' SELF DRILLING CAMPTDE AT C[ HTER MINE OF DOOR THRU J-S71UY k OPERATOR BRACKET. n)EL J-STRUT i SCREW ONLY REWIRED IMPACT OLAaEDSECTIONSSET: NOTE ATTACH BOTTOM BRACKET TO BOTTOM U-OAR WITH (2) D 11//4- 14.7 - SELF DRILLING l IMPACT BOTTOM BRACKET 3) SECTION DOORS WITH BO 161t3 at 3-, 16 GA,, LOCATED OVER INTEGRAL RIDS AS SH0WN__j SECTION DOORS1 (a) 3', la CA AT OYERs GRA OVERYilAlRIDSAS1. ALL U-BARS OIALL aE PLACED OVER INTEGRAL RDIS AND ATTACKED T R I PRE -PUNCHED HOLES WITH (2) 1/4-1495/6- C6MPTITE SLEW$ AT EACH INTERMEDIATE HINGE LOCATIOR. (2) 1/4- 14A7/a- SELF DRONING CUMPTIE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET)- (2) 1/4-14.5/6- MIMPTITE SCREWS APPROXIMATELY l6WAY REM04 END OF DOOR AND INTERMEDIATE HINGE LOCATICN, AND (1) 1/4-14.5/8' CRIMP11TE SCREW APPROXIMATELY 6' FROM EACH ENO. FOR DOOR WIDTHS GREATER THAN 17-C. THERE SHALL BE A TOTAL OF ( 20) SCREWS A7TACIMG EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL. OF (18) SORE'S EACH. FOR DOOR WRDIHS LESS THAN OR EQUAL 70 12'-C-, THEM SHALL BE A TOTAL OF (16) SCREWS ATTACKING EACH U- BAR EXCEPT BOTH L-IARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL RATE A TOTAL OF (14) SCREWS EACH OUTER WINDOW TRIM L WITH THE ERCTPTION DF THE (6) PRE-PURCHEO HOLES N 1/4' POLYCAR"AIE THE TOP OF EACH END USED FOR ATTACHMENT Or THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOES IN THE BOTTOM OF EACH END USED POR THE ATTACHMENT OF THE TOP FONRE AND UNLESS NOTED OTHERWISE ON TKIS SPECRCATU74 DRAWING. ALL PRE -PUNCHED ROLES IN ALL U-PARS SHALL BE ATTACHED TO THE DOOR V4TH 1/4-1416/6- CWTITE SCREM 3. 1B CA U-BARS SKULL BE STAMPED '49' APPROXIMATELY B' FROM EACH ENO. Wayne Dalton. GARAGE DOORS A DETAIL E OIWSIOM OF OVERHEAD DOOR CO PEI3395 A FSON DRIME 323t4 TOM RETADrANGEO CENTER HINGE AGE AND ADDED VER OPTION. AGED STRUT ITIFIWTION METHOD M COLORED PUNT 70 MPED NUMBER 3/ a/OD ADDED SUPERDIPOSED UGH PRESSURE LOADS SUPPORTING UCTURE AND RIREONUMBEROF SETTERS AND CENTER ES REORRED FOR ROWER DOOR R4JMS. 5/10/0a ADDED WACT STAKOE TO DOOR. XET SCEOILE FOR DPTIC'L ADDED UN K DETAL SHEET 2. 4/17/OB ODED IMPACT PANT GTA2ING. D TEXAS LICENSE IFR To TITLE BLOCK. IED LOUVER NOTE USED MAX HEIGHT I'. HIG H GH AND ROOFPITCH K NOTE. 7/ 22/D6 PDATED TITLE BLOCK a/u/10 M3152a D 2605, AND 2R NOYES 5/ 23/2DI7 MODELS 5120/9100/ 9605 1 SHOT 2 OF 2 DRAWING PART NO. I REV, WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 8 PLICE PLATE LOCATION o SEE SCHEDULE Y 14" MAX 12" MAX 12" MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE_ DWAnM d NOtN=, PE 4376 COUNTY ROAD 160 MWW7 "L mw FL PO 7T45 T% n 117SU PRUMONAL DICOIDDYS SEAL PROVIDED ONLY FOR VOW)C'ATION CF VlDLOAD 0On6TItltCII0N DET..c E CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13GAMlt CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE— 2) 1/4" X 7/16 SEMI TUBULAR RIVITS—` 11 GA MIN CLIP SEE SCHEDULE— R SW 0 28„ 2 13 GA MIN CONTINUOUS WALL ANGLE — OE 10CEN N Vo. 77945 S - 70 _ STA7Z OF 40RIDA40AIAL 1 rll 1 7 TRACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK w.fallsygmell p2misPilglemmlim_ DESIGN PRESSURE CHART MAX OR1WIDT MAX PSF 9'—O" 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 1pa!ron. 0®GRa 3395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 REVISIONS I. ANGLE 12 FOOT UTED B/11/03 UPDATED FORMAT. 2EASED ALLOWABLE SSURES TO AO/-SZ.00 PSF FOR DOOR WIDTHS 01GED 'TEXAS WALL ILE• TO 'CONTINUOUS L ANGLE'. ADDED STRATE MOUNTING AIL. CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. i 0 MODELS 9A00 1 8024 WITH OVERLAY TRACK CLIP EDULE. 5/21/07 UPDATED MODELS ED IN CHARTS. SATED SPLICE h CUP EDULES. 9/DB/07 UPDATE MOUNTING AIL DRAWlNCS. 10/05/07 UPDATED CHARTS TO IINATE THE USE OF B CLIP (REPLACED i 1I9 ACROSS THE UPDATED STEEL I"NO DETAIL D4/11/OB EXPANDED 1-1/2' TO r DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 UPDATED TITLE CK 5/2/10 UPDATED TITLE CK. REMOVED CHART. 11115M UPDATED TITLE CK. 5/15/17 SHEET 1 OF z DRAWING PART NO. I REV. 307494 P11 2 3/4•• f 1 • REMMONS EDGE DIST TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED 24 BPJ 5/11/03 E60XX MIN4 8— 8 P3 UPDATED FORMAT, INCREASED ALLOWABLE PRESSURES To MIN 3/16" THICK ALL DOOR MOT S. FORALLOooRvADTHs STEEL FOR MOUNTIN ANGLECHANGED -CONTINUOUSANGLE' TO 'COHTWUOUS 5/16" x 1-5/8" WALL ANGLE DEDWALL SUBSTRATE LAG SCREW OR DETAIL, CHANGED TO EQUIVALENT INTO TFTEN HD ORSCRT4/2/07CH MIN 2 x 6 NO.2 TRACK CLI Ps aiANCm FORMAT. SPF (G=0.42) OR ADDED YODELS G800 BETTER AT EACH 1/4-20x9/16" OMAACK p ovERtwr SCHEDULE. HOLE OR PAIR OF TRACK BOLT AND GRT SM/07 HOLE LOCATIONS 1/4-20 HEX NUT P5 UPDATED YODELS USTED IN CHARTS MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL UPDATED SPLICE h CLIP SCHEDULES. OLP 9/0BA" 2 3 4 OPTIONAL: WALL ANGLE MAY BE PS UPDATE MOUNTING DETAIL DRAWINGS, MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRT 10/05/07 4 WITH MIN. (1) 1/4-2Ox7/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. THE iUSE OF re CUNIINATE P(REPLACED WASHER AT EACH HOLE OR PAIR OF BOAARD ALYtoss THE HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 d P8 UPDATED STEEL d OUNTING DETAIL YRB 04/11/08 P9 EXPANDED 1-1/2- TO la jd ••, 1-3/8• DOOR THICIWESS CURT UP TO 14' HIGH. GRT 12/11/08 P10 ADDED MODEL 8700. 3/ 8" SIMPSON TITEN HD, UPDATED TITLE BLOCK On a/2/10 2- 3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE P11 UPDATED TITLE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR CRT 11/15/13 OF HOLE LOCATIONS 1 r DATED TITLE WALL ANGLE ko Esc 6/15/17 PNE1/4-2Ox9/16" i TRACK BOLT AND ,• L10EN,S CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT Q. TRACK CLIP _ * : No. 77945 S -_ n STATE OF NAL E Wayne I DATE NAME DRAWN B/21/O7 GRT wAyw 1 E 4575Dalton. CHECKED SHEET 8/ 21/07 MR9 2 OF 2 NODE. moo FL rE 779u Tx rF 117na 3395 ADDISON DRIVE DRAYANG PART NO. REV. PRDf® DRAL ENMRMS SEAL PRONDIM 0NLY FOA VIOWCA71ON a RDDIDAD CONSTRUCDON OCTADS TRACK SUPPLEMENT CHART PENSACOL.A. FLORIDA 32514 307494 P11 850) 474-9890 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLDRIDA 32514 850) 474-9890 4 VP'' -ICEIY ti ' t No. 77945 S ' 7 * *= STATE OF 4u— s '<ORIDN .•'G\ DWAME A KOIDM, PE 4M COUNTY RDAO 140 MOUNT HOPE, ONTO FL PE 77MS T! PE 117US PRM=OMAL ENMNMn SEAL PROYOED ONLY FOR VOWATION OF W MAD 0M4TRUOi M DETAAS 1 SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING SYSTEALS D• MAX. -j T FASTENERS PER SCHEDULES 1 THRU 4 LaNIMUM 2x4 STRUCTURAL GRADE LUMBER FOR DOOR HEWTHT MAXIMUM ATTACHMENT TO, SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYR 6' MAX J DDoa WIDTH U& > wL BRACKET LOCO LUMBER. a' a• 2- 3/4- 2) 3/8• SDAPSON TREK HD SCREW ANCHOR WITH A 1 1 4' WASHER AND A MINIMUM EMBEDM DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4% DETE6_ L MINIMUM 25HK) P9 CONCRE NOTE:. MAXIMUM OESIGN LOAD CAPACITY OF 2085 LBS MAXMUM 2x6 +3 Q HEADER LOCK SOUTHERN P E WMBER BRACKET e' 4• e' 4• 4) 3/6' SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4* WASHER AND A YINIWIM EMBEDMENT DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 4. DETAIL 2 MINIMUM 7000 P51 CROLrt FI ED CM I NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 MIND UM 2x6 /3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4• 1' 4) 3/6' DIA. LAG SCREWS WITH 1-1 4. O.D. WASHERS. LAG SHALL HAVE A MINIMUM PENETRATION OF W2' INTO THE MAIN MEMBERDETdIL_ 3. CAPACITYON LOAD PACTTYTYOF2430LBSSHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 OMAYNE A XORNMI' PE 4775 COUNTY ROAD 150 VOUWT HOPE. am FL PE 77146 TX PE 117616 PRNMONAL THWrM- S SEAL PROV= 0KY FOR VMFICATION OF W'11DLOAD 026TRUCTM DETAILS MIN 2500 PSI CONCRETE HUM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4• OF SUPPORTING STRUCTURE SHALL EDGE OIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE r ' 3/6' SIMPSON TITLN HD. 2-3/4- MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET I/4-20Y9/iB- TRACX BOLT AND 1/4-20 HEX H TRACK DIRECT CONCRETE MDIiNTIN . DIETAll ZVI Q ' No. T1945 0:= Lij mxe F S/ ONAL rr MIN 2 Y 4 SPF (Ge0.42) DR BETTER WALL STUD N.DIL MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ------- \ EXTERIOR 5/ I6- LAG SCREW 14 EA A1- 9/32- EMBED IN CENTER OF STUD (t 1/4'1 FDR EACH JAMB RA E LOCATION JAMS BRACKET 1 /4- 204/16' TRACK BOLT AND 1/4- 20 HEX N TRACX DIRFCT WOOD MCINRN. DETAI M Y 420 9 PER •O FACTFLER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 6/ 15/17 , I I DATE I NAME 4 10 13 CRT ED1 II DRAWING PART NO. REV. 324620 P16 1 /212018 Florida Building Code Online I CA SPA Business 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. Florida rq Product Approval USER: Public UserrQbq, Product Approval Menu > Product or Aoollcation Search > Application List > Application Detail FL * FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative ]on Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk1hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL # I Model, Number or Name Description 19715.1 I 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 I 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 II SWD002 SS 2017-06-15.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.pd Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD0I1 SS 2017-06-14.pd Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.13df Created by Independent Third Party: Yes Back Nezt 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 emalis provided may be used for offlclal communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen! under Chapter 455, F.S., please click here_. Product Approval Accepts: MW]MEpi 0 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk1 hGufBV5nRNMfoIDM5dhG310CYhzgZSGo1 vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF Sl/2 INCH THE DEPICTED LOCATION 4 SPACING IN THE ANCHOR LAYOUT DETAILS L.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTOTHE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SMM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE US WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF30-16TRT LENGTHTOACHIEVE 1-2/21NCH MINIMUM EMBEDMENT INTOWO00 SUBSTRATE INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALLATIOPL• FOR INSTALLATION INTO METAL STUD USE FB SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM OF 3 NAP NET ARTIONBEYONDMETALWALLINSTALLATIONSHALLMAINTAIN MIN. 3/8' EDGE DISTANCE. THROUGH FAME INSTILLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/ZINCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETF./MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 31261NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 R P Ns RATION BEYOND METAL WALL - MINIMUM EMBEOMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMFTED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES L THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY W ITHTHE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA WOMA/CSA 10I/IS.2/A440-0B/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL MLEPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MW A DOPE REA OR AHJ, S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC FOR HOLLOW BLOO(AND GROUT FILLED BLOCK, DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FSC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SNAIL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. INSTALLATION ANCHORS SHALL BE INSTALLED W ACCORDANCE WITH ANCHOR IL GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANDANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF OSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C.90 WITH MINIMUM COMPRESSIVE STRENGTH OF Z000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TOASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2DD0 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSl. MINIMUM WALL THICKNESS OF 47.8 MIL (O.1H78' Or 18 GAUGE} MIN, In' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN, 1/2' EDGE DISTANCE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HOR=NTAL SECTIONS (NAIL FIN) 5 VERTICAL A HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL STILE CONFTG. DESIGN PRESSURE µissnE IMPACTRATINGWIDTHHE16HT 36' 114. 0/X 35 / -35 PSF NON IMPACT 38' 66' 0A 50 / -50 PSF NOW IMPACT 38' 74' O/X 50 / -50 PSF NON IMPACT 39' 7T O/X 35 / .35 PSF NON IMPACT 44' 62' O/X 50 / -50 PSI` NON IMPACT 4W 72' O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20 / -20 SF NON IMPACT 52' 72* O/X 25 / .25 PSF NON IMPACT 36' 113.77 0/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL) 20 / -20/SF NON IMPACT 72' 62" O/X-0/X 35 / -35 PSF NON IMPACT 72' 84' O/x_O/X 35 / -35 PSF NON IMPACT 76, 6Y O/X.O/X 50 / -50 PSF NON IMPACT 76' 7Z' O/X-O/X 50 / -50 PSF NON IMPACT 76, 7T O/X4/X 25 / -25 PSF NON IMPACT BO' 74' O/X-O/X 35 / -35 PSF NON IMPACT 96' 74- O/XA/X 30 / .30 PSF NON IMPACT L0W 62' O/X-C/X-O/X 50/'50 PSF NON IMPACT 308' 72' O/X-O/X-O/X 50 / .50 PSF NON IMPACT 108' 54' O/X-O/X-O/X 25 / -25 PSF NON IMPACT 04UVY Wood 6y Ho F. hl 4 o. P.E H°m°" I approwq Dua dommma FL#: FL19715Dab: 2017.06.15 16:11 za 44W SilverLine f arindersen ig741 W{ SMVDLA{ aR1VE NO" &" wNOL NJ IN9m. Li o V y n O •": yQ 5p4" Lu F ul uj mot d W Gm w 4r M a r v C o mod',. y.` j\ 1\/ •' w 4L N m Z LLJ 0 O CI V VI DW6 #. SWD0.02 SHEET: 1 OF 6 MAX HEI6 MAX FRAM HEIGHT 9E MAX FRAME WIDTH 4W ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' e E . Cr "0, S F 5 4 7 9>AME IT 74" x •x A D 4 s ELEVATION TWIN SINGLE HUNG WINDOW PC QUALIFIED CONFIGURATIONS ARCHTOD CONFIGURATIONS FOR ALL MO14302 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 7MZ49M RATINGS, TWIN UNIT CONFIGURATIONS MAX FR, HEIGHT t MAX FRAN HEIGHT 94 MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH 108• - TRVIE SINGLE HUNG WINDOW Silver Line t ),Art jersv-n I Dora e•• 0"E suVmD( waw NmTH &wNswIm w am M O eA 6 oc( _= u2 o p u % DWG m SWD002 SHEET: 2 OF 6 2- MAX. FROM CORNERS 11' MAX- O.C. u•MAx O.C. 2• MAX FROM CORNERS M7% Ar . K' 1RSI] AT DP W PSf SMALLF,3A".A[D5" Oc T HEAD, ]AW. A!m SIIL ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6' MAX 2• MAX FROM 4 vMAX CORNERS O.C. 4 1/2' 0. 4 2• MAX. FROM CORNERS FROM 20' MAX CORNERS O.C. 6' MAX FROM CORNERS20' MAX O. C. L L 6• MAX FROM CORNERS T ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 16 v2' MAX O. C. L 6• MAX. j FROMCORNERS 4 1/2' MAX. r O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 12 3 MAX O. O.G 1• MAX FROM -- j — 6' CORNERS II O.C. 6• M 0. 1 1` MAX FROM CORNERS 6• MAX FROM CORNERS16 1/ 6- P/ N 50-2"5-2 FROM SEE SHEET 5 FOR DETAA.5 CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SWGLE HUNG WINDOW I I --- O. C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Y MAX. O. C. minim- A Y ANCHOR STRAP P/ N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine b Andersen oNe YN,PtS'MfW5 11DfavEND.TM O. N! a•JD2 M ( 7]h 435-MM p um r 3 Zb L g7 Zm n= xxZ w "j N < C m C 2 Sn J y p r O w 0 0 aT0 O G u mo Lij o F d•.." 1`..•= 'fie F IIIILIt rn > N m J Y W < pCAv2N 2 bDW6 #: SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN , CONCRETE/ MASONRY 6 ZX ,... a • . WOOD BUCK BY OTHERS , '6 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS3/8' MIIN 8 WOOD SCREW . EDGE DIST. INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS 1/4' MAX. PERIMETER / \ MAX. SHIM SPACE SEALANT l SHIM SHIM SPACE O.A. UNIT BY OTHERS SASH REliNItENTG HEIGHT EXTERIOR INTERIOR SEE SHEET6 FOR RECZUIREMENTS SEE GLwIDNG1DETAILSHEET6 SEE GLAZING DETAIL. SHEET 6 INTERIOR 1 O.A. UNIT HEIGHT B'\ VERTICAL SECTION 4J HEAD -2XWOOD SUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR TT INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH_ 8Y OTHERS 8 WOOD SCREW INSTALLATION ANCHOR WOOD BUCK BY OTHERS SEE 5HEET6 FOR - CONNECTION DETAILS CAULK BETWEEN NC RETE/ MASONRY 6 ZX WOOD BUCK BY OTTERS EXTERIOR O. A. UNIT WIDTH MIN. 3/8'EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE US GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1- C" HORIZONTAL SECTION 1 JAMB • METAL STUO 1/4' MAX NAIL FIN E SHIM SPACE 3/ 8' MIN, , EDGE DIST. q p• O L . ' CONCRETE/ MASONRY 11/ r MIN.BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SUL-ZXWOODBUCK LFW Silverline bAndersen 9171 oe. ra. aaou OW = vEmm* move Non & wwwrcx w ors r frul arwoo z^ 00 0+ yLu z=l j2W G m a L cz F' y 43 e a, 0 i n G . c Z c L v m c O W w 0 o 0 W m m 2 N N x 2 u 2 GOpvhDWG#; SWD002 SHEET: 4 OF 6 10 WOOD SCREW 3/4• MIN. INSTALLATION ANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERSCONCRETE/ MASONRY E SFOR BYOTHERSHEET6V4' MAX + ,' •. CONNECTION DETAILS SHIM SPACE CAULKBETWEEN ° ° SASH REINFORCING BY OTHERS R CONCRETES ....... . a SEE SHEET 6 FOR REQUIREMENTS BYOTHERS ':.'.'. SEE GLAZING, 1 v2' MIN. DETAIL SHEET 6 EXTERIOR FINISH .. ... EMBEDMENT BY OTHERS I INTERIOR 1 PERIMETER SEALANT_ f 1/4' MAX BY OTHERS / SHIM SPACE 1 O. A. EXTERIOR 1 / INTERIOR UNIT HEIGHT 1 SEE GLAM46 DETAIL. SKEET rE" VERTICAL SECTION J HEAD -2XWOOD BUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 IEXTERIOR O. A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS EXTERIOR MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. v2' EDGE DISTANCE 410 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS CIA UNIT WIDTH QF _ HORIZONTAL SECTION 5 JAMB -METAL TUBE/STUDW ORAPPROVEDMUONTHROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA. INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620 1 ( P/N 50-2995-2)' DETAIL AT 1 RIGHT FOR INSTAL_ REQ. v4• mMAX.F SHIM SPACE EXTERIOR FINISH \ 0 BY OTHERS ° •• 1 v4• MIN. c EMBEDMENT PRECAST SILL e BY OTHERS 3/ 16ITW TAPCON ° INSTALLATION ANCHOR n 1.3/ 4' MZC ° EDGE DISTANCE p VERTICAL SECTION 5 SlLL- CONCRETE/MASONRY THROUGH FRAME 2.3750 J(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRE' E/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN 1-1/4' EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 6R. 5. PER 5TRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/ 2' EMBEDMENT, MIN, 1" EDGE DISTANCE. SilverLine t. AnClersen e civa. oeo a onE nvEi¢ n E u ivE none uua; wui w m°t PK Cr5n 4nIm0 um n 3 ~'I g zag^ o x In Wb Z'mi h < VWj V c° 2 w agz w mGZa c x mz In aZ a DWG #: SWD002 SHEET. 5 OF 6 INTERIOR INTERIOR . SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETUmG SIRE 6 IWERMEDMTE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING sIzE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE -/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-0/X-OM, DESIGN PRESSURE •/-50 PSF J E: - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SiLE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCIN6 IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/. 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/8• O.A. I.6. GLASS EXTERIOR / INTERIOR o j MIN. GLASS BITEr1/2• 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4" IT W TAPCON ANCHOR 4- FROM CORNERS 16" MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS II/4MIN. EMBEDMENT 1 L/2' MIN, EDGE Z' MIN. EDGE DISTANCE DISTANCE C ONCREIF/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silver[ ine 6) Alttitysm g7V i..... ..•.• CK- 4VO41d o" NWTH Saw;wim N a9w nt ( PA usnm 3oc a v 7 IWn x Z WzO N m < a idC o -'.zc# LL °N uj x tu ` J a y * Yt`-• to N 3 = 2 0 uzo v v6 #: SWD002 IEET: L OF 6 s 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' Z . -•• . p0 7 _ v T T C = F •'• GNP Hermes'Fl.MiWo, P.E. Florida No. 73778 BUILDING DROPS 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 6th 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 6th 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: 06/14/2017ReportNo: 4875 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 0 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 it Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 RegulationBusiness & Professional r TE BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search db a r 4US Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aooilcatlon List > Application Detail OFFICE OF THE FL # FL13192-RS SECRETARY 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. 2S0 Mission Viejo, CA 92691 909) 349-2927 pingsheng. zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng. zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida license PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RI0-2692B-17 ASTM C1186 eouivalency.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 RS II CemPlank-Installation.odf FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS II NOA 17-0406.06. Lif Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathlno.Ddf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.2 HardlePlank 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.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 RS II HardiePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 1I NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathinn.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 113192.3 1 HardleShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 1 HardleShingle Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192. RS II Hardie5hingle-Installation.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.ndf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame. Ddf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding Flber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing,odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.gdfDesignPressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 II Prevall-Lao-Siding--Installation.odf Verified By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.adf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.Ddf RSFL13192 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public Tb determine if you are a licensee under Chapter 455, F.S., please didc here . Product Approval Accepts: 2--_ Credit Card Safe Florida Product Approval PrevailTm Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL j MULTIFAMILY SIDING 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: 0 CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturatedg9 may result in shrinkage at butt tanks on edge. joints. Carry P g • Protect edges and comers from breakage. The manufacturer is notbreakage. for damageu caused bresponsibley OUTDOORS ht station so that wind w111 bbw dust away from user1. Positionr others In worldng area. 2. Use one of the following methods: a. Best: i. score and snap 11. Shears (manual, aloft or pneumatic) b. Better: I. Dust reducing drarlarsaw aqulpppped with a HardebladeTusaw blade and HEPAvacuum extraction c. Good' 1. Dust reducing drcular saw with a Hardleblade saw blade only use for low to moderate cutting) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatk). 2. Position cutting station In well-ven®ated area NEVER use a pow saw Indoors NEVER use a droolar saw blade that does not carry the Hardieblade saw blade trademark NEVER dry sweep- Use wet suppression or HEPA Vacuum improper storage and handling of the g product. ImportantNola: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using'Best'4evel cutting methods where feasible. NIOSHapproved respirators can be used in conjunction with above artling practices to further reduce dust exposures. Addilronal exposure Information is avaflet le at www.prevsilsiding. 00m to help you determine the most appropriate ng method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified Industrial hygienist or contact the Manufacturer for leather information so010105 GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevatiT" lap siding can also be installed over foam insulation/sheathing up to 1' thick When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails ( fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install PrevailTM products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1" - 2' clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4,5 & 6). Maintain a 1/ 4' clearance between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure Ft 1 DoubleWall Single Wall trim (fig.6). g Construction Construction Install kickout flashing at roof -wall Junctions (fig. 9). water-resistnre barrier let -In bray Adjacent finished grade must slope away from the building In accordance with local Iywood or 24' o.c, max. building codes - typically a minimum of 6' in the first 10'. o B sheathing Do not install Prevailr" 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 PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found to the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www. JamesHardie.com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Rnlsh, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water - resistive barrier tint flashing" y gg N.- plankedge °0 crater -resistive g o barrier tnstag planks mmoderate contact 9'een=surel fastenera1 1l4' starter ship to a consLslenI plank angle o Install factory finished edges together at butt joints. leave appropriate gap between planks and trim, then caulk"' As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SR1CA DUST Prevail"' products contain respirable crystalline silica, which is (mown to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable sllca dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. Dun'ng in or handling: 1) work In outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardiebladel saw blade and dust- redudng circular saw at shed to a HEPA vacuum; () warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer Instructions to further limit respirable sgica exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our Installation instructions and Material Safety Data Sheet available at www.prevallsiding.corn or by calling 1-877-236.7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mom PR1007-P114 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 stud water -resistive barrier _ concrete Vantagem lap siding Maintain a 1/4" clearance between the bottom of Prevail'*' products and horizontal flashing. Do not caulk gap. Figure 7 sldng Do not 114' gap sldln! Caulk i gashing Maintain a 1" - 2" clearance between PrevailTM 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 Prevailrm products and'decking material. Figure 5 siding water resistive banter deck material 1' - 2• lost gashing ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 6 Figure 9 KICKOUT FLASHING Stop <•,, ' ` Because of the volume of water that tan pour r a. ` down a sloped roof, one of the most critical flashing details occurs where a roof intersects weir-adner+rrg a sidewall. The roof must be flashed with eaves mb.ne step flashing. Where the roof terminates, ti ut install a kickout to deflect water away from the siding. D°* It is best to install a self -adhering membrane on the wall before the subfascia and tdrn boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing# To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" J O.C. max. stud 24" Figure 10 Figure 11 1 1/4" min. O.C. max. overlap water -resistive O.C. overlap IbarrieroforBothFacei i and Blind Nailing blind nail i 3/4'-1' i o i o min. 1 1/4" face Hall 0 overtap r I r I I i i r water -resistive water resistive barrier 1 1/4" min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. 3 The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jloonline.com. Also see General Fastening Requirements. P2/4 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailT" products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment an the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where, Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no airspace). (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 & add nail do not under DO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. compying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING Number of 12' planks, does not include COVERAGE AREA LESS OPENINGS SQ 1 so = too sq.fl.) 1 GUIDE waste 5114 exposure) 4 Please call 877-236-7526, option 1 for local availability) PREVAIL" LAP SIDING WIDTH 6114 71M 71/2 8 81/4 9114 5 6 61/4 6 3/4 7 8 9112 8114 12 10 314 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 lao 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for.over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 Intemational Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P3/4 7110 South 2010 JHTL All rights Installation Information, ghts reserved. TM, SM, and ®denote Warranties, and Warnings are available at PREVAILtrademarksorregisteredtrademarksofJHTL. www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P4l4 7110 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Fbl a Y l Product Approval 11[ I 1 j USER: Public User Product Approval Menu > Product or Apolication Search > Application Lis[ > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O 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 D 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 O Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit. Aluminum soffit panels' Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 fi ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.odf Verified By: Zachary R. Priest PE-74021, Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes' Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for offlclal communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here_ Product Approval Accepts: 1 'cE Credit Card Safe hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2AMA for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. SPRY ••R.. QG•',CENs c'S ' J, 10 No 74021 CC 0..• STATE OF : T 4 P •• 0' i C iS . O R 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 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 — 8-inch o.c. Fastener Location l Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced inch 0.072- inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap p headdia. 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 inch1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch oand securing each c. finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail 25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga 1/4-inch crown x One (1) min 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple 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- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) 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. ALC 15001.3 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. shank nail x 0.072-inch diameter 12-inch o c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18a1/4. gOne ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC 15001.3 FL12194-R6 5of8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 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. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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. p- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 g1-inch a.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12 F-3 Min. 3/8" head dia. nail with min. IX" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Conc+- — or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n'°' ` SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' x t/a' DETAILElCROWNSTAPLES USING A DIAMONDJ yr t` STAPLES i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4" X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL 8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPIININSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4' X 1/4" DOWN CROWN STAPLE SOFFTT-max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC 15001.3 FL12194-R6 2of12 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 TN`, SOFFIT STAPLE olsT sW' 1 , DIAMOND PATTERN 1 I DETAILuFACIABOARD 1 LC ETVEEN/ STMI..ES / 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 rJ—CHANNEL 3/4' X 1/4' CROWN 1-3/4' TRIM NAIL FACIA BOARD 1-3/4' TRIM NAIL STAPLE V ON CENTER PAINTED S.S. screwed to aoffit with one(1) #8 x PAINTED S.S. 48' FASCIA CAP 1 / 2 "x 3/8" head O.C. diameter screw, 3/4" X 1/4" 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span SOF'M WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAILFASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1'rj' CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 6A S/B' 1-Nr;d 16F-1 SOFFIT &FASCIA 816E-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16- SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1;4" engagemenc(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagertienc(for concrete or block subscrace), 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 nK-NIM `, SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4' DIAMOND PATTERN I DETAILLV CROWN STAPLES r KTV@I/ USING A DIAMOND ` srAw.rs PATTERN FACIA BOARD \ FASCIA CAP 16F-4 3/4" X 1/4" CROWN FACIA BOARD 8" 1-3/JMLSTAPLEONCENTER 1-3/4" TRIM NAIL PAINTINSCHANNELCANEPAINTEDS.S. 48" INSTALLI=O GIPWITHTHEOCFASCIA NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD SOFFI SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I-,4- CROWN STAPLE OPEN RAFTER FASCIA BOARD I't}" CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER \ oo TO SOFFIT t FASCIA DETAIL g F' CHANNEL 3/e SOFFIT: MAX. 16- _ I SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 olST DIAMOND PATTERN I I DETAILC131VFACIABOARDBETSi STAPLES / 3/4' X 1/4' CROWN STAPLE '24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWNFACIA 8" BOARD 1NEL1-3/4' TRIM NAIL STAPLE ON CENTER PPAINTEDS.S. 48' O.C. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFrT—max. 16-inch span SOI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. 1'14- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO I'a2' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA \ DETAIL / 8 Nominal 1'a2' SYP Batten Anchored to SOFFIT; MAX. 24' I 3/BlF-CHANNEL Rafters with one 10 Ring Shank Nail at every Ratter WOOD SUBSTRATE \ / 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' TRIM NAIL FASCIA BOARD PAINTED S.S. I1A' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT Pr!' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1'a1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1'Y SYP Batten Anchored to SOFFIT; MAX, 24' F-CHANNEL Rafters with one ld Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 }' TRIM NAIL FASCIA BOARD 14GA i' T•NAILS PAINTED S.S. FASCIA CAP SOFFIT 1'.j' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'a4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL ominal 1'x2* SYP F-CHANNEL Baffen Anchored to SOFFIT; MAX. 24' Rafters viIh an* Td Ring Shank Nail at every Rafter MASONRY ALC 15001.3 FL12194-R6 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 J' TRIM NA0. FASCIA BOARD PAINTED S.S. I'.}- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN, REFER To CANTILEVERED I'cj' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 1 ' TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & I'.' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA oo DETAIL1. Nominal I' x Z' SVP battens B \ xcetl niters and SOFFIT; MAX. 24' I 3/8'1 1-CHANNEL secured withdh oneone (1) 7d ring I hank hall sVifphl•niBetl through the rafter Into the end WOOD SUBSTRATE of the batten or two (2) 70 \ / ring :)rank nails toe -nailed on / either side of the battern at the batteNrafter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fzzla ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure IS Building Type Zone Mean R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 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 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 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 Enclosed 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR hffft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 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 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 1 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — r 1/8" HEM 15/8" i T7 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8„ 1/8" HEM 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 2S TYP 0.125 T'P 18' BLANK 3 / 8 PROFILE 2.125 REF 00000 oao 00000 000 00000 a000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8' 1 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" j 21/r 3/8- 0 2S TYP GA W TVP 13.75" BLANK 3/8" PROFILE 2.i?S';MF ooaoo 0000 a0000 0000 oaooa 000a ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 EVALUATION REPORT Manufacturer: Manufacturing Quality Assurance SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. P,'•',\C•E•NS c'd''' No 74021 STATE OF O R 1 . •' ` O N A' E %. 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 11- Fastener Fastener Location 11.,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) 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 t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each paanelnel llapp 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 48 16 inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. 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- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple 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- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern 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 psi 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 ga1/4- 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 a legstaplespaced8- finishing nail with min. 80/-90 diamond pattern inch x ring One ( 1) min. 1.75-inch inch o. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-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. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0. 072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 psD Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga . anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3/9" head dia. nail with min. 154" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 SOFFIT STAPLESOFFIT OPEN RAFTER 3/4' X 1/4' i DIAMOND PATTERN D ETAI LLlr CROWN STAPLES USING A DIAMOND BcrvCENj sr cs ` PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWNJTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1-3/4' TRIM NAIL PT'F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED FASCIA CAPWITHTHEO.C. NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— • 12-inch span WOOD SO 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3 /r KTW 1 SOFFIT STAPLE GIST I ES DIAMOND I D ETAI L% L3.19' PATTERN FACIA BOARD ( BETWEENSTAPLES / 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soCEic with one(1) N8 x PAINTED S.S. 48' FASCIA CAP 1/2' x 3/8" head diameter screw, O.C. 3/4' x 1/4' 16" o.c. CROWN STAPLE SOFFrT—max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1'4" CROWN STAPLE OPEN RAFTER FASCIA BOARD N fi1 S/B' i-NLE 16F 1 SOFFIT & FASCIA 16F-5 DETAIL f ASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 1„" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S ,,, . 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 7°'sr°E°i `, SOFFIT STAPLE OPEN RAFTER PLES 3/4• x t/a• I DIAMOND PATTERN I ;DETAILL(r CROWN STAPLES ` USING A DIAMOND -+! EtvEaI STAPLESi PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4• CROWNJTRIMMLFACIA BOARD 8. 1 STAPLE ON CENTER 1-3/4• TRIM NAIL P• F' CHANNEL CAW BE PAINTED S.S. 48• INSTALLED CAPWITHTHEO.C. FASCIA NAIUNG FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFTT—• 16-inch span WOOD SO SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1CROWN STAPLE OPEN RAFTER FASCIA BOARD 1' x{" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F- 2 & PATTERN; REFER TO SOFFIT STAPLE 16F- 6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT t FASCIA F' CHANNEL DETAIL 3/ 8 SOFFIT; MAX. 16' I SPANW SUBSTRATE t / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 7of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No 16J-1 Installation Detail 3/4' X 1/4" CROWN STAPLE "24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL) PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B n„r%4XM SOFFIT STAPLE DIAMOND PATTERN 1 DETAIL FACIA BOARD 1, ve' KTVEENSTAKZSi i ASCIA CAP 3/4- X 1 /4- CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L 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 I t' TRIM NAIL FASCU BOARD PAINTED S.S. I'a}' CROWN - FASCIA CAP STAPLES SOFFIT _ USING A DIAMOND PATTERN; REFER TO I'' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-18 24F-4 I-,d' CROWN STAPLE - FASCIA UP; REFER TO SOFFIT i FASCIA \ DETAIL / Nominal 1'a2' SYP 1 Batten Anchored to SOFFIT; MAX. 24' I I I 3 81F-CHANNEL Rafters with one ld Ring Shank Nail at WOOD 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 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 I- TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT I-.l- CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-4- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT L FASCIA OETAII Nominal 1'.2- SYP Batten Anchored to SOFFIT: MAX. 24- F-CHANNEL Rafter with one 7d Ring Shank Nail at every Ratter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I?' TRIM NAIL FASCIA BOARD I1.GA i' T-NAILS PAINTED S.S. FASCIA CAP SOFFIT I'rj- CROWN STAPLE I I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIAA24F-3 8 DETAIL 24 F-6 I'ej' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal I'a2' SYP F-CMANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters with one ld Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. I',J- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED I'cf' CROWN STAPLE SOFFIT STAPLE - DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD SOFFIT & FASCIA I f' TRIM NAIL PAINTED S.S. DETAIL 24J-1 & t-.j' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA OE1AIL / \ Nominal I' x 2' SVP battens 8 1 scabbed between 1) 7d ring SOFFIT; MAX. 26' 3/8 1-CHANNEL secured with one (1(7d ring shank nail straight -nailed through the rafter Into the end WOOD SUBSTRATE of the batten ortwo (2)7d \ / ring thank nails toe-rueed on / either aide of the ballern at the — batterVrafter intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vint 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 HeRotofft Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 Enclosed 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 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 5 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 hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 4 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1. 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 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 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Enclosed 4 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) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 D Building Type Zone Mean HeR Mfft 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 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 4 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 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 F650 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 0 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — r 1/8" HEM 15/8" T7 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 51G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ICnMFTRIr vIFW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25-TYP 0.IS TYP 18* BLANK 3 / 8 PROFILE 21 TY TIFF a0000 ooao 00000 0000 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 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" 3/4" 0 25' 7VP 0.12V 7VP 13.75" BLANK 3/8" PROFILE 2.175 REF 0000a 000a 0000a 0000 000ao 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online c oa o ova o Business 8 Professional R egulat ion BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear Polida I' ,q Product Approval IUSER: Public User A K: ly` , Product Aooroval Menu > Product or Application Search > Application List > Application Detail 0CyiI= d 6..= FL * FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 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 II Product Approval Method Method 1 Option D file:///C,/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%2OCode%200nline.html 1/2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen! under Chapter 455, F.S., please click here_. Product Approval Accepts: c- file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTPuNITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 614320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M.Nieminen P.E. 01 Florida Registration No. 59166, Florida DCA ANE1983 s i'ai ;;` . J/inn,irrs The facsimile seal appearing was authorized by Robert Nieminen, P E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither 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. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 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 Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20r", XTT" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark*" TL, Landmark TM Solaris and LandmarkT" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate TM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeT", Presidential Shake'" IR, Presidential Shake TLT" and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT", Highland Slater" and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge TM, Shadow Ridge TM, Cedar CreStTM, Cedar CrestT" 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V,,,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„It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris—) exceeds the calculated uplift force (FT) at a maximum design wind speed of V,sd = 150 mph (V„I, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate oJAuthoriration #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 Q0TRINrry I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1SO7.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.S. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 W" fir . _ ;. ?r ..a. yN.. - , , ., CT20" XTp,25";. XT,TM 30; XT"? 30 I R. In, —, , LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm) (305 mm) Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 1" (25 mm) Sealant 1" (25 mm-) 7ype 11 is suggested. 5 5/e" (145 mm) 51&-lot omood p1barg METRIC 6 131/e" — 131/e" —. 131/8" 1"(25mm) 1"(25mm) ( slant IN' Figure 11-3: Usofour nadsfor av7frdl shin& Rooling Cement Apply 1" (25 mm) spots of asphalt roofing cement under each lab corner. Figure 114- Uso four nails and sir spots ofaspbau amierrt on steep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20•M, Xrm 25, Xrm 30, )(T" 30 IR: Cut Shingles ill25rnm) I I+ I 2" (50 mm) rRemove r M1eShCi',Pg1e fl _ _ _ Capm) Shingle Figure 11-14. Cut tabs, Then him back to make cap sbingles Engllsb dimensions sboum). 12'(305 Mal) 5—,— 125 rnm) Sdes ml fit\man Figure 11-15. Inslal/alion of caps along The bips and ridges. 6.4.1.1 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, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthori:ation #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-SB47 Revision 13: 09/05/2017 Page 4 of 12 QOTRINITYIERD 6.5 ARCADIAer". 't r 1 ' LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for ever}, fill shingle located as shown below. Use SIX nails and POUR spots of asphalt roofing cement for eery full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting AST%f D 4586 71pe II is suggested. t' (25 mm) t' (25 mm) — NaII Lira Nad Nail Line t• (25 min) t' (25 mm) +- Figure 2: Use si.v nails for evert• fill shingle. Figure 3: Use six nails and four spots of asplxilt roofing centent on sleep slopes. 6.5.1 Hip & Ridge for Arcadia'": Cedar CreStTM, Cedar CreStTM IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y,-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® NP1T"" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 12' r 3 mm) (305 mm) 940 Hand -sealing adhesive 4" 114" --,Ili 1 3/4" I 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authoriration#9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 QOTRINITYIERD c.4® 1OR 13,ELFMONT® tIR_ swti #; AEI(°,3 .e-;• ef'dy c6.6MONTezw,.- ), pnZp, J a rMx+,%i acvss; a ., .w'` !` .i;t. - .r.:. r.G@: :. ` • :AF ai':.y ,.tr , Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of 6.6. 1 6.6. 1.1 6.6. 1.2 6.6. 1.3 5G, 06 MM) Use FIVE nails for every full Belmont shingle, located as shown below. 0 P p141A 040,04, oAddilioml mile if required. 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. r t' ( 25 rrrrd W.g C .-ic, Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmontm, refer to instructions herein for Cedar Crest•" or Cedar CreStTM IR hip and ridge shingles. For Belmontm III, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles. Option 2: For Belmontm: Shangle® Ridge Figure 17- 18: Sbangle" Ridge. 18' Exposure Rmo ve ov e tapefromthe right side g•` I and fasten SECOND Fasten the f left side85/ 8- RIGHT FIRST I LEFT Figure 17-19: Installation ojShangle® Ridge shingles on hips and ridges. 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, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 QOTRINITYIERD 6.7 ' r. '.:...? ,: • w - ' "`t' 4." 'u'.: • ' 3sw' - CRRIAGE. HOUSESHANGLE AD,GRfANU M ANOR $HANG LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use five nails for every fitll Shangle. full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage house Shangle and Centennial 11$!—(25 mm) i— 5/8" 16 mm) IL late. Apply asphalt roofing cemem I (h min) from edge of shingle Figure /7-5). Asphalt roofing cement meeting ASTM D458611pe II w1 is suggested. 8 5/8" i Figure /7-4: Use fire naUs for mM full Grand Alanor Sbangle, Carriage (louse Mangle. or Centennial.Slata j i -1251rrvn) 5 16L) I 1' 21 mm) 12" 38 min) or Ins 25 mm) 8 Figure. /7-5: 17brn installing Grand Manor Sbangles on steep slopes, use sewn nails and lbme spot ofaspbalt roofing cement. 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 r.ulk,: k, 6+ii. i '.. .x 1 y it i GlirfliR+ M9S. +:2. L"I . ., I f. (:'n.r' l .'JA"3 k "' - TM TM U TM TM TM 1 TN LANDiNMAR,tK' .,rL'ylA N•DMARKsr IR;;LANe Dt^MAaR,K...r PRO; LANDMARKS PREMIUM; L/1 NUMARK4, ;TLC; L.ANDMARKf ' G ti R.''"l! f' ' .iilfi.•'i""J4•AY:1t :7^l'(• i," 'f 7' ' ` - ' ^" #'%' S01.Affls LANDMARK!-, SOIARN IR; NORTHGA E- ` LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm) --(375 mm)-- —(305 mm)--{ i Ir-1" (25 mm) Release Tape ' 1" (25 mm)-yl Ilk" Nailabler Area LANDMARK TL NorthGate: 131/2" 13" 131/2" I—(343 mm)-- (330 mm)- —(343 mm)-r 1 -1" (25 mm) 1" (25 mm)--I Figure /3.4: Use four nails for erep' frill shingle. WIDE UNG 12' 14 314' 12' AREA I-*- (305 mm) — J — (375 mm) —I— (305 mm) Uppef nal Ino 1' 251' ( 25 rem) il.m mad Ino Raiing areas for low and standard copes (from 2:12 to 21:12) Nal between upper 6 buer Ines as shown above. Exterior Research and Design, U.C. Certificate oJAuthorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See belo%v. Asphalt roofing cement should meet ASTNt D4586 *type II. Apply I' spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 1-1113 mm) 1K'ifLSlil1SL 1"(25 mm) Nail Area For Steep I"-- 25 mm) — — — — 143/4" —12 375 mm) (305 mm) lease TaD a 1"(25 mm) —i r--1" 25 mm'. Roofing Cement TTRINITY I ERD LANDMARK TL r( 131/2" 343 mm) 13" 330 mm) 131/2" 343 mm) 1 "(25 mm) I 1 "(25 mm)--.,, I M%M= 00 Figure 13-5: Use six nails and fora spots of asphalt roofing cement on steep slopes NorthGate: STEEP 12' 14-3/4" 12" Nailing areas for steep slopes (greater than 21:12) and "Ston"ailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'". Landmark" IR, Landmark'" Pro, LandmarkTM Premium, Landmark•" TL, Landmark'" Solaris, Landmark TM Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge" or NothGate Accessory 12' 97/8' 305mm) (250mm) G 6' 415/16 415/16' 150mm) (150mm) ( 125mm) 1 (125mm) Notch for Centering 12' i 131/4' 305mm) Notches for Alignment to 337mm) 1'm)( 125)Eposurem edgeofthePevous English Dimension Metric Dimension Shadow Ridge— Shadow Ridge- 7 75/8' 196mm) Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthori:ation p9S03 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27t3Z 250 mm) 415/16' (125 mm) centering Notch 13 1/4' j337mnt) Align these / notches to top edge of previous course NorthGate Ridge T 7 511f 194 mm) L 5, (125mm) QOTRINITYIERD 13 1!8" 333 mm)—s 6 518"-I-6 5/8'- 1_ ( 168 mm)I 168 mm 1 ' Centering 131l4' Notch 337 mm) -\ Align these 7FW8' notches to top (194 mm) edge of previous course. NorthGate Accessory 305mn'' Laying Notch I I I I Figure 13-20.• Use laying noicbes to center sbingles on bips and ridges, and to locate the conwi exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest•" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authori:ation#9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 9 of 12 QOTRINITYIERD I'•;*4:''S',:1,+'7F%I„yi:, v'.. - ip4lrlGL7..ii'•.r ' r4.r`: nl ii'i"}'.""''•.k4•i...:i'?YaYti' ,"},.-•,a.::, . ._. 6.9 PRESIDa ENTIAxI!$HAKE "'; FRESIDENTIAL$HAKE'.'":IR; PRES DENTIALwSHAK TLT"'rtPRE51DENTIALSOLA- LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Nailing 1. 40' above tab cutouts maldng certain tabs of overlying shingle cover nails, Guide Unes (1016 mm) 5 1 /4' — 133 mm) • • . . 14 1/4' 1 1/2' 38 mm) (362 mm) I NOTE: Apply nails on painted guideline. Figure 16-6. Fastening Presldendal and Presidentw/ TL Sbn,he sbingles on low and stmrdard slope.& 1 T V diameter asphalt roofing cement t Figure 16-T Fastening Presidenlial and Pteskkni! l T/L Sbate sbfngks on steep s/opes. 6.9.1 Hip & Ridge for Presidential Shake' Presidential Shake'" IR, Presidential Shake TL'm, Presidential Solaris' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in 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 NP3' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest•", Cedar Crest'm IR hip and ridge shingles. 6.10 k t frlr• } 6. Y•. , ';: , ; ' a. , .•a.' ow-, t•• r.:4 ' . •.. - is ' 9.. HATTERAS'"" a• f _sj,. n f.t.vn;u+o., .iF•. :',':-S ..•, ' .r'.:dtr7y ;,fit' ' k'e. •_ IOW, STANDARD AND STEEP SLOPE: M-- 9 g•— -g— I (230 mm) (230 mm) (230 mm) (230 mm) 9 — —9., 9" 9. _ I (230 mm) T( 230 mm) r 0 mm) T( 230 mm) i I t 25 mm)) r_(251 mm)L -= i 5'mrn)-- :Jlr. T.n.lin .. 943/8" 1 1 1 Roofing eemenl I I I i Fignm 1S• 1: i'asleainj llallems.1'blaales ai .4erp.Vopes For steep slopes, use G%e nails and eight spas of asphalt roofing Fignm 15-3: Msleni ig 11011eras Shingles on cement for each full Hatteras shingle as shown abom. Apply I' Lott, and Standard.Vopes (25mm) diameter sixes of noollng cement (AJTN 0 4586 T)pe II For low and st.'mtkird slopes, use fie nails for each hill suggested) under cacb tab corner. Press shingle Into place: do not la teras shingle as shown abae. mpose cement. MMON: Too much roofing cement can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorkation p9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure I5-14. 18 tbree piece rants separate to make 54 HatterasAxessory sbingtes 6.10.1.2 Option 2: Cut Hatteras Shingles 9,r— 230 mm) I I f J Fag\ems I I 13"'18" (460 mm) '1 eon` I--- 18" {203mm) _ry 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle l2 m Figure 15-20. Cut Hatteras sbingles to make cover cap. Figure I5-21: Installation of caps along bips and rid a 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP111" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND.;-... .• ay. , . .r, jr.::: :,r i. .ia #i a r . • ' an . SLATE' , HIGHLAND SLATEZe IR.-.,'s r trt LOW AND STANDARD SLOPE: STEEP SLOPE: r r r r Use FIAT nails and RIGHT spots of asphalt roofing cement* for each ti..i Weml trnmt t ml full Highland Slate shingle. For DUaml-Dade, SIX nails are required. Apply I' diameter spots of asphalt rooting cement under each tab ne',;,,,,_..I comer. Asphalt roofing cement meeting ASTAI D4586 Type 0 is suggested. Mr M0,1 Dad, re,01" st%rib (Avo cob t' (25 mm) irutelled ow center M&W Me aam). M=n Dede repures six null (t- nil indated over center 6 t•d 6 ft4 1} Figure 11-3: Use RVE nails for every Highland Stare shingle. Figure ll -$i Use MT nails mid eigbt spots of aspball roofing cenunt under each lab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'". Highland Slate TM IR: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certiflcate ofAuthoriration #9503 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 QOTRINITYIERD 6.12 PATRIOTr"": F .., r., 4i rr^rrN,w /ae-",x, .,*j ' *': ^a. ., 1$ r.'1A LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shown below. 1 Sealant Crl/b' ` F'(25 mm) 1' (25 w7 156 mm) I 13.11d' + 13.1i8' +f+ 13-Vd' +j333mom) (333trm) (333m7Q Use FOUR nails and four spots of asphalt roofing cement for men, full shingle as shown below. Asph:dt roofing cement meeting ,1 m D4580 Type 11 is suggested. Apply I'('?> nun) spots of asphalt rading cctnent as shown. CAUTION: Excessive use of roofing cemc't11 can cause shingles to blister. 1156mm) •__ , 7 O T Rooting Cement I~ Gtk -) (M-) + (7 rrm —I 6.12.1 Hip & Ridge for Patriot•": Refer to instructions herein for Cedar CreStTM, Cedar CreStTM IR, Shadow Ridge'", NorthGate or Shangle RidgeT" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.2 / 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. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 611320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriratlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1 /2/1018 Florida Building Code Online 1 Re gulat,ien BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 9 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. dba fnProduct Approval USER: Public User Product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kern Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlaymen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code hfps:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezua6gOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ*/o3d%3d 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 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.g_df Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.p_df Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underayments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.ndf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.ndf 12328.5 1 No. 15 ASTM Limits of Use. Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pd Created by Indqpendent Third Party: Yes _ _ _ _ Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underayments final.Ddf Created by Independent Third Party: Yes https:ltwww.floridabuilding.org/pr/pr app_dtl.aspx?param=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, 6TH EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOV No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO®TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 61G20-3. REFERENCES Kn2ty Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6w Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G Pp Y R. , pR .,. Q•..•\C+•E•NSF•FS. No 74021 if — 33 ' STATE OF ' 41J' N % CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 oM TyL—„tn 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T„ EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC 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 manufacturers installation instructions, the FBC, and the fequirements 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 TAMKOO TW Underlayment shall be 40"F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35"17. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shln les Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKO® 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 YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt 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 TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers 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 61G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P(Y R. p *i i No 74021 3 STATE OF :4U CERTIFICATION OF INDEPENDENCE 2017.10.19 4 5- 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online Business 8i. Professional Reyulation BCIS Home l Log In l User Registration l Hot Topics l Submit Surcharge I Stats a Facts l Publications l FBC Staff l BCIS Site Map l Links l Sear d Florida4 Product Approval USER: Public User-7 a Product Approval Menu > Product or Application Search > Aoolicatlon List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity I Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL # Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2) 11730 Roof Louver j,Aluminum Roof Louver Limits of Use" Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes, Impact Resistant: N/A Design Pressure: N/A;_ Other: 1. Refer to applicable building codes for required_ ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model; 730,750,770 Roof Louvers shall _not be in_sta_lied o_n_roof _mean, heights_ greater than 33 feet.'' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1 770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.gd1 Quality Assurance - Contract Expiration Date 08/16/2021' - - Installation Instructions' _ FL3792 R10 II Lomanco 700 Series - NOA 16051028_4clf) Verified By: Miami -Dade BCCO - CER; Created by Independent Third Party:,' Evaluation Reports' __ _ _ _ FL3792 R10 AE Lomanco 700 Series NOA 16051028.pdf; Created by Independent Third Party: Yes,' Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.12dl 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.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Rdf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.E Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Baek, Nett The State of Florida Is an AA/EEO employer. Convriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMa 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.sov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED MA] NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Construction Materials Technologies APPROVED Test Identifier MDC-98&99 LOM-013-02-01 RRW A-001-02-01 Test Name Date TAS 100(A) 03/ 16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 0 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". i 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 L--------------- -------------- --------------------------- ----------- 00i 700 SERIES LOUVERED ROOF VENT QI- M[AMMDME CO=UNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES a 20,a-1 5,33. DETAIL B 750 SERIES LOUVERED ROOF VENT F NOA No.: 16-0510.2 Mmml-DADeco" Expiration Date: 08/16/2 Approval Date: 06/30/1 Page 6 of DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Mu t ti•ecout rTir Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C r I 16 _I)o 750-S SERIES LOUVERED ROOF VENT la 4,91 NOA No.: 16-0510.2 Expiration Date: 08/16/2 Approval Date: 06/30/1 Page 8 of j DETAIL D 15% 3 r 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE a° 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAb4E 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. A*A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMI-CADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum' of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M== 700 SERIES LOUVERED ROOF VENT M== 700 SERIES LOUVERED ROOF VENT t L DETAIL B I 1 &00 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 16 _GeC) 750-S SERIES LOWERED ROOF VENT 1 9 w NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j t DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i T. I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 %," 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'/d' 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 MAMI-aaoE CouNrr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B I r 16, U J_ OK" , 750 SERIES LOUVERED ROOF VENT js..11 .s NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT i 9; 4,' NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 1 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 BCIS Home Log In user Registration I Hot -rbplcs Submit Surcharge I Stats h Facts Publications FBC Staff I BQS Site Map Unks Search Florida y a Product Approval USER: Public User PP9<dLr-:: Itr.^.i-ILUµo Product Aooroval Menu > Product or Aoolicatlon Search > Application Us t > Application Detail FL # FL158-1110 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method CertlFlcatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST:CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parino cpariino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Llsting Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Year 2014 2016 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated Date Pending FBC Approval Date Approved Summary of Products' 11/14/2017 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.adf FL158 R10 II NOA 17-0821.19.odf Verifled By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0aclr Noxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85D-487-1824 The State of Florida Is an AA/EEO employer, Coovrloht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an 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 MIAMI•DADE 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 Waml, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) tivww.iniamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the might to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING. Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site 'at the request of the Building Official. This NOA revises NOA # 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. Maajkar, P.E., M.S. MIAMI ADE COUNTY ( NOA No. 17- 0821.18 Expiration Date: 09/ l.1/20I8 CCiJ Approval Date: 09/2V2017 Oq / Z g/ Zo f7 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] 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 specimens, per ASTME-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 4stenu'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., datedAlfarch 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. 1) 4-"-, 0 dL:: 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. FD461Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing 1Vo. 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 Plarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certi)ing compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resoao•ces (REP), E. MATERIAL, CERTIFICATIONS 1. None. Y4 &, z elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.18 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 I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory a77d Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of .Regulatory and Economic .Resources (REI). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C-1 Helmy A. Malcar, 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 4Rl97T;lG111 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'Er TYPE 'A'. ORE Lr r:A •r : :r, rr i c,arc,r va eaRL L7 ,, r , fly I 4— SOLIO LINTEL nATA TART F VIVA EwaEwa(QiC.ME CQ.''•SilElff gLll12Al5QflN GC1 l 31 2L j._l:1s1 7i iCCi rf:1l:7.iSl ; G i S[f312f?i717t' FiMilLlJli-Ma Cit• affA1LIl1LU—ljrJ mC Ltrxrrn a 6" PRECAST U-LINTEL DATA TABLE iiri fi,1 LSiJ II •_17li1•L—"[ v.] a actT uarra r vcTr..r[•m rc sr',ioa:arrzts r r;avm.vr crcro murrnrri.rsa v+;>R.nrac avao ra ru...+rarv r.,amraarra s Fair r7f•Ffl G r"iL{_7i'd[Si nzr?n i SSa RG90 rasanr•*nslar TT rQ.Rar^.rr r rrS r_m Fffi rtrz::..ur• ar•9r t- n roe'+rr s.rtaTr:+ma'r:L:a vo iFavrtl:i:?i iF177oEMIR[T'7rT'ir•> tre r[rt r rr nrvr:L:r,ravo rF sr..®uLT:Unrrr rnor[r+o Tim rRorCSTAtlI GODAIANM s —"l o 10 rM," FfKOYAL a IN l R COlY= tm AN GtWlm K IGlFWorJ9 a ORirINmm YRRom DIE MM `fMW MUM CAST-Q= us% I. GENERAL N07E5: L SGROOWA nm, r/Li VA ASN Ylcl ra. P. AIN n man 4. wm r ULM, S Aa IS = WRRI . a" !m eLtel 0 Am AM 6 OUMM 1 *TUMTW r. . a TO la AL L WOA\ M INCH L AVID Da TVUL KM= Or c¢rJrs IIm"=n A! WMW SDA •= rm Gal aIN W Do: Lmn=o uCq m mumm - No. or rIIulr WRDSS h . 3M FM r\1 A = LMWA SOOWJ . 4 Rul M SmUM= MU IA\ICADGS I MM L roVml UM VAL t Wr Ua CM UM to K MU 'MWM MeMe If OM UWW ArFM UMM r MML S nWM rSOL Gal M 1 I1• ' ^In , Y/.Y :7T:Filr Y YM1IJ T\\C'r T! f mil! )i;l!i. l j uia_S1Ll iN a1 SLirS F!.'-.•. cvr,r*g rr:rta._.s[se ves e"r tAo , flGYl7Gr\<1CI\\•S4Jlt1 I:7t.P.JlG11\vtt1::./11C1\Irl ia m iSil [7G[•L:9!L•t•[1:L'.' [L'c veti JC[:fgof arra Ir\r r nrnri:ara\.arrr`aFres \ Lnr'crrrrirtr. cdJCLY!!` F rlti:Jrn[21'miOA` (3 Y.q PRODUCT RiaWSM ummplyfnp ailb lho Fimi CEN • ' •0+• BaOdInCom ant -0 2.IB vi,oSn;Fuxw, 0.4 / B djl0codo AyNo l•' 8 Coo• lmtlooDamoFCRAIOPARRINO ad Q • G ; 8324 OR 579 NER R. 3 4W756 mm PRECAST AND PRESTRESSED LINTEL DETAILS @L [ArJ 004-14 7 AWAT 1 =w AS vm Wm i aumn m w" FARM r.c I MMM r07ri2 WWI I or 1 GENERAL NOTES q 1Latedds ro 4 Edr prrdd . 3000 PA gpl) Ka 6m 1 er Fd CYD i m 'ml do< r Asa . the u or B 2) N cab Iod W . bond cq mIdraum 4 Inch WMW teori'q fltetSYf7C sr. bolo !or wd . p 11tm .ra 12wua.t b. adesd by . u b.arrcL baou 1. tmIbmat/t Wl 3) Prodd. Wl marlrr b.d and hwd )dab. 4) th. dmdrer In prradbad. Mccdn lh. prrtaat r• wxa Ya b 40 6atl added rebar. tic i% 4R mddoc0lm-0 1 2etaaj =.tom v¢14aw 5) N blob dad or acmdEnftmWei l/360 de6atkrc auah buftad t/IW iddkewN Un b Wed to mmdam mnrm W FbrWe Mall Cad• Scrim 1604AI o a O Sbon Ghd Botch w reaph•L n 4" a* bt to t6 be hztdW r/ 4' dfma W. bakaWl ..4 6• 4=4u vugm. 5) bstd tka/.11Wd tal of frddmwt oom* .fir w ardAeeutm 9t rtmdrndallrgmacws dm imtaod bods ofd-mW j tmm " 12) °a< ° a.aamo cd rswaaraq anrw woo •Drat« d m..ad. b 13) lb nww smfa d wub Imkw b ut.&r cmaeL mm.riry Tdb dc2 haw a eoorad d atxw wpbd k . cam doh ASIIL mote w c2w Mplidpoucda=%.j• 14) koledba d i th.gmdAocal lamy°f+a r waar a yam VaUd boa App>trd hnbrdd wad Soo •."kw + Sato 4sem" bad S IA 15) I; r wmp as rats wow nA &Mm m cad• load Lam mA bar bd,•M .bm. 15) Fbr rdd krplhs cat ahr.o w. -I- bad I= and wq-d booth am- 17) Sop toads aro avparrp d do•dk kada. le) sda bWs based an m2nd dalpa oisb* pu Aa 00 anted A1331a lo) mid Irt l'aod orb ( aboa Ur [ Sr dr.rbck ' SEE SAFE lATF1Ud. LOW TUSUM FOR LOAD RUM FOR XMWL REDTOREACHC CUU ( RQM Y;ni} RILL COARSE t REDAR FOR 6- LKRS i + • I/ YCLRTYP2; 15 S REMFOR 2' UNTFIS CR40 or CR60 SAFE LOADS FOR 4" SOLID LINTELS w-4RWN 7 GRAVITY7YPe LENGTH 4S6 Y-e ( 421 PRECAST 1180 4'4Y ( 48' PRECAST 959 4'-6' ( 541 PRECAST 789 5'-10'( 701 PREC45T 460 6'-6' ( 781 PRECAST 360 7'-6' ( 9CO PRECAST 260 9'-4' ( 11n PRECAST 156 10'-6' ( 12(0 PRECAST 116 12UB 4" r- 406" UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-0' ( 48' PRECAST 597 320 4'-6' ( 54' PRECAST 529 258 5-16'( Ho PRECAST 407 148 e-6' ( 78') PRECAST 366 118 7'-6' ( 901 PRECAST 280 87 9'-4' ( 112n PRECAST 187 55 10'-6'( 1261 PRECAST 152 43 12F8 121" 12 121`16 r.-.. 10) } iJC . Rd Raved '• w "•: ••+a -; s, , 11) 3, U- NW adds/ rebr to bo Wcdd d U. WU•m d Um Old C.*. a ;,,..+• `. r< r + ' ' •'•i •. ,. BU8 6F8 6F12 6F16 o A • f< ry PRODUCT' REVIStiD r:J4. •,;: ucomplrtegwithtboFWdt •f 4; TYPE DESIGNATION , • " ti T.,; r• r. run to a•oA/}ad-a uoum By D al `>• i ra r •c.'I:'+ •. ,1: ''}Y 1 2rI 41d aa7Yu •- • •• ji •i •ri5r '.•':. h,-, nr 6— 213 / 2T i lL7• J L.®raF 13 ,• 'j ' J ,;% l•. T Y. .: -Y%:'i'. Im hf: ls.• w.'I ' rA. :_:rr:t/; tG;:,S J•:J JC}: f4 pf •• .'r, Irr. •t.rra`. r• ar 1'•` Jy4.•"• pp 1iaalll lM KU S • •• +r• 'Y•wrf.^r' E9 amen ns r tmha :i : ' '1y••-„t7 ``?:}` . c fi `Y . x '' ',: is 7 Yv 1- N' CIA • 4i I ?. '- ;I r. , '.i!T. 0 as 'r, • u • •d ' : WA. 4S8 0 12F28 12F24 12F20 o g r:j. • A aFr5' : s p}anmratrtaa. *; = FRRODUcrtmvl8liD amaau r ace z• •S' bWldl 1 5 11OwpxsutMIX • ,J • • • • • • • fi . _ y .• : CRAIG PARRINO f3 lmOm pqo o - ' i ItowraE rr11m4 '; • P 'V ' 8324 CR 679 8 u 6F3261` 28 61`24 6F20 I'.rs' Sy NAL G .N SI RIE R.REMN U584 a a atr m-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 144756 WZEM ° '"'tk aa - "" }BL KM owns 14 um rh NM Aawm scab uts W + DAM 3AVU 1 4' =0 1Y: CAb6 rAWC1 P,L - 2Ea. 1b. 447S• OIbt6C100- U4612 MW 1 IU 7 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS 4 mm-4m '0 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6UB UB-19 6F12-IB BF16-19 6170-10 6F24-18 628.1 602-I8 Y-6- (421 PRECAST 2332 2678 3W2 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3W2 5050 6148 7227 BnT SW 4'-6' (64' PRECAST 1654 1887 3633 5OW 6148 7227 8297 9357 5'-10'(7n PRECAST 1067 1260 2198 3551 1 5734 7227 1 8297j 8225 6'-8' (781 PRECAST 949 ID78 1831 2850 4328 6737 8297 1 9357 7'-8' (90' PRECAST 779 8B3 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1058 1523 2084 2795 3731 5D17 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4'(13n PRECAST 457 513 805 1133 1507 1952 2492 3183 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 22M 2808 13--4'(I6n PRECAST 373 417 645 895 1170 1485 1652 2285 14'-O'(16B' PRECAST 351 392 505 B35 1087 1373 1703 2087 17'-4'(208') PRECAST N.R. 299 455 620 1 794 985 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 J SEE GENERAL NOTES - SHEET 1 OF 3 r-wim-94,'' SAFE LATERAL LOADS FOR An DRPCART ILI IUTPI A Cmv.C SAFE LOAD PLF LENGTH TYPE BUB 6F8 RCMU 3'-8' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 446 4'-V (54' PRECAST 416 809 344 5'-10'(70") PRECAST 300 350 198 6-6' (78' PRECAST 263 496 157 V (90' PRECAST 222 357 116 9'-4" (1120 PRECAST 173r277 74 10'-6-(126' PRECAST 151 58 11'-4'(136' PRECAST 139 49 12'-O'(1441 PRECAST 131 44 13'-4-(160`) PRECAST 117 223 35 14'-O'(1681 PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 11451MEm-, F-11 IM, 114e, SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61B-17 UU-1T 6T26-IT W20-17 6F24-11` 6F28-1T 2-11* Y-6' (42' PRECAST 1412 2074 2715 3356 3997 463E 5279 4'-0` (481 PRECAST 1225 18DD 2357 2213 3470 4027 4583- 4'-6' (541 PRECAST 1083 1592 2084 2577 3089 3562 4055 5'-10'(70' PRECAST 831 1222 1600 1979 2J57 2736 3114 6'-6" (781 PRECAST 723 1097 1437 co 1777 2117 2457 2797 7'-8" (901 PRECAST 648 8004 1249 pq 15446) 1840t4 2135 2431 9'-4' (1121 PRECAST 575 571 980 1252 1492 1732 1972 10'-6-(126-) PRECAST 514 462 787 1121 13J 1551 1786 11'-4-(136) PRECAST 474 404 6115 985 1213 1442 1645 12'-0'(144') PRECAST 454 367(10 619 8aBJ iouj 1299 1506 13'-4'(1601 PRECAST 402 308 516 736 906 1076 1247 14'- T (1681 PRECAST 368 832 989 1145 17-4'(2081 PRECAST 253 ta 585 W3 B03 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCT• REvum m dria5 wLb lb-. PI.Wd.i BaTiding Cady Art tancc No O 21 I B Ihlo $ IIyhli-MD Et Cap of q. 4 PRbUCrWVWaD pWdoPAeafun3. .• ONG PARRPIO iSSAOtVAI.`', SEFR4 FRCR73e1584 titoawf I uIUNI FL.P.E110.ND.44756 CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE FU MM nSM-14 I am n mw AQIL10 RAZE] am 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Ciwflr SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12f0-2B IV12-2912F15 12120-28IMA-78lb-A-2912F32-29 S-6' (42' PRECAST 3428 5000 5B38 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 11050 12755 1443E 4'-8' (541 PRECAST 2396 3464 53D4 7619 9352 HOBO 12755 14438 5'-10-(70') PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q, 6'-6' (781 PRECAST 1383 1986 2679 4195 6421 10032 12755 144 7'-6' (90') PRECAST 1135 1628 2131 3218 4676 6756 9763 13524 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-8"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5532 I1'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474E 12'-V(WI PRECAST 458 878 1073 1513 2020 2617 3333 420E 13'-4-(1601 PRECAST 359 767 d 926 1294 1709 2188 2743 34091 14'-O'(168') PRECAST 321 720, 865 1204 1584 2017 2451 310E f7-4"(208' PRECAST 1J R 45tp 831 381 1141p 14280 1750 2102 19',4'(232') PRECAST N.R. 343 477 p 700 925 tx 1152 1380 1609 SAFE LATERAL LOADS FOR 12• PRECAST udJNTFLR 5A 11 E LOAD PLF LENGTH TYPE 12UB 12F8 RCMU 3'-6' (42' PRECAST 1295 484.1 393 4'-0' (4n PRECAST 1295 4841 299jw 4'-6' (541 PRECAST 1049 3922 2417 5'-10*(7CO PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 1234, 7'-8' (9n PRECAST 474 1771 914 9'-4" (112' PRE AST 355 1326 58 10'--6'(1267 PREfAST 306 1143 454M 11'-4-(IV) PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 13'-4-(1601 PRECAST 229 857 278 14'-O'(I68') PRECAST 216 809 251 17'4"(20n PRESTRESSED N.R. Wmi 16 19'-4'(232`) PRESTRESSED N.R. 534 130 U) THE M90FA5 IN PAMUMS ARE Mr" REDIIC M FOR - :ILL UUMMI+L MUM 10 QENE 40 FIELD AM RE AIL SEE GENERA. NOTE Ra 4 OR SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 12' PRECAASTwl2 RrCPSLOADS II. L1HTEIS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE I= 12U84812IT10 121714- 12ATI8- 12R7l- i71826 12RF30 2 4'- 4' (52A) PRECAST 2538 2942 5468 7584 9640 11669 13M 15M 4'- 6" (54') PRECAST 2319 2740 5468 7584 9840 11669 13M 15679 5'- 8' (6n PRECAST 1347 1841 3555 8395 9640 11669 I 79 1567a, 5'- 10'(701 PRECAST 12S 175E 3361 5954 9358 11669 13679 1561 6-- V (80") PRECAST 924 1430 2633 4415 6884 10412573,1480Q 7'- 8' (901 PRECAST 703 1203 2157 3494 5259 7922 9823 1132R 9'- 8" (116' PRECAST 389 843 1451 2157 3203 4427 5417 6380 l'''* M M- SAFE LOAD PLF LENGTH TYPE12RUO12RF6 RCMU, 4'- 4' (521 PRECAST 1295 3692 25 4'- 6', (54' PRECAST 1213 3458 2417 5'- B' (681 PRECAST 784 2236 1 5'- 10'(701 PRECAST 747 2129 155 6'- 8" (801 PRECAST 602 1716 117 r_ r (90' PRECAST 504 14381 914R 9'- 8- (1161 PRECAST 355 10111,156 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS lcmml4m t SAFE LOAD -POUNDS PER LINEAR FOOT 1 FNGT1{ TYPE 1218-21 12FI2-2112FI6-2T 12F20-2T 12)24-it 2F28-2T 12F32-2T 3'- V (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0" (48) PRECAST 23M 3721 4872 6023 7174 8325 9477 4' 4' (541 PRECAST 2113 3291 4310 5328 5341 736E 8394 T- 10'(70") PRECAST 1623 2527 331D 4092 4875 565E 6441 6'- 6' (7131 PRECAST 1444 2269,2972 3675 4378 5081 5784 Y- 6' (901 PRECAST 12870 1767 3194,380E 4417 5028 9'- 4- (112) PRECAST 1028 117 200E 2590 3087 3653 4079 10'- 6'(126) PRECAST 920 147 1612 22B1 2164 3209 3653 IN 11'- 4'(130 PRECAST 858 829 1404 1982 2441 290 3354 12'- 0'(1441 PRECAST 814 753 1269 1788 2201 2618 3032 1S-- 4'(16D7 PRECAST 578 633 t057 1485 1828 2169 2513 14'- O'(16n PRECAST 622 586 974 1365 1679 1993 2309 17'- 4"(20BI PREC\ST 434 427 695 114 1182 140 1623 19'- 4'(2321 PRECAST 366 370 593 817 1002 1187 1372 1) THE WRW IN PAR06EE56 ARE R=0 RBUMI s FOR WIDE 40 FIELD ADDED REBAIL SEE GFHFJUL ND1E Na 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4c SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 129F62T Uif10- IL1F14- 13 12(652- Ytl1F26- 128F30- 4'- 4- (5n PRECAST 1626 2685 3746 4806 U57 6928 7989 4'- 8' (541 PRECAST 1558 2582 3602 4623 5N3 6684 7684 5'- B' (58' PRECAST 1210 2042 2850 36M 446E 5273 80B7 T- 10'(70' PRECAST 1173 1984 m 2759 3553 4338 5123 5908 6'- B' (801 PRECAST 1020 1538 242E 3114 36D2 4489 5177 7'- 6' (901 PREC\ST 904 1226 2163 277E 3390 4003 4617 9, 8' (1181 PRECAST 703, 771 1472 2181 2663 3145 3628 THE MOWS IN PAREIGHI S ARE PE=ff R[OUCOW FOR cc uu.uva n c o ,v RLAM IN PARDUH s6 ARE PMMW RU=D S FOR RR1EE 40HEED ADDED RESNI SEE aMOAL MGM Ra 4 PSU ;.` V • • E ( Y S 40FIELD ADDED RRBUL SEE GMAL WE IA 4 eUUCP.Umnp m+ aa 447nUcrRev1s00 Plylns ahh Om Plodd. A PanroNo]_08Z :Yr Didagcob RW+irWon Dnro /g T E F anDr.oo No 0 DnnoR '•,tom•" R • 632ACR579 - /. d !! - - SEE GENERAL NOTES - SHEET 1 OF 3 './ONA-•' L FAe ,,, Na ' —CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES s na IRUIC oFsw1- 1, I>I,N EIYI 4DIIAe ADuw Mgt 1mi ` iV IS2"-0N-.$ OAFG Q1ECL[0 m MA10 FAFJ iD, AE, - tM hA 44154 OEAYJ gt U4111 S= 3 OF S M IAM I -DADS MTAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.gov/economy Cast -Crete USA, Inc- P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami. Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requhvinents 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 Pan: ino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County Iogo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, 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 pADE COUNTY / da NOA No. 17-282119ExpirationDate: OS/21/2022 aq t Z8 fZo / 7 INW Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per .ASTME-529-94, prepared by Applied Research Laboratories, Report I& 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by CraigParrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine lYlade Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBNTTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 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. A_",/, g. A, 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 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. X-,-tl, d. /M.,,/-e elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., datedAugust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTEER L Letter from Cast -Crete USA, Inc., dated Januo y 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 417-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled 1vfodels, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L None. I . c Cffeimy 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 SUBNHTTED 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 I. 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 t,j61M'y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST 1 PRESTRESSED CONCRETE e. j,,/^."r' i' J / III I .\.\\ >, ..... %_ IL '/ . I L A" STIRRUPRA¢PSBAR RUS Y,n B TiRRU_ PLS 7/ 32"d BAR STIRRUPS TYPE '8" STIRRUPS 1 n B° STIRRUP DUAIIS PRESTRESSED U--LINTEL DAT, lr' r,7 rsn ly7ill?:17i1i 1(:Ilq•Piia 1rrr•.rwo OEM= R]E11 f fE Da:JO 7r Dc 3±'ll[Cf l iQJi I idCti1 L00DAs'." IfIC7iF/ F3T IL,i iG1 0 6ifi[3I ODc..: IfIC7iDt• iL' .JfQt.ti 0 Pi'Y 31Z11117 Du1L:•!f f i f ff.>i C li 0 D:.7 QiiOrtsDm e:•.r 8' PRECAST WLRECESS POOR U-LINTELDATA TARLE I U• JL ST:I fiil r•c-rl:l lil;l n V W- f•, vT 1 7Y.YiTFifr, N_G11 u T 1 l!<IiiiiiLLLi®[ T R i Y mMM" IaQ;ar curm a:a r ra=:.v 5 r,t u+r. me ac v[: rr uarruL arn tl: frc 1:..,ir:rnnty aQI11F i[lC7iQ'. 7 CiaL::i:.+il'll V"Ys Ott r]Ci1[],r[ jcrFLSltii'rLti3::7R.lsr+ r Ia •. J GCir'JLTtI! i3Ci R"Ji Ei`]•Illy`Ji}EK:t!'["tL'rIFYSCi1[71 r srtrjes+ru usr-,rill.r1 e-Tts OF IOC lr } q tEOua s,Fr.er , Ultt Rt7NF0AC.^m Gl0£ FA RIL•TIDN 1^^^ • raN 00 ' m ry aLwra mi •r .o,mr+ yn) ROLL 7. 15 ti pitEs 1ERlEO IOJrfI R RliaF` ROINO U.OE aQbf`.,X PRECAST U-LINTEL DATA TABLE t?7 7IIII 7tF tS`tit! J 17i 1r:91l ilt!•1'_.,cl•••y Y.%a*TrC•7:r Ii \Y:>al 3 3i(i tllt:%ei 3CStr rFOTJ r] 7[]LYriD Jl i4 L10 ppL1't31-rttlL' aTt1s.1!lIC Vl7LllL]C'r lir/Jfi.'tt 1t, tTcale Ir 1. 1 Ity ar.F a c; te, t asac aerar: n:»SrrlM_ s r vlc>a 1©rn n1> aa1mMEmmWE rls llr>rT', s:u rt.sl Irk r..r mt':rta WE KEM—d KM IquIII ae ast rFi'r_'!i Id G7 f 3d ci rZS l IFSQ A7 Fit•1' Q RiC.i[7fF7[ Il' l7 lYlf fI7C iE:dy IM MtMWM RON1Ai1ON a fM= M PRO = AM7lDYAL tT v rgommm rf LORRIOHC V" AM CMUOf 0X"'Mm. OR mRCII0Y1rD Onm TRL rRu/ u rOlmul CAXSTof CAA-cun ULL m dwi4) . TmC L AGXFORMO'STWi ]/ n 09 ASIM AS101 A n r, r01O »ti JVM UUM Or srmror+ ARO !s RmAO ORACI w ACIN A•Ih• 7/1" Ota1WQ l/03OLTr••RnAi4ON rliT YO:H ICOUIQO is OOmm swore fOOH F/ICII Oro Of TM ItIXO I= WJW4 r02 UUM SlaoM #= AJ I L 1m, Or sumo ! 6 7m mm 7RLm m can ROOOI snvs A &MMM L MW= 911119M fr a we rO fox r r mr O'O+ m MOlflwo am—, I . • am rS ml ALL 79MOT a an URrOS. L Lr r07 7 plyrrORlO¢ fi1Fl3 rq 7. cmt r4 rant m ram 0,70 r F CF , DF UM U 7JR m m OI AON or L 57FCffpm_1 PFN rOiflR6s[C JtW Llr kO AXKM O M iO IQIItC IYIDNAlmYAIalOGr.7l. ENs•'..i SM; NER FL G+IS,lJA4iyc`' FL P.E UC. ND.44788 PAooucr_=vlvnorrualro CAST— CRETE 8" LiNTEL FABRICATION DETAILS Dmml-f4 I mlml rO w ra0p, M - 1*. m wsl I T gal 10 w Of/1/ CR= M C&M nl= rL - Rib lL 4M I /Rmm 16, Fu sou 1 OF 3_ ml gApK nPAVITV LOADS FOR 8" PRECAST 8 PRESTRESSED U-LNTELS WIMM o LRimLOOS FOR SAFE UPLIFT LOADS FOR 6" PRECAST 8 PRESTRESSED U-LINTLS cigflfq' 8AFL' LOAD - POUND9 PFR LINEAR FOOT TYPE LEN¢ TH life- Oe W- n an2- 0e I au- t9 aFle- m ano- re 61" All vzo- U M4-- m sm- le ePto- an - no lRs2- m af32- 3 3'- 6' h2 PRECUT 71J1 30a9 4719 5183 cm=4 9502 10951 30m 4GM M3 7517 6974 10394 1199 4'- 0' (481 PRECAST loss 25M 2131 3W 4M U51 tau 5W tf93 46M 6113 7547 U74 IM24 11009 4'- 6' ($4 • PRECAST 1599 tug 2110 2231 3753 4576 5W0 4224 2139 4316 1113 7547 ee72 Io794 1I60I 5'- 4' (al PRECAST 1217 1349 14M 1919 no 3123 303 42" IOW 3010 S365 7S47 a733 lult7nd 5 ^ l0' (10' PREGSf 10 1103 1173 1631 2m0 1549 3009 3470 u51 2622 CM 66 flat eau 6'- 6' (781 PRECUT SOB 1738 21n 3931 3707 4U 5011 123a 2177 34D0 5UI MW Imo 6' ( 9D PRECAST 7 loll I- 2532 3 less 3t91 30 1011 1 2091 un aml HQ i4T't 9'- h' (1127 PRECAST 19I Ilm 15" 2514 34a1 2818 3302 752 1245 150 2514 3403 R a393 ft 10'- 6' (126' PRECAST 475 am Aw 1247 2093 Z103 263s 1u Wn M3 2093 3m 4764 an 11'- 4'(1Js) PRECAST 362 del 7J08 le4a i S117 4ws 652 946 130 1845 3127 400E IZ'- 4)•(1M' PRECAST 337 540F755 1154 16" m 640 Ia4 161 1193 7305 3552 IT- 4"(160'PRECAST 2g6 hl 1076 A" 1636 2316 2t1a1Al 197311IMAla23U14'-0'(1611 PRECAS! 279 424 I= 132e 150 2127 2930 442 1002 139 1697 2127 21t0o 14'-' ( I7n PRESTRESSED KIL WtGR MR He RR RI451 1170I= 2245 2517 DIY PR07REM NR. NA to Ne MR15'--}'(l8} Uro 6 f11250 tIMewe 23t3 aTs fr- 4'(20BI PRESTRESSED N.R, sal r ra9 xa lu 1u 300 50 150 1328 16a9 IW9 204 19'- 41(23n PRESTRESSED N N. NR M lu ea Na wt aN 235 42D 750 1031 Im 1316 A. 21'- 4'(2561 PRESI( SE11 NR. ao 340 Me 645 1114 1339 uw 22'- U' (264') PRFSTRESSED NA.NI RR ltl4 1ta RR N3 1p 1674 313 6TDi 784 Ia47 193E 1399 24'-- O'(25n PRESTRESSED R.R.129 164 4R f R Na IV 129 250 421 IS4 884 1692 1 Lill of "" an. SAFE LOAD PLF LENGTH7YPE3 8U8 6F8 RC MU 3'- 6- (42')' PRECAST 1025 1024 1698 4'- T (4n PRECAST 785 763 1309 4- 6; 1541 PRECAST 592 591 1073 5'- 4' (64.1 FRECAST 411 411 745 5'- 10'(701 PRECAST 340 339 616 701 PRECAST 507 721 490 7 6' (lati7 PRECAST 424 534 363 9'- 4' (1121 PRECAST 326 • 51 Z 230 1 O'-6' (128-) PRECAST 284 401 180 IV- 4"(1361PRECAST 250 02 154 12'- O'(1441 PRECAST 244 402 137 I Y-4' (1601 PRECAST 217 32.4 110 14'- O'(t681 PRECAST 205 293 100 14'- V(1761 PRESumsstu N.R. 284 91 PRESTRESSED N.R. 259 83 1r- 4'(20n PRESTRESSED N.R. 194 64 19'- 4' (234 PRESTRESSED K % 148 52 2t'- 4'(256' PRESTRESSED N.R. 125 42 22'- O'(2647 PRESTRESSED N.R. 116 40 24'- 0' (20) PRFSTI=M N_FZ 91 33 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8Fe- 11 SW27 e7 Z-7 MIZ- 27 918- tt W18- V 1r U2D- a 8114- IT V24- 21 03- 1T 41- U SM- tr At - IT3, (} PRETytST Ie39 20 24 4394 52a3 IM 70D1 150 280 a524 43M S2i3 6132 7001 4'- 0' (481 PRECAST 013 2305 3040 381E 4570 6M607I 1361 23w 3m Mid 43M 61170 6' ( 547 FREI,tiir 1267 204E 2207 3373 4711 63A W 2040 2707 WM 400 4711 6379 5- 4' ( 64u / PRECJiS 10is 17 2275 2SSA 9 31i 45n laid 1715 We 2W 330 3381 4M FREGASf 21W 3101 3620 4 733in 1617 Im3020 4LU 6 - 6' (78 PRECAST 45 1 1 5329 M5 3 136 W wo 1 23N 2790 I Sal 3TU 7'- 6' (on PREGS7 79 1 1624 5 2426 2677 312e 717 1224 T624 2020 242e 1 23D 1 me 9' 4' (1127 PRECAST 651 70e 1W 1474 161E 2157 25M 91 en We Ie43 IM 1 2294 2610 10'- fi (126 PRECAST am a OlenI II3 1431 038 20I1 s36 m5 iMj im t7e3 ad 2348 11'- 4-(136) PRECAST 474 604 ri' 5000 IW7w W409 16130a 1753 494 6W TH2P lancd Im pil 1915 21a7 12'- 0'(144 PRECISE 470 456 774 a13 11 13t6 IM 470 no 940 1302 Im 151 2075 13'- 4. 160.t PRECJST Ala W6 607 785 A 114 1323 cd 480 7e0 1154 Ate 1337 14'- 0' (1681 PRECAST 3s6 r a 724 tag 10% 1220 425 m 1WO 135e 102 1107 14 8'(176 PRESTRESSED 3u 625 2 ro 97e tut DA r-. 39s om W W 191E 1734 ml 55'- 4'(1641 F ES1RE5SED 313 06 07 7p Its ID54col m eta Ma 12{ 1460 wa17'- 4'(2087 PFiESiFiE1SFD203 40 t 05 7w 30e 6a1 d 740 m 105A t27loJ 1473 10' d•(272') PRESTRESSm tee 2L 3411t 447 te 847 647 747 to We m 419 td 5'230 eft nd 10SPA 1227 ed 21'- 4' (2561 PRESTRESSED 1n la 307 Sol 4e0 See I2 s 142 1J1 373 537 721 265 104E 22'- D' (2647 PRESTRESSED 137 1 7 215 379 462 546 an 137 223 513 lee 063 193 24'- 0'(2887 PRESTRESSED 124 179 la 6a7 tli 202 W 31945! sod J7 e10 THE NLWBFRS IN PARMMM ARE PUMIT REDUMONS FOR GRADE 40 ` SEE GENERAL NQIE W 18 ON S1ffi 3 OF 3. TH HO ADDED REBAR. SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. PRODUCTREVISD PRODUCTPRODUCTaq.PRODUCTc4oP 12od2d?'• / KDUNED aD+aoo M o m O 'tW1n 11h OFlaridO Awidiat ddn ,+ ,+`'V; • ATM •- 14 ' 2orti ° °° ` i77/1"-0 it 7 22 NERAL NOTES - STREET 3 OF 3 q, 42XW'. LIN, 50;04MI 01;- NN,' '. - .ffi rF ARE PERCENT REDUCTIONS Fall I,RUDE 40 ERAL KM NO. 4 ON SNTET 3 OF 3. E NPRODUCrRHMUD E 0CRAMPAFMO /b i f V. k7+ f924CA619 iIW R_P. LUC.N0.44758 fl13CREGE 8" LINTEL FABRICATION DETAILS I Molly. vuat IA11trA r.4 - em hL. 4D31 soul aw l0acne d S6PP rRAVrrV LOADS FOR R" PFZECASTwT 2• RECESS DbDR U4JNTELS itaty/ SAFE LOAD -POUNDS PER LINEARF00T TYPE LENGTH BRU6 es" 6BFI6-6e MI eArts-o[ aeFxt••aB swuo-os BRr6-IB IMMO-IB MV14-I9 win-1 am-1 aRIL-16 t ne i 4'-4' (521 PRECAST 1635 1740 3755 32a0 4340 542T SM 7a677 Ia;ll 7600 9 6a30 a060 9479 10193 4'-e (541 PRECAST 1494 4 3a59 eDbO tomJ 5-e (681 PRECAST 866 920 1 1770 1718 2277 2e30 3402 396a 1117 1 24a1 4%7 GM2 006 7217 1311 5-10'p01 PRECAST 8f0 Mo Is03 Iwo 2114 2640 3r74 3700 1113 2342 4142 seagoc wsood 7 SM14 6'4' (801 PRECAST 797 001 lens 3120 5N8am Ira ue 7 not tens 31205D4e 7015 OQD 108 7-6' (901 PRECAST g 7s 1460 240 Tnl 3711 7239 5a23 755 14M 2452 3778 57 118) PRECAST 411 go 09! - f56e 22e3 3120 4091 3142 me ass ISO 2251 3120 4180 5MI BANE LATERAL LOADS FOR 1r• bOb(ACT •d 9•+ bFr!FAA hnno to Drm A SAFELOAD PLF LENa-1•H TYPE 8RU6 8RF6 R AMU 4'-4'' (521 PRECAST 758 757 1164 4'-0" (541 PRECAST 694 693 1073 5-8' (881 PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 B'-8" (801 PREAST 595 788 464 7'-8' (201 PRECAST 509 674 353 9'-e (1161 PRECrAST 370 490 214 SAFE UPLIFT LOADS FOR 8" PRECASTw) 2" RECESS DOOR U•LNTELS gFf+•A4[TE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH WO -IT I0--1 4M+-I SIMS-1 Wn-1 eReta- MM-2 WO-21 o- W14-2 12- BRF'21- WW-21 4,-4'. PRECAST (5 ' Wo 23M 3055 3751 440 6140 005 16D 2352 305a 3751 4445 5140 4'-6' (54 p11ECA5T e67 1604 2272 2939 3w7 4DS 4%3 867 tea 2172 2939 Sam 4275 4341 5'-e (6r) PRECAST m5 1 T707 232e 2134 MU 3311 675 rt69 1797 I 2M 2154 33e1 3911 5-10' (70' PRECAST 05 1207m 1746fA 22M oi 2773 6 MM 2799 SW 1 1233 IT48 2259 1 27" 5 n99 6 -8' (80' PRECAST m0 9t9 1 3329s70too15309 97,,(9 50B 742 13s4 2061W6ass13" M2" 4212M 21ES( 1161 PRECAST a95 ' 410r a54 213Dton62331 THE NUMN IN PAREMME55 ARE PERCENT RDx1CTI0NS FOR GRADE 40 • SEE GFNEAN. NOTE 16 (1) THE NUMM IN PARERIFIE95 ARE PERCENT RE1)W(ONS FOR GRADE 40 WD ADDED RESAR SEE GENERAL NOTE NO. 4 FTELD ADDED ROAR. SEE GDOK NOTE NO. 4 GENERAL NO 1E5 TYPE DESIGNA11ON tryn 1' a 4r w.1 - Mo D.1 F - RIM 1® Qt0U1 / u - MILD- . ' a u1- 13) n, .,lh* ma y ( hul, Iwr.d fa a°v ett.+.e.au m+ai vu Hroo4 a. F123E& r a 4raF SnSud .mr In t arraur pq1>.anM 6..i.dd Air lm amlLrl..dty 1m5 0. Idgbq y3dIM ° n :•' " 8 F 16 —WIT1Tnn. eweW u!er sDIms15 orw 'DO a rmnlYd • +• ualr M a - ry71 Y of 9 4ftd imm.td L 2} N .H. r.i ktlo 44 .L tigrYyn'g7n 4 ylopq Iual qr Srt. w IoaO } dd. hammdd rd S •• 1:. OT.tlW. GWH J 'Q0 1071Y OF 9 fsd:z , 1 . I+d+d tQ_4 wT! N 10 rat aeya5. Wd UVh al Oaoa w .o& rr Imm -4 Lor 9e#N eDm R01®AL R04W llmVl A ti to nr wd waft od 9.',, a. to. I.r r— a A r%.+ D p * /s aenu a 1a ft". Id w•td !r ar w4 )ida 17) sae tb — vamp.d dive" M.da :I' - ml. W a310 4) 1Y mmk. r p..mem ud.W %a pasd rdntW fv le) se.;" bind n r.a.od dolor eayh W An m0 wd Ap 313 • ;: '• r I -Ile cum yma.40 Is" ww raw. = 1—L- Y-C Uatd 5F31`t[ .t r.d - IM 6[ It) AI$edl 15s rlud b.4 nF.a3 wry 6 1>. r ir.•:QnO raw Ut'y i y . r"q" 4 54 if) MI W rddm d mn d. mdmY o1. aer. trace e) e5 Im a a Sri uo krtaO.F !: CALL Frnw.+7 1A . n-4• w msv me.b nnooucrRM.1e>.vr h r a 'a lb. ar6de Mmm nim the Ftm da m s.. I¢e4 9.H, b. dtrulci.l wr W R raves - 0 22 J5 m••1590pa4 (' r - ° 7. js OEaVe AT 10i1011fraw ., i r l' • . d LWILJIM UWY ma•.d d [d.1 mt mad7 a W cC.7dord 3F_ SEE SAFE LAM LOAD r • • ' , . mdlcr «rmhrtd d.a®m4 , UBIFS FOR LOAD RMM BF32 4yI • r 41 •PRODUCT RL'YISm 7 Amit FWM® IN Unaa . P) T. dotes e a.db n ,.AWd r.9 h.r. U. a1. IW k11n % iOR FAdI a,p, .... eOmDlylog uiW the Flnddr - (4AIGE a y- W`.fdleem m6Fa! memid m1 dtaa d F-rory Itv. Bn •:;'•: COURSECIW CW) PRODUCTR D :,`,` C•• EN ' ,,+f tdfirD(Ldc - o Z I' f faYOW. Tm6c 10) AIR - ad tdd DIM H40011CfR8ylgDv 10 Wien [Iu oM ,des I. W Fanir d 0. 6.11M d m I" -AF .. (2) le R]>3AR > dba ood.,•ta leensorida o.4d 2 oz2 trJID th. Mdrtl. I txtt TiP OR40 or OR60nu. 6- o , 7c T 4/ ' id0 • Dal c-0mm 4r nr FYD T fs-%jF;.' i CRAIOPAMNO 'Fd 1 ammo .' .4Rl \ .4 8924 CR 579 G 11 SEFFIGAR. 54 atxn r r«'[D aT.T.Ts ra:F.rim:l•rr.r r: Tryar. a :raa4[atil•r.4 clr.rittttttttttttttttr•riVT:r ir: 77r• t.;l.:'s "FABRICATION yF4W rdr rva rrdId- 7- 1 WICih1: LI/`Zrfk7 .;,- > '•' y I•_\r«71i1.1,'. Tain- Ll:i.i pll.P/ff:i `S ' r•; rs rr II \:.f[Hel' h1: 41:4717ktIH7 I:YiYI1G• iP FROPPIN M IAM I -DADS MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOiVIiC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Nfiami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Righ Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the 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 11elmy A. Makar, P.E., M.S. MIA I AnE cotnvnr NOA No. 17-0821.18 Expiration Date: 09/1] /2018 fJ Approval Date: 09/28/2017 09 JZ glion 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-C,ete 4"1 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 , 6" & 12" Precast Concrete Lintels Filled and Unfzlled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed mid sealed by Craig Parrino, P.K 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, PA D. MATERIAL CERTIFICATION: 1. Quality S vstenz'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 throzigl7 3 of 3, prepared by Craig Parrino, P.E., dated Alrlarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mfmni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. r L,Jfelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. _ ..... '..' . NOTICE OF ACCEPTANCE., EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing JVo. LT4612, titled "Cast -Crete 4"1 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 M.tanri-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHE, R 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certodng 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 (AEA), E. MATERLA.L CERTIFICATIONS 1. None. Y &Lzl 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 SUBNTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014 signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAI, 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. 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 ItV!"® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS SILYl 1Ll ri/LS h iarr` as-;ff 4lIICirU4 n. a •w i •, Lua _ . na 4" SOLID LINTEL DATA TARIF MI. m wMaK91.. 1 7® m3smGC3i[t lt11S FiCFYri3f J?L"Lfa"•- r: ra[as r WAMM KZZA 13C[fll:,i' 1[iiiff'f 6" PRECAST U—LINTEI---DAIA TABLE c au w L 8s"M Ewa agril+ mEmmvem[mmuno muur' a ts r av rv mna isc oa::art:mr+ve r>ff+taca rnty[ E r[.s i:.traa r a.nrc>arvc SCLECC7 fffllCL'J'dI9 I:1?!Iri'S rJ4sti fii•. Sir•T.•}370[LL 3ia69P/JTlR.Ii'.C iZ iO ratarr'israr rz+sarta.s.rasa rastc rrrrvrfsn rtu y arrsaRs rta',^r'a n me9c. r_n rr..urlrrir,.:.,r ImC,arefin t: F ry 0 rau:s traa a: ta-,aca•o rFaa rtisn4 r rtau: ttQ•v rry o L i ti3F7tttzFa rt•r.n„rtS y., Q S[[tC ittt tc+ ns>7rear:a;,rrzu rs reatA r % X .:m TYPE ' r TYPE ' A"-VBF lJLYtii' LYIft1LL rup To tul mw UGm mr, R X=9VWD FCI PRO= ARI — IF a nnwim, rr amaxr IAna Am warn 1[ t: D= Ot o¢nouro L 1arQtCDW RU"* "rt LLRU Afla H. A At A a Ill4 gmpnte Inome 1 m L ul" umLB . t m CEAC[ r A YI1 4 Iml VC w" n*= or nnm Limon An o-wD 1ACGYD L cowj t sM=. U f. - 11= ra MR ALL r 9I19 )JO U MW r= am w w `71' CSOMM QW, M MUM - ew C/ r1CA4 IIImA r1 ; aW r" 1 MC" ,mN . C, nU tmlwlOb C.WL IACAC{A9 A00¢ r7pO L rnmr 1m WAL R cur rQ ant = ro tt rILAI rao on. : sCCta1 nm1 EACH no. d C AM ,t 9= LW= ARM S"IPPM rt01 F=L PRODUCrREVtSM a(",` : all o=rhylnp whh NW Fiai G . OEN ' .0'1eafi tti9cwA Aua plmlx No l7-o82/./g PAOnUCIDC"i a4 o, 4 ' P' w utlo 4 O oat 0DdQ , R o FFAWa 6+Um a oj 03 jj• Q y sY u CSouLY O• t /'%•' j CRNQPARPoNO CR1 4'G: 6324 CR bn r a PRECAST AND PRESTRESSED LINTEL DETAILS ruum rt Wmr. u e m S/L m to Will AtGW. 1l. IQA' W rM I um i s l I CENER NOTES I) Yduldz 21 [rdd - 3000 pd6' & eF— [dd 60D0 peJi loch a 1. reb/ AIM MI ede iDmato%pu M. bp. Y or S 1) Al of. bed tables bumd m edobam bch aaooal benrna E6ti bob tdo bby 207: C blaring hni-lh I, tw lao • 1/1 Wdr. 3) FmNd. Id maim bed and Mod Wts. 4) TM arsriv in pmmlhnld hGcala the Pened rdac8aa for pdo 40 fill oddd nbre. Pawls i% 4cli142i(lf-pu 149001% M+ iMa 3) Al FWb meet m .ecud ddW V-' s d U1W didlecticDMw lM b Aoeld b candlhyv meeleq Ue now a" Cod. Seaga IW43.1 m elp0i', Bf 6) fior. fld flotde m regaled. 1) 4' gM PoOW to be brieW •/ 4 dlaendu MdmMd .nd 8' daemm rerlooL 8) [mle) t(Wn/e'J¢Wneat .f kd.[ aoet =ptf WM Do ercM b M ead or a1ne:Wd domrmo Wod odnioOob UaonvmLu1sUKmaladehw aLa drof fan tan d etrppmt 11) C a 1Y Lbleb on modorLad d0 3-1 bM A*h- d Ill, and, b o=awddo m0cel ni Wdwdrel ord Wcuft 13) the e , - aeon of 56b idm Io "I.Act nm " Erne a e0o49 W e=M oppld In rt—d—gwahh]AMU 0-M opaQmddromlln0• 14) vKh k.hleadedd•dwbd fe Do ,- a Wnt4 noupbedWedoeLMm•w tM f 1 dom6m1 hod + /}pYc1 Ydhmid fWd 5 ID Sde wltd tat Sedo Wad 16) Far omepmfb lidd biola net 9 m, an mo bed Gom oad, lour bt* dom 15) For Intel knplhe mi shm bee eat. bed tram eat [opal IwA shad. 17) Sao bade are oupeAmpood eberfde W.M. 16) Sda bode bead on niQp pe a'lydedp alas¢ 6 per A0 10d0adepodd AOy31L 19) lavoctd Wmnade iuneri vy tm'6 (IIG5W1aDae 1M 1M1o1 Su walaw Sx1ct 6ehp . v..: •. SEE SAFE WFRAL LOAD TABLES FOR LOAD RATING icis1 77 lr• 5r. FOREACH REEINFORCED C1 d11 (RM" RA.L COURSE r,• n,? :• v 1/2' aR TTP 1 /6 REUR FOR a L ITIS 2) 15 REBAR FUR 12' UNTELS GR40 or GRSO SAFE LOADS FOR 4" SOLID LINTELS M-41- 911411 GRAVITY TYPE LENGTH 4S8 S-6' ( 421 PRECAST 1180 4'--0' ( 48' PRECAST 959 4'-6' ( 54' PRECAST 789 5'-10' ( 701 PRECAST 460 6'-C ( 787 PRECAST 360 7'-6' ( 90' PRECAST 260 G'-4' ( 112' PRECAST 156 10'--6 ( 126) PRECAST 116 12U8 4-- 4- m[ UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 42' PRF= 687 371 4'-0• ( 48' PRECAST 597 320 4'-6' ( 541 PRECAST 529 258 5'-10'( 70' PRECAST 407 148 6'-6' ( 781 PRECAST 368 118 7'-6' ( 900 PRECAST 280 87 9'-4- ( 1121 PRECAST 187 M 10'-6' ( 12n PRECAST 152 43 12F8 12F12 12F16 r.•r 10) FIR -Hof Rated • • .i Ij'111 .,.. • ` r;i : ,- 1 .., ,e-• 11) Were rkW o&W rdrr to be bwkd at tN bdicco of the laid =2r. r: •;: J( 7•'- , r iris • PRODuarneVls6D SU8 6F8 6F12 6F16 • • ... "ti. C- oomply' mll With Ih. P..d& • yti-•('-; :. ! W Dare I r`<}.,a • yy• TYPE DESIGNATION 18 < r :'% "' f,^ • , , rr- arm eta aou/6-AID l• p, art j ;...yi 3' sy A. YO` ras mr DV q •- • C'Si nr •. 1 eaelwv eta ei 'Y}'.3• i .. .^i`'e%T"1y +a ;',;':. 12F16-2B/ 2T 16001 MDo OIIHNPl • . :: •'. • .. • 1100Le tp a611® lal R tlm5 7 J i'.. ti.'4. `• ' MUD me r Mms is F ,.. t- t/t aw • tee` '1l. •`.'. S •i f J,''e v.i.;'':•-. 4'!•: :`. :Z. :}. ',;;, a e • r • O • • d ij` rjy fi 4S8 . : f. r_, •' eta .i: ` a. ++ r i :, • y l 1'.• p :,• 'ti. G ' P1 12F28 12F24 12F20 0p3o 'tt cm O Z •.' rye, ik -y . e h aq q io •: • !.• ^ ,' - PN40DUC1' o n _G' • b1l pl am+o is f uam ' ,S:• •J , . • }, m oomyLy'mC Ou Ptaida ew rmano . Dulldlole Code 1 Y Irolat4,E falrnlf a iron Awc Ili• ..• •L• • . . • . :•ppt• ,( T .` i(( j : C Pik I Q1[ py - ° ° • % 7 6F32 eF28 6F24 6F20 I+i dsS,\1 *" ` 4•` NSF V 3958q ud nee J% CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ArdA.may RAYL` DEOIS-14 L1rtCC[D Rr •1tlWID 'E - [ Itti IC4 447361 D1A176T M. 11p11 SiRp 1 OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LWTEL.S 4 SAFE LOAD - POUNDS PER LINL'AR FOOT TYPE: LENGTH 6U8 6FB-18 6FIZ-18 6F16-10 U20-10 6F24-18 6F28-113 61732-1B 3'-r (421 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (461 PRECAST 2025 2313 3892 5050 6146 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 5148 7227 8297 9357 5'-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78' PRECAST 949 1078 1831 2850 4328 6737 8297 SW 7'-8' (90' PRECAST 779 B83 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 66D 1056 1523 2084 2795 MI 5D17 10'-6'(1261 PRECAST 503 556 895 1 1270 1706 2236 2893 3747 1l'-4-(13n PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4-(1601 PRECAST 373 417 645 893 1170 1485 1852 22115 14'-0'(16131 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4(2081 PRECAST N.R. 1 299 1 455 1 620 794 985 1198 1437 THE NUUBERS 91 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS man- DRFf:6QT ICJ mmi Q 4MR141 " SAFE LOAD PLF LENG7H TYPE BUB 8FB RCMU S-6- (421 PRECAST 587 1055 596 4'-e (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6- (781 PRECAST 253 496 167 r-6- (901 PRECAST 222 367 116 9'-4- (112' PRECAST 173 352 74 10'-6'(128' PRECAST 151 276 58 11'-4'(13n PRECAST 139 311 49 12'-0'(1441 PRECAST 131 277 44 13'-4'(16(f) PRECAST 117 223 35 14'-e (16n PRECAST ill 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE IS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS MT-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-IT 6F12-111F166-IT M0-1T 6F24-1i 6F28-lT 6F32-IT 3'-E- (42' PRECAST 1412 2074 2715 3356 3997 JIM 5279 4'-0' (481 PRECAST 1225 1BDO 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1033 1692 Z084 2577 3069 3562 4055 5'-10'(70' PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437 N 1777 2117 2457 2797 7'-8' (90' PRECAST 648 86304 124909 1544 N 1840 21351d 2431 9'-4- (112-) PRECAST 575 571" 980 w 1252 PC 1492J 1732 1972 1T-6'(1261 PRECAST 514 462cm 787 1121 pt 1339 1551 1766 1l'-4-(136' PRECAST 474 404 6&5 985 1213 1112 1645 12'-0-(1+41 PRECAST 454 367 819 888 1093 1299 1506 13'-4'(160') PRECAST 402 308 516 738 906 1078 1247 Im l4' D.(1681 PRECAST 368 05 475 677 832 9B9 1145 1r-4'(2081 PRECAST 253 M 208 M_SMJ 475 j 535 j 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FDR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCTMVLUn aw C*"O S with fEa FID Wda 8.U!%Cade Aeec—O"? au PRODUOrRUYLSOD O campi - ic.Wlh ChoBWfecdNN+ on= Fla+ida hmtF% -- -7."T y. •^Ri''; CRAIGPARRINO '!8 gVAL;`, sEFRp214Ca 9 h - prunl EP PLP.F-MNO.44756 mmCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FU MM CUUI-u MW m MW MW T suer, Kts. our, A4Ju 1 =KM IT: M r"t1utC, M - M W. arc I WWWQM W12 SRET 2 Cr 3 U. E. 44 kTv1d SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS r-44@M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12F8-29 IZF12-29 12n6-M 12F20-20 ItRt-2B 12F2E ZB f2FS2-ZB S-6' (421 PRECAST 3428 50DO SW 761g 9352 11060 12755 14438 4'-0" (48' PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4'-6- (541 PRECAST 2396 3464 53N 7619 9352 11060 17755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 144 1 6'-6' (701 PRECAST 1383 1988 2879 4196 6421 IM32 12755 144 7'-e (90' PRECAST 1138 1628 2131 3218 4676 B756 9763 13521) 9'-4' (112' PRECAST 795 1216 1535 2230 3083 4167 5593 75520 10'-0'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 M ID 11'-4'(1361 PRECAST 518 945 1162 1649 2218 2893 3719 4746 12'-0'(1441 PRECAST 456 978 1073 1513 1 2020 2817 3333 1 4206 13'-4-(1601 PRECAST 359 767 a 926 1294 1709 2188 2743 3409 01 14'-O'(168') PRECAST 321 720p 865 1204 1584 2017 2451 31061 17'-4" (2081 PRECAST N R 451, 631 581 1141p 1428p 1750 2102 19',4'(232' PRECAST N.R. 343 477, 700 926 1152 1380 1609 SAFE LATERAL LGADS FOR it PRECAST U41NTELS 1 SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU 3'-0' (421 PRECAST 1296 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6' (341 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2187 1 7'-6' (90' PRECAST 474 1771 914 9'-4- (1120 PRECAST 355 11326 580, 10'-8'(126") PRECAST 306 1143 454, 11'-4' (1-W) PRECAST 278 1041 38 12'-0'(1441 PRECAST 280 971 34 IS-4-(160o PRECAST 229 857 278 14'-O'(16n PRECAST 216 809 251 17'-4' (2081 PRESTRESSED N.R. 6:::33 16 4"(2321 PRESTRESSED N.R. 534 130 1) 111E WMIS W PMWKS6 AM PEMW REMXIM'' S MR am uu,wu. MUM Co WADE 40 FIELD AM RMVL SEE WIER4L HOIE R0. 4 SAFE LATERAL WADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 12- Pprr.ART.41- I7FnFRS nnno 11.1 IMTPI c 4MM4 m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM 120-28 MIO 121M- 12RM- W*H 12RF26 12W.M 4'-e (521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'-6" (54') PRECAST 2319 2740 5468 7584 MO 11669 13679 15679 5'-8" (6n PRECAST 1347 1841 35M 6395 9640 11669 13679 15W% 5'-10'(701 PRECAST 1259 1758 3361 5954 935E 11669 13579 15 6'-8- (80) PRECAST 924 1 1430 12M 1 4415 594 1 1 1480q 7'-e (901 PRECAST 703 1203 2157 3494 5259 7922 9 1132>3 9'-e (1181 PRECAST US 843 1451 2157 32CO 4427 5417 6380 A THE FDIWZ III PARDRESIS ARE PMW TAU¢ FOR WX 40 FIELD AM RaVJL SEE MOM NOTE IA 4 C" SAFELOAD PLF LENGTH NPE12RU6'12RF6RCMUIt 4'-e (52' PRECAST 1295 3592 258 4'-r. (54' PRECAST 1213 3458 2417 5'-6' (68' PRECAST 784 2236 165 5'-10"(70' PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 117 7'-e (90' PRECAST 504 1438 914 9'-8' (1161 PRECAST 355 1011 9" PROWFC.rMvfg,, BoF Vtvify Cho F7,6 Acaepyom r!o / 7- o g 2 /. TnFioA Da,o'7_ B g? 1 j1 A 4? 1 RCrpFiv SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4cmr+m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12F5-21 12F12-2I 12F16-2T 12F20-2T 12F24-17 21 32-2i 3'-6- (42') PRECAST 2752 4287 5613 6938 8254 95M 10915 4'-0' (48") PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7355 8384 T-10'(700 PRECAST 1623 2527 331D 4092 4875 5658 5441 6'-e (78' PRECAST 1444 2269,A 2972 305 4378 5081 5784 7'-6' (90' PRECAST 1267, 1767 3194 3BO6M 4417 3028 9'-4- (112) PRECAST 1028 117 2006 2590 3087 3593 4079 10'-6'(126) PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(136) PRECAST 858 B29 7404 7982 2447 290 3384 te-0"(1441 PRECAST 814 753 1269 1788 220IJ 2618 3032 13'-4'(160I PRECAST 678 633 1057 1485 1826 2189 2513 14'-O'(16n PRECAST 622 566 974 1365 1679 1993 2309 lY-4"(2081 PRECAST 434 427 695 964 1182 PRECST 366 3701 593 817 1002 14]02,162319'-4"Wn 1372 1) THE IDAIRFRS Rf PAWM ESIS ARE POWIT REOUC W FDR GRADE 40 FIELD ADDED CiE81A. SEE GEWAROTE M 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR U-LNTELS Wv. 4M" SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE INF6-2F 12RFIO- 12AFI4-2 12RF16 2 17Af22-2 12RF26 12RF30- 4'-- 4" (521 PRECAST 1626 2685 3746 4806 5867 692E 7989 4'- e (541 PRECAST 1558 2582 3602 4623 5643 8564 7684 6n PRECAST 1210 2D42 2850 3658 4466 5273 6D81 5'- 10"(70' PRECAST 1173 1984 2789 3553 4338 5123 5908 8'- 8' (801 PRECAST 10201 1538 2426 to 3114 3802 4489 5177 7'- 6" (9n PRECAST 904 M 1226 21630,2775J 33904 4003 4817 fg:- e (1151 PRECAST 703 oe 771 1472= 2181 26f,3Qjj 3145J 3628 447 T F 1t PARLRDOSS ARE RfIS= REDHGTIM FOR ADDED PEDOL SEE 0F109 NINE NO. 4 MODUCPMism DniCtlQS G r& 1h, FFmfda AcmpCn. No -o o ,03 1R1 P.'N,441 0CRR9D0 lnYbnl3'Ten ss/ ONAI,,, ` FN6FI i11 33584 mda et DDF, CAST-CRETE 4'f, 6" & 12" LINTEL SAFE LOAD TABLES FEE Rum DrsaaT-u WWII rr, JMU AEMW I slue ILT.% IOD. RD. 3J MtAMt•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, }loom 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) vnviv.miamidade gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AID) This NOA shall not be valid after the "expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ]f this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. MEIMIMIA M •DADE COUNOA No. 17-0821.I9NTYk d&,/-,Expiration Date: 05/21/2022 NEWApproval Date: 09/28/2017Oq / ZglZo J Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 94 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-AM19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #844D0749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-A,120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. d. - 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-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. tl, g. /V/Z 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 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. eimy 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, #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 91.4-0903.02 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. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 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 of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated danuoy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 1 CIYeimy A. Maisr 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. A-14 W, dzzz- elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 J wi T^__.-.r to +. )'.y`• S r.fih`,•-•-`•";. li".'`'4 .'FkA'L ii i':.':t.^:3:c,",;•G-;zsW'°;,/;,tr:lSri;;;,r,'r....jS T,, i._,'- i"_ jll n TYPE "A" STIRRUP t 7 32"APSBAR + S U 6 1 8 STIR UR_ P ETA LS ra Ft" PRFSTRFSSrD U-LINTEL DATA 'TABLE sn"c'fuo m 2J=7iiGr,aFlt3 ic ii[L sQ,0 1F1C+nm/V`Jf1L^v its iC,is ff1G•S1s7Q'1ESF7T iICIiF7tt 7JitiGl Sl i ifil• fCCSi1 s.>..r, ilE! t/c'.Tt O'ii t:I..S7 iSi! if3S6_Ys Q fRr`.1''•,7ii'If1I®ism', 1 Ji. WWI m. f\"'i 8" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE n;i7cC I5%11 1NI 7T•i' fliii Y•7i11'%ti!!1\ 1 IMI5.^.''1'1', iiIL LSYJa[fli'fl•2il9i f me m n r nnr,L:v n o WEC Us7€iiE1G'7L<1JFF1.:1!!.F?!!i/ t' nmudg L7to VG CtSs[Lir[347tii'1ris: JiTYw.l', 4am"tdUAIMs.7/. SQ>i is:Y i1L•L• ilil'Jfaim':illTinr'"1C/EY3:.7CiCci©©v sszr[ai[3rn+se arrs s::ii 4' CSIr,aGeSi[Cvnrlilr• r11 E,7 T I,rimar'Limm H){IY1:I4tY1 ,t'tJi' LITij.. i Itl:•asl trt.: dx= . Faiaa==r. AM1 :{• aflllllt nl tµ[pC 1904. r=Agr t 16 = RWFMM CAM FMUMH IMM m w mi•r rnlrvl mry R Ou 71-7Z%.ls n REniwRt»io ucF rAertGAno uooEi MORUtDIIGI YVTI "Vo C i'AOUOm FOIL 11AMW Af MA1. R O FWE= R cmff li Lm Alm WWI a FngcO m OIS[L= Tdi w TAc face =lTo cum or vsF-amE ITIL ma um 1. i.9¢UM arm; 71n WX Atilt ASIq N. l4 w WM M TOM MOM Of A AID f ®ll atAA[ w NN Nih• J/ta Otil l0!!-AIAAAAIpA IRJftfalRo Im =0 is llumn 3vam Nto11 om FIN OF I1O X070 0 am me mutuOO1W1117F10t1i MUD ASN A41L A0. Of SUXVM /. TNT n¢ A[ u=w t= ymM1 now A fm " a. Cap= <LW 11 f. - wo m 101 r FAW " co. fcAlamuO 11ATnq V... rb Itd All a S/ rGW= Of NWKOVTIt FWW r1Ar1acAAFA !OI IOTGA my% OF n0emr U& K um of UN s. Om1Al. r1AtiQ57 It>aa - 6m t lr• W rtlrsnmm Uun AmlmKom GAO[ 6 ro TO MW Mn AM AtMM Faat 06 ENs• •. moaucrurvoa) VMUft t% 7 R. tooyll Co4ul7htir Flo.4b AID o D3,44. EO 7`• 6>p Uon lllfa o old CRAM PARRNO am CR WO Rl • '.' SE}7#ii, FL 3W • FL RE. LIC. NUAM CAST-CRETE 8" LINTEL FABRICATION DETAILS SAFE It QACF t2Da%nT v i nen1: FnR a• PRF[:A5T R PRF33TRFSSED U.LJNIFL9 a.>mzn oocamrL.ae Air Oimm'; . SAFE UPLIFT LOADS FOR 0' PRECAST& PRESTRESSED U4.AITELS 4 mw SAFE LOAD - POUNDS PER LWEARFOOT TYPE LENr3T14 81R3 WZ-4 5 va-12 12-0a 6n2-te aria-® 61" 5P30-09 xa19 6rx4-ae erz4 le xe-0e orate eFa2 a® eFsz-ta 3'-8" h PRECAST21 2231 J069 3712 ai63 nm 1 2sa: 10051 SOt9 46W 113 7547 U74 I0394 IIM M-0' (48 PREC>vSi 7968 mt1 1 3W 4s90 reel 7111 8197 2n3 Ins nu 7547 U74 10394 Ilan 4'-6' (541 • PRETAtiT 1599 19n 2HO 2031 3753 4579 61m Int 2169 4375 8113 75R U71 1=4 It609 5 -4' 64 PRECAST 1217 t349 14M On 75M 31LI mu im W3 309E 5365 7547 7342 ma3 10127 6'-f0-(T0 PRETi15f 10a2 Uos 117s 631 2M 2349 Jam 347E 1461 2m2 436E 61 70t 13a 6'-6' (78') PREI= 908 122 21 3011 3707 43U 6011 1238 2177 3W SRI MM axis Y-a 9 PRECAST . 743 roll VM 26n 2m6 3191 3156 1011 I 2c61 3a91 5181 N67 64n 9'-4' (112 PRECAST 554 to 1160 IRS 2524 34A 1016 3a02 762 1245 160 251E 3435 emo 10'-6'(126 PRECAST 475 su 1241 2a93 2777 2183 2b76 w 1052 1533 7W 2791 4734 11'-4•(136') PRECAST 362 S1z 945 um 1841 2423 3117 4M 362 945 136E ta46 2423 3127 4006 1Y-0' 144 PRECAST 337 54a 373 f254 ISM 2193 r505 3W 540 03 1254 16M 2123 Iaas 3552 13-4" 1 PRECAST 296 471 75S 107a 1,W IW5 NIS 25M 471 765 IW5 117a 163E 23f5 xna) 14'-0'(168 PRECAST 279 424 7» 70a2 1328 IS97 2127 200 442 701 10a2F. 132A 1617 2127 2W 14'-0'(1760 PRESTRESSED O tw 7m 0R tm w4 N1 455 7a3 137E 1001 2047243 1b 17 271i 15'-4'(1W)PRESTRESSED N.R. n R6 to R1 Na IQ 4R 710 175E 1711 tma 732E x31J 17-4' (208' PRESTRESSED NA, m rm let N5 mt a1 3w Ha 950 1328 IN9 160 2DR 19'-i'(232') PRESTRESSED N mt RR Im MR 1037 a2 1515 INS 21' +'(2561 PIESTRESSEO 114 13% 14t52Y-0' 264) PRESTR=ED MRR R11 1f1t 761 IOR Im5 lag24'-O'(288') PRESTAESSTD 15 tR as4 1 e84 1 1o92 tm SAFE LOAD PLF LEN13T}i TYPE 8UB 8F8 R MU 3'-e (4»• PRECAST 1025 1024 1598 4'-0' (481 PRECAST 785 763 1309 4'-6' ,(541 PRECAST 592 591 1073 5'-4' (541 PRECAST 411 411 745 9'-10'(7D) PRECAST 340 339 616 6'-6" (781 PRECAST 507 721 490 7'-6' On PRECAST 424 534 363 9'-4' (112j PRECAST J26. 512r13710'-e(126') PRECAST 284 401 11'-4' (136' PRECAST 260 457 12'-0"(1441 PRECAST 244 402 160') PRECAST 217 1 324 110 14!-0'(1681 PRECAST 205 1 293 100 14!-6'(176jPRFSTRFM 1 N.R. 2M 91 IV-4'(1B4') PRESTRESSED N.R. 259 B3 11-4'(208 PRFSTREM N.R. 194 64 W-4123n PRESTRESSED N.R. 148 52 21'-4' (2561 PRESTRESSED N,R. 125 42 2Z-O' (264•' PRESTRE35iD N.R. 116 40 24'-0'(=I PRFSMM D I4-R. 91 33 4f)mm' SAFE LOAD- POUNDS PER LWEARFOOT TYPE LENGTH ws-rt ar D 8nrr1r 4T 6F24-Ir UU-tt EMIT ara-ir utz-a o16.27 I 920-V vt4 z ms a e7sz-2r 3,-a' 4 EfiEtAsi29 lays Im 4 4394 5a3 7m1 Ism 2055 3W 4324 SW 6132 7001 4'-0' (497 PRECAST I= 23M 3WU15 5 t0711 13M 2.w5 3040 at5 00 a32s 9071 4'-6" (6q PR&A§r 11317 200 2m7 3373 4043 4711 637a 1207 204E 2)07 3375 40R 4711 ISM 6'-4" (84j PRECAST Me 171` 227E 2113a A96 t 45n t0t0 1716 1 227E 2a36 311 4M 5-1a'(7o PRECAST 509 tW 2s93 3107 41M 21 t517 2060 2»3 3 t33 5'—a' (781 PRECAST a Hm ssa T15t 37 635 1407 2790 3251 3712 7-6' (90') PRECAST. 777 1 1634 2025 24a 2ffi Sim 717 1224 1624 2025 2421 2a27 32m 9'-4' (112 PRB71Si Of Tat t176 1474 AI6 2 ism 1 m I315 Is* ion 94 wif 11Y-0 (12aj PRECAST bm IOa 9i6 tun 1411 t= mn 630 695 uaO 1172 rm 20.55 234E 11'-4 (136) PREC41Sf 474 Om 1037 1a 1513 1751 494 am VK Ian 1943 I915 2IS 1Y-0' 144 PRECAST 470 4S5 724 92 11 139 1565 4m 550 94D I= ISn 01 2075 13'-4'(160% PKW ue xa 607 7a5 964 1143 13M 428. 400 AD 1LS9 fa I 19a7 IV-O'(168') PRECAST xt 32 590 724 n9 1054 1220 410 423 m 111E 13Ss I552 1tm 14-0"(176 PRESTRESSEa sm mz as me 1131 241 39s 1S3 oao I 1516 1734 PRESTRESSED 221 313 456 6a 769 911 1054 73D 393 013 boa 121 14m 641 17'-4'(2061 PRESTFESW gi in306 WO fj 740 A 1Q5 tat 473 19'-4't2321 PRFSTRtSSM lee 2a 345 tA 447 1&1 547 n 747 1n 03 429 d 341 ud 141 fts 1052 12V 21'-4'(25n PRFSTW.SSEO lit 204 J07 397 60 561 fiz 141 M J71 537 nl 903 IOTA 22'-a' (264' PRESTRESSED 137 117 Ig a5 1 1 548 am 137 223 m p m 933 n9 24'•-0' (28H' PRESTRESSED 124 I 0 267 342 19 492 W 124 292 J19 43S A 6Ta THE NU,BEAS IN PA1E?EDm ARE PERCENT RODUCTIO•`4S MR GRADE 40 ' SEE OEKRAL NOTE NO. I OY SIM 3 OF 3. U) It ip 55 ARE PERCERT NUUUILMS MR c11AUt 40 FIELD ADDED RFEAR SEE GENERAL NOTE MO. 4 ON SHEET 3 OF 3. PAODGCTRRIWED PRIM cr ``" ' ., GPOk NOTE N0, 4 ON SHEET 3 OF 3. PRODUCT RUVISED ma.Oy.,B„dm ow Pi®dt "`0nw4 4e1vtN0,. ` (A'_ CEN / 7 PR00Uc r ommpll'0 rlthftFlodd6 Bddr4CO& E me0Ced9 Edda 7'9 MI1ho0WdnItdldingcede v,,,.. r1,)j-o227•/$' ;Anmmuo= 0Aae0°7J%oZny • 7k± Ani9leacaEb -e o By E 2Z TE y. _ .ONSPA(TFDNO 'z uQy{ %• r` W24CR679 RA1. NOTES - SHEET 3 OF 3 6 Ca11o1 M .' C ti R 1 •'01? ' BEFFNER. R- a D4 CL Lil ' j[ Ft, 5i41• • 1" i 147"I: U1af4QSlf4a;Uf[5C111(i 1!,YLT. - y 1 , YLIE. NI[ : Jl ly:7t1 Za7F [ 1: 9l`CYL IJ11'r. -7 S.ll' ., \ 1f'3SiEt lam) F. II.71y511: 171?(9'LC[h i A//Il'1' RRr ' _ r , \. GAIN91Ht13l119.1; TalF9T41; SAFE GRAVITY LOADS FOR B" PRECAST WI r RECESS DUOR U-LINTELS 44 YYY SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENGTH - 81K16 M"M SFI 01F1 eerto-t m63o- 668-1a e1FIo-ID 01F41-I tl9Frt -1 1W22-1 ma -so wm-ta 521 PRECAST 1635 1742 33M 4UG 5421 SIM M 1891 sm 5201 sm 8m 0471 f0593 4'-8' PRE> AST 1494 1593 30113 2992 3965 4245 U24 M 1150 9 5201 M WW 1470 IOM 5'-8' (66') PRECAST 8q6 trio I7M 1716 2V7 2& W44111.1p W0 1117 iW 4567 ISM 60 311 5-1D"(70 PREiiIST 810 e59 ISM 1600 2124 2 449 700111323n42426631 oe6'-e' 80') FREiJtiST 797 3120 5040 7747M9011I12S31205W 79157-6' 9D') PRE)CASf 669 755 1490 24W 3775 b7 362375514902459377667439' 0'(118' PRECAST 41146e 9111 151a 2253 3iZ9 1486268915M12533121.1 THE NIIHRtRS N PAREMHESS ARE PERCENT REDUCT10N5 FOR GRADE 40 FIELD ADDED REBNL SEE GERERAL NOTE NO. 4 U RLATERALLOAABFOR 0.• btILnA4T -d 9+ tmreaa vinnn I rA rNym A C SAFE LOAD PLF LENGTH TYPE8RU6 8RF6 R* V-44 (521 PRECAST 758 757 1164 4'-8' (541 PIIfCAST 694 693 1073 5'-8' (88") PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-8' (801 PRECAST 595 788 464 7'-6' (90') PIMST 509 674 363 r9'-8' (118) PRECAST 370 AM214 SEE GENEIK NOTE 18 GENERAL MIoI° TES 121 kld. u0 +dofrrL9 9n•Poy le.°emu d Ih. enE. I. o per w r I!(Uimml.Ilt-a{r91080 p.lv rg{. 3 OID ,01+ .Jmr..w'uln ,e, 7 13) 11urdnkdW idea d 1sh4 0 u vfmv ..mow{. .m ben WYp .I dem.. ..aad.K. idE 76[tl G 4cwv .01, ypo.r ca[ {} dr.m6 IN0 n /ASSvvll Ms GGI.M iv IV W, •db..bdolcr Icr 1.4d (I od) Iht ..dq 0n folml q•.0rad c q droN AM M11 W.S. MWe rekWkn 1lvyeA.TOI l9D 1yAd H v t IA 8 ivy a ay ey}q, 2) AT eals Id Sd. I'°b Fr 'lyrj A0_ p1 m M e.hlrlAisM7wtffi V `w.v9 +else S.r. va8rtl bad . IafmiLi MI 10 rotGWOB& Gdd bf*b wt Alta as .1. bed (°m nod bw 114W iR ra furl IrG,b wt Sma iU as Imd ban AW bnW k A da.". 3) Fred. W xMUr Ir and MA JAW. 17) S.T. Im& a. WfdLTr 4 .&X th kra 4 nie4i0q d Aa .In W. pacedavA.dYn I.r pd 10 S.I. krf boa n W dwp mdA. Fu Ip ON °ad AG 74 henJr i/15I w3trtGa 4• H71pe 1 W ln ml fa) w . Mvdi'mwary ha9.P4) 0r U Sea 6.Id ddmw p FR.n11m hwlrra joy; mb DA4' .ad kqv mab pomab l(f00 Idh.kam! W FWd. 1.2ft m ew0yi su-Mtbe FIxi3a Qr; r= r9a411 n 4Pwwa u3 Cbda 1) show VW mdb as rwh& Aresptawct rib -O 22 7) On 17 w6or ny t. 9e.8btr for be /s «boa. 0wbm. d d dAd ° A ra,Q* n'm U. «d.l.dvd DY raa. d •+72rt. 10) m - N.I add 11) 0.0a. 94d a" rd-r b W Loft d th b w .1 W Uhl c.027. 1/2' UR IV SAFE. UPLIFT LOADS FOR 8" PRECASTw12° RECESS DOOR U-LINTELS 4 — 40-m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH mt lT W-1 SM4-1 IA-r n e1Dn W30-0 awa zr emo- Wv14-21 alMa WV esF21- 6atr3a- A'- 4°. (52' PRECAST ism 2m JOSS 3751 440 540 BDS I= 2362 3059 I 4445 5140 4'- If (54 PRFfAST w 1604 2272 2939 w 42T5 00 ae7 1EID4 Z02 2M 3W7 4273 4943 5'-" ( 6n PiMA.ST 676 12Me 1797 232e m Z154 m 3m 3911 S75 IM 1797 2sre 2D54 33d2 3311 5'- 10'(WO PRECAST 655 1207 174e 22MW 2773 32a6 2729 655 1237 1740 2W 27n 6 2729 6'- 8- (80' PRETAST sT0 929 1 I9W 2429 79 Un 570 IOW 15M 19 0 24S 299 3329 7 - 6' (90') PRECAST I364 • 1 2168 26l7 2US t742 6911364 r7e3 2fBG 2567tf 9'- 6' (1I6 PRFfA4i fie 11s 12zz K 21W 395 fie6 f.7. lase 1 SDIe 2331 t) THE NUMDERS N P904OIFSLS ARE PMCW ROOMMS FOR GRADE 4D FIF].D ADDED REBAR. SEE GOrERAL NOSE NO. 4 TYPE DESIGNATION 4 Al r7 lIM[ i WA1T n n - BF15--1 B/1T gg a ~ lrl IR= 1 7R F4 Fi 15 MR A7 IOF SEE SAFE UJ14tQ LOAD + • SABIiS FW LOW Rlam BF28 pwa 6" Awmr FULL cXEW _ PRODt7CrumoWEa a.(•e411O0trW mePrdrld0 ` j5 FfOAR edd>ny Oado 1..1OR6O 191 p) 100'0 t-,n• J` CIOVf js 18Ut A ronmt PRODUCT of Lm rADY y53 .44 m RGVISM Wf1R1 R[ 2MCW Aen9C FfmNOtb A Ul,>t7. m Dlyb, g with floc F7arid: r Typryµl f?U EN' ,sdrwrocada 0.44 . 1 1 Ir1ODUd7rRavu103 2 p ytneu101 Tho PlorNe Q F d; yb CN24O6M uu fbncnl oZ tab Dma Q34 R 7D R , SEFFK .FLM ae Ch IiC. 7i3ii lTiiG3 /ir:1:f6YIdfYG1E rar: nr> irn4zslii.l:.r r .rl ria-ra471y.11101. l[O n.n xy ;;' , i'._,.;'Ix, • i, : -°;1t r.:ia rera 1r:2 rirL la4 4,r zy x f7. rr - • ir.,ra:re5'sFa a 7,i;Jf +sricrl . a A ir,a:« lnaaas_tl:va•F4•+u;. I:VwtliG _ ''n"t "' COUNTY OF SEMINOLE `4 " - IMPACT FEE STATEMENT ` STATEMENT NUMBER: 18100001 DATE: February 28, 2018 BUILDING APPLICATION #: 18-10000179 ` O I BUILDING PERMIT NUMBER: 18-10000179 UNIT ADDRESS: WAXWING WAY 2419 LOT 166 17-20-31-502-0000-1660 TRAFFIC ZONE•022 JURISDICTION: q q 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: 2419 WAXWING WAY / LOT 166 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE f 14 CITY OF SkNFORD FIRE: DEPAR'rhitNT Building & Fire Prevention Division PERMIT APPLICA TION Application No: I S -/ 1 J Documented Construction Value: S 5070.00 Job Address: 2419 Waxwing Way Historic District: Yes NoWl Parcel ID: 17-20-31-502-0000-1660 Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: HVAC New construction equipment with duct work. Plan Review Contact Person: Connie Kulp Phone:407-886-3729 Fax:407-781-1654 Name Starlight Homes / AWH Title: Exec Admin Email: Connie@energyair.com Property Owner Information Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: Resident of property?: NO Contractor Information Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-781-1654 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Print Owner/Agent's Name Date Signature of Notary-Statc of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Dale Prin tractor/Agcnt's Na e Sig r o N t S t o F or-da Date W •W Notary Public State of Florida Connie Lee Kulp 9 I • My Commission GG 145696 OoJnd Expires 10/20/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application vi„ vnvu Job #: 34709 Date: 1 /2G/2018 146001 ISubdivision I Phase I Bld I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 166 2419 Waxwing WayADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford IFIL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 2260 MagellanModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP03GL00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03600G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd A Int Closet Filter Base AHU LocationPermitInformation: 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 Coir 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 Efficiency EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty i Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 402.56 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZDG B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.98 24.95 Rou hin 2,500.00 04-Installation Labor 27.30 409.43 06-Piping Labor 7.00 119.00 Trim 2,500.00 14-Kitchen Vent Trim 02-Material/Tax 1,274.65 01-Equipment/Tax 1,482.48 Permit 70.00 110.0009-Permit/Other 011-Delivery Labor 1.42 17.95 20-Pull Material Labor 2.85 35.91 Total Contract: 5 070.00 1 2-Startup Labor 2.50 42.50 SITE ID: 391353 LOT: 100 BLOCK HOUSE: 2419 STREET: WAXWING WY CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTM: 9MTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/182017 PROGRAM: HERS11W% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2419 WAXWING WY, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Ravelle DATE: 1202018 PlumbIna I Scan TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel(fully asketsd and Insulated) X 5.2 Attic tiro own Stair (fully gasketGd and Insulated) X 5.4 Recessed LightingLightIngFixtures (ICAT labeled and sealed to ell X 5. 5 Whole -house Fan Insulated ga3kated to the opening X 7. 3 Fresh air ventilation Installed per program specs X Blwer Door BD T et 80, Actual Room Pre"ure Test BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SO. CODE SHELL SO. N 0' WA 19,508 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of Shell CODE of Shell 0 12,276 7 1. 749 15.38 Meter* Mot 8dm, 1 0 1 Bdrm 21 0 1 Bdrm 3 1 0 Bdrm 5 0 Rm 1 0 R. 3 0 1 Oliver 1 0 Bdrm 4 0 Rm 2 0 CO Detectors Energy Stu Oua1M W lances? Efficient Lighting Pwkap? X 80 or > Of Hardwired LlghtB Must Be CFL Or LED X Low Flow Faucets, Tollets etc? X Programmable Thermostat? X Co. If d Green Program Level R"Wres Vbwl Inspection Mechanical System Item Location Muodacbser Name Model M1 Model 02 Model 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM i FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO36 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER FB4CNP038 PUMP SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT- VALUES COMMMENT M OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Htg 5.38 CI : 5.38 ACH 50 Pascale FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL ff REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION # OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRS/DAYSPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % OF CFL'S PRIF INTERIOR % LEDS PRIF INTERIOR % OF PIN -BASED PRIF EXTERIOR FIXTURES % OF CFUS PRIF EXTERIOR FIXTURES % OF LED'S PRIF GARAGE FIXTURES % OF CFUS PRIF GARAGE FIXTURES % OF LED S PRIF DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: Dm RwtlM DATE: 12121/2018 TOTAL CONDITIONED FLOOR AREA CFA SO 0 2,280FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 2,260 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 181 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 49 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE In lnity% 2.17% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 271 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaNX 0.00% CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET 0 ( CFM25)ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGEEW7 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM4TOTALDUCTLEAKAGE(% OF CFM25) TARGET (CFM25) ACTUAL . CFA) ACTUAL mm7d RUILDING SPECIFICATIONS WWIUDINGICBARXMI RISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT DUCT LEAKAGE TO OUTSIDE REM INA 0A22 CF,M25 / CFA 7 TOTAL DUCT LEAKAGE REM S 1R INA Y4,yr At12 CF,M25,/ CEA"Z FLOW RING PRIF This certificate is presented to Dave ReveYe for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guideline.< Uop0BUIld,HomeServices RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager• property of TopBudd Home Senaces 04/ 05/2019 Certification Expires TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 2,260 ft 2 Permit Date/No.: Conditioned Volume: 19,508 ft 3 IECC Version: 2009 Property Address: 2419 Waxwing Wy, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Alr Leakage) Blower Door Test 12212018 Measured Air Leakage: 1749 CFM @50Pa Result: PASS Air Infiltration: 5.38 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Dud Blaster Test 12212018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Targets 12.00% Phase Post Construction CFA: 2,260 ft 2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A Digitally signed by Dave Revelle Date: 2018,12,21 12:34,01 EST Rater Of Record: %, , n , CN=Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, OU, L 6 (vLu d4r EMAILADDRESS=dave.revelle 12/21/2018 @topbuild com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc, the opportunity to provide the above services for you. Please feel free to contact me with any questions. MoRTCAaQ ySincerely, Dave Revelle 2` O y- ;A\v - \\` a Cell. (386) 681-7452 A dave.revelle@topbulld.com W SS 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 I a. 1 9" 9 z This form was generated flom EFL Project Manager, property of TopBuild Home SeMoes, Inc V 9CCgC'o1to.`« FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2419 Waxwing Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2419 Waxwing Wy (Lot 166) Jurisdiction: Cond Floor Area: 2260 Cond. Volume: 19508 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50)- 1749 Rinnla nr Multi Pnint Tact flat, HOUSE PRESSURE FLOW: 1 50 Pa 1749 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: EgLA: ACH: SLA: ACH(50) 96 227 5.38 04 5.38 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402 4 1.2. Digitally signed by Dave Revelle Date: 2018.12.21 12:34:22 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDR ESS=dave. revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 12/21 /2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official BUILDING OFFICIAL: DATE: Thank you for allowing TopBuld the opportunity to provide the above services for you. Please feel free to contact me with any questions 10/25/2017 391353EFL Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2419 Waxwing Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 49 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct Sum lines 1-4 49 System Leakage Divide by 2260 Total Conditioned Floor Area) 0.0217 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digitally signed by Dave Revelle Date. 2018 12.21 12 34.17 EST CN=Dave Revelle, O=TopBuild Rater Of Record: r Home Services, OU, Printed Name: w ave Rev ll6bwId COm, c=us RESNET #: 4311088 Date: 12/21 /2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: KKE STgTFO CODwwst') Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 391353EFL Standard Disclosure Fk-" L -T-1 5- .- For home located at Lot 166 2419 Waxwing Wy, Sanford, FL 32771 City: Sanford State: FL 1. X The Rater or Raters employer is receiving a fee for providing the rating on this home. 2. X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer is in the Rater Rater Rater Rater Rater Rater Rater business of: Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Rater's Printed Name / Di-o-4. Raters Signature RESNET #: 4311088 Certification # December 21, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. ao1gcacci I/J- - ff Z- Jet Stream® Ultra Blowing Wool Insulation Attic and Cavity Wall Card tsarrs ano tsianiii When installed in accordance with the manufacturer's recommendations, Knauf Insulation balls and blankets will provide the full R-value. R-Value` Minimum Thickness To obtain on insulation resistance R-Value) of: Installed Insulation should not be less than: R49 13.75" R-38HD 10.25" R-38 12.00' R-30HD 8.25" R-30 10.00" R-26 9.00, R-22 6.50" R-21HD 5.50, R-19 6.25- R-15HD 3.50" R-13 3.50' R-11 3.50" R-8 2.50" R-16 in a 5 5' tawny. Conforms to ASTM C 665 and Federal Specification HH-1-521F. Framing Adjustment To compensate for framing members, the number of bags per 1.000 sq. ft. of area to be insulated should be as shown below. R-Value Joist Dimensions Bags/MSF 16" O.C. Framing Bags/MSF 24" O.C. Framing R-60 2x4 29.2 29.4 2x6 289 29.1 2x8 28.6 28.9 2x4 23.0 23.2 R-49 2x6 22.7 22.9 2x8 22.4 22.7 2x4 20.4 20.6 R-44 2x6 20.1 20.3 2x8 19.8 20.1 2x4 17.3 17.4 R-38 2x6 17.0 17.2 2x8 16.7 17.0 R-30 2x4 13.2 13.3 2x6 12.9 13.1 2x8 1 12.6 12.9 2x4 11.3 11.4 R-26 2x6 11.0 11.2 2x8 10.8 11.0 R-22 2x4 9.3 9.5 2x6 9.1 9.3 2x8 8.8 9.1 2x4 7.9 8.1 R-19 2x6 7.7 7.9 2x8 7.4 7.7 2x4 5.3 5.4 R-13 2x6 5 0 5.2 2x8 4.8 5.0 R-11 2x4 4.3 4.4 2x6 2x8 3.8 1 4.1 m Ul [mI."nm.nt n"u GREENGUARD G"I4- Kl ImJ"wm WUN Inuaman echawd Ul Emhonm•n GREENGUAND Gold and h Ul E"•umm.m.vudol•d a b.Irm"U•Iryd• h•• Uk Erwin -It GRIENGUARD c"nifl-Ii"n hmanm" Induce..,• 1•".64 a Ul Emirou."ni GEEENGUARD rrdw& lw IM w --1 m1,Jmr Ina i"dwv air dmp Iredw v.ap• ra mo-• Inlamen"n..Iru ul loam/pg, kwyfamw 1b > iw e, h i've e4eefy Equipment Required It is recommended that a pneumatic blowing machine and a corrugated hose with a minimum''/a' Internal corrugation, a minimum length of 150'. Coils in the hose should not be less than 36' in diameter. Acceptable material feed rate is 5-35 lbs/minute. Recommended feed rate is 15.25 lbs/minute. Thermal Performance (Sidewall and Attic Application) The stal,; thermal resistance (R-value) is provided by installing in accordance with the manufacturer's instructions Failure to Install the regt::red number of bags per 1,000 square feet and exceeding the maximum square feel of coverage per bag as recommended by the label will result in lower installed R-values. Field blending of this product with other loose fill insulations is not recommended by the manufacturer. Cavity Wall Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R-Value' Bags per 1000 SF Maximum Net Minimum To obtain an The number of bags Coverage per Bag Weight per SF Cavity insulation per 1,000 square fast Contents of this The weight per square Framing Depth resistance Density of not area should not bag should not foot of installed insulation of: be less than: cover more than: should not be less than: 2"x 4' 3.50" R-15 1.8 lbs./cu. ft. 16.4 bags 61.0 sq. ft. 0.525 lbs. 2'x 6" 5.50" R-23 1.8 lbs./cu. ft. 25.8 bags 38.8 sq. ft. 0.825 lbs. 2'x 8' 7.25' R-31 1.8 lbs./cu. ft. 34.0 bags 29.4 sq. ft. 1.088 lbs. 2"x 10" 9.25" 1 P39 1.El Ibs.I— It. 43.4 bags 23.1 sq. ft. 1.388lbs. n means resistance to heal flow The higher the R-value, the greater the Insulating power. To get the marked R-value, It Is essential that this Insulation be Installed DMDedv. Open Attic Application Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R-Value" To obtain an insulation resistance (R-Value) of: Bags/ 1,000 SF The number of bags/ 1,000 SF of net area should not be loss than: Maximum Coverage Contents of this bag should not cover more than: Minimum Weight The woight/SF of Installed insulation should not bo losslhan Initial Installed Thickness Installed Insulation should not be less than: Minimum Settled Thickness'"/ Contents of this bag should not cov" ' Aore flan; R-60 29.7 33.6 SF 952 lbs. 19.750' R49 23.5 42.5 SF 753 lbs. 16.375' 16.375',! R-44 20.9 47.8 SF 670 lbs. 14.875' 14.875 R-38 17.8 56 2 SF 569 lbs. 13.000" 13.000, R-30 13.6 73.3 SF 437 lbs. 10.375' 10.375' R-26 11.8 85.0 SF 377 lbs. 9.125' 9.125' R-22 9.8 102.2 SF 313 lbs. 7.750' 7.750' R-19 8.4 119.3 SF 268 lbs. 6.750' 6.750' R-13 1 5.7 175.3 SF 183 lbs. 4.750" 4.750' R-11 4.7 210.8 SF 152 lbs. 4.000" 4.000" eag Net we1911--110 al 32 lb.., MM 31 ft. Coverage and mgddm area con. dgwmned uuV . VOWlW II Wb g MKhlne m thra g= loth 1Y gma opmng. 2.0 psi a pmW W 150-of 3' Wcmdymmgmed hose. This V01kid cmlorms 10lha Wfofmanp requrevlmD of ASTM C 764, Type I, W cancelled Federal Spedecabm HH4-1030B, Type I, Class B. R-vAues so defmNned in accordance rain C 687 W C 51S R' means resistance to heal lbw The h" the R-valus. the gielty the ImWtmg pov2r, To get the marked R-value. a Is euentlA that Ms nsulalbn be nstalcd "Wfy If yw do d yeursA1. q1 msuuc- liens end follow them wefulnot camy. Instructions do not loth Ms package Rued on Md part 2-roar se" ahrdy. the pre&ted settlemenl0 . 20year pcad .pW be I percent w Ieu Tm. amwnl of s.t10r g is therm.0y Inslgmflunl Therefore. the hlstdod W settled theknessas N ollennel/ In. urea vokr-Wbc'll is a registered trademark of UnW Builder's Insulation Statement Jet Stream Ultra has been installed in conformance with the included recommendations to provide a thermal resistancep of R-Value Thickness Attic Area R- at Inches Sloped Ceilings R- at Inches Walls R- at Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed Blowainsulation has been installed in conformance with the above recommendatons to provide an R-value of R- .` using ! bags of this insulation to cover square feet of area At a minimum thickness of inches. 1-1i 1" Insulation dDniractor (signature) Company Date Home Builder (signature) Company Date The coverage Information on this Attic/Sidewall card applies to the entire United States (including Minnesota). www.knaufinsulation.us Knaut Insulation, Inc. One Knauf Drive, Shelbyville, IN 46176 Tel- (800) 825-4434 ext. 8300 FAX: (317) 398-3675 2015 Knauf Insulation. Inn„ o FINAL BOUNDARY SURVEYL fn m N WYNDHAM PRESERVE c II LOT 166t Wv a PB 81, PG 93) 00 ma al ao-- m3 U ooOD CA el WAXWING WA Y o v° 50' RIGHT—OF—WAY M = PRIVATE ROAD) S 89*40*51" W 606.15' _ PCP 86.00' CENTER UNE' PCP 3 CONCRETE 0 o CURB o a, ui CA" c CONCRETE SIDEWALK Survey Note Portions of this lot were not sodded at time of survey Building Setbacks Setbacks: Per construction plans for 1MDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 5' A14 0A rr LOT 167 LOT 168 LLB —Loon ed mint LEGEND:ADUSSD—Access/Drainage/Utilities/Sidewalkl9—Ucensed BFP—Bockflow PreventarPrevent Si ht9 Distance Easement S —Survey PRM —Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L —Florida Power & Light P —Plot FFE —Finish Floor Elevation D. Geed Book Water Meter O.R. —Official Records Book C 4 —Water Valve P.B. —Plot Book 1,r—Fire Hydrant Pg.—Page RCM —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Volvo Conc. —Concrete Cable Box SP —Brick Paver lD —Telephone Box SW —Sidewalk m —Electric Box FFE —Finished Floor Elevation Q}—utility Pole CI —Curb Inlet Guy Pole GTI —Grote Top Inlet Light Pole P.U.E.—Public Utility Easement f--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride 0 —Storm Sewer Manhole NCS —No Comer Set (Falls in Water) G —Sanitary Sewer Manhole SF —Square Feet D %Yo —Electric Hondhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAiL do DISK 01C4—Irrigotion Control Valve P.K. —Parker Kolon Nail 1' —Sign SIR —Set 1/2' Iron Rod LB7768 WX Cate Water Volvo SPKD —Set P.K. do Disk LB7768 Gas Meter FIR —Found 1/2* Iron Rod L 87768 Existing Grade FIP —found 1/2' Iron Pipe LB7768 Cl —Blow—oft Valve FPKD—Found P.K. Nail do Disk L87768 ter —Drainage Flow Direction FCM —Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 1 As—Built/Existinq GradQQ Note: Some items in above leaen 0 may not be aoolicable) n Iz CONC WALK 9'40'51 E 40.00' wA fu o: N8 15.7' N 20.7 6.0. ORCH 1 STORY RESIDENCE n n g 2419 WAXWING owni WAY FFE= 31.09 6.0 28.0 6.0' A/C PAD LOT 166 w AREA = 4,400 S.F. SOUTH BOUNDARY OF LOT 166 R 40.00' S89'40'511W ,1b 0 LOT 171 FMGD 8 ' 10' UTILITY 0 - EASEMENT (P) O O FIR LOT 165 SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements. rights-of-woy, set back lines, reservations, agreements. and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located Including, but not limited to foundations (footings). utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' a 20'. 7. All boundary line dimensions are field measured unless otherwise noted. Last Date of Field This certifies that a e4lypyr ds was made under Practice set b Surveyors code. Puti , t\gcgec l o s LOT 170 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X' DESCRIPTION: LOT 166, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida ve : 1 1 27 18 555 Winderley Place, Suite 109 hereon described property Maitland, FL 32751 rr osts the Standards of Phone: (321) 270-04404, Myrd of Professional Fax: (813) 248-2266 ly !florido Administrative Licensed Business No. LB 77W Ljprida Statutes. GeoPoint Surveying, inc. NOT VAUD 6 No. LS6915 Drawn: RCA Checked: JDL P.C.: Data File:Brt»onFmt-Pbt AND THE ORIGINAL Dote: 11/28/18 Dwg:8r6eorZ=t-WI66 Order No.: ^ URVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: r S CITY 01 ANFOIRT" Building & Fire Prevention Division PERMIT APPLIICATION Application No: l O 1 1gL", Documented Construction Value: $ 45,000 Job Address: 2419 Waxwing Way Historic District: Yes No Parcel ID: 17-20-31-502-0000-1660 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 Phone: 407-630-0119 Fax: Name Starlight Homes FL LLC. Title: Director Email. brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be pet -formed to meet standards of all laws regulating construction hi 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 Shall be inscribed with the dale of application and the code in effect as of that date: 6°i Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application N013 : 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 requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work 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 cal sl J T' 4. Signature of Contractor/Agent 15atc J o,rtcaon blbh3 Print Contractor/Agent's Name 3 Signature of No S of Florida ate Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof occupancyConstructionType: p y Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: Permit Application Revised. January 1, 2018 s CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application No: I ?- 4 `t 2- Documented Construction Value: S WG Job Address: 21-11 Historic District: Yes No Parcel ID: Residential E3 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: ' f t`e la 21 r ' `^ - - sfi I k, (,:: Plan Review Contact Person: 10UP(d (ar Title: Phone: Fax: Email: Property Owner Information Name Street: Phone: Resident of property? : City, State Zip: Contractor Information Name ( I-t c Li,, Qf t r vv l l Phone: L—Z U' Street: Fax: Ct u ( ( etc a-, - c1 City, State Zip: 3-)-P,)- -i State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: — Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y R 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 1N 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 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 inthisjurisdiction. 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: V Edition (2014) Florida Building Code Permit Application Revised: June 30, 2015 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may cfoundinthepublicrecordsofthiscounty, 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 not 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 remiI. ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of suhmiTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction Val Je, 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 Niill be done in compliance with all applicable laws regulating construction and zoning. Signature of Contractor/Agent Date Signature of O vtterJAgent Date . Print Contractor/A ent's Natne Pnnt Owmcr/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of l'lorida Date Yp•.h; : T SUS! 1JY com.0 SION 9 FF 1209CK EXPIRES AttOust 25, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is t/ Persona Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Uccupancy Use: Flood 'Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:__ COMMENTS: Permit Application Revised: June 30, 2U15 9507 Stale Road 52 4 123 Millar Road r Lv Hudson, FL 34669 I Valtico, FL 33594 r 727-663.5486 r 813-661.0707 R.J. KIEt..'i Y PLUMBING - HEATING - COOLING 9701 Bachman Road Orlando, FL 32824 407.855-2636 Established 1,973 vrxtiv.RJKietty.cam State License I? CF-G021 Page: 1 C Proposal Date: 712612017 Proposal No: 717-13530 Location: Wyndham Preserve, Sanford prepared For: Starlight Homes Florida, LLC Model: Magellan - 2260 1o64 Greenwood Blvd. Suhe 124 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance with specifications below for !ha Sum of: $7,760.0 payment to be made as follows: 40% Rough in 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to bolo plated in a v,crkmsr. like manner according to rstandard practices. Anyabove the es alteration cr mate. deviation fromspecirrcatiions below involving extra costs w xe and our upon tOw on erdo aners,d lifebecado, eqd oth rll ey.trachargeecessaryiaridurannce, ourworkers are I I agreements contingent upon strikes, accide ' r del Yr 1" r e covered by worker's compensation Ins e• LT V IL THiS PROPOSAL MAY BE %NITHLAWN IF NOT ACCEPTED IN 30 DA AUTHORIZED SIGNATURE: We hereby submit spec) l s and ,des for: Master Bath Up Sterling Accord 60x3d Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 ShowerGorber1vlaxwell21-912 1.28 While Elongated 1 ToiletByBuilderWithMoonChateau64925GhromeFaucet _- 1 Lav2ndBath Up Sterling Accord 6ox30 71140120 While With Walls And Moen Chatoeu TL183 Chrome Valve 1 TubGerberMaxwell21-912 1.28 While Elongated 1 ToiletByBuilderWithMoenChateau64925ChromeFaucetLav 3rdBath Sterling Accord 60x30 711d012U While1'dith Walls And Moor. Chateau TL;83 Cluotno Volvo Tub Gerber Maxwell21- 912 1.28 Whitc Elongate:' 1 Toilet ByBuilderWithMoenCha:oau 64925 Chrome Faucet _ 1 Lav KitchenSinkBy Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 lcemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes Water Heater 50 Gallon Elor:lrlc -- NOTE: 3aoklilling Included For Secmr 8 W ntr:r Only (Slab 3ack511ing By Others Backllow Preventers Included EXCLUSIONS NO Permit Fees Inrauded Water Piping In: CPVC 40' SLwe.r Allowance: Additional $12 per loot a0' Water Alirrvvanca; Additional $3 Per tact rreni will bo made Applies to anydirectcontractbetweenanovmorcrmtractor (r!JK) - Notice of Hen Laws - Florida Stalules 713,001.713.3'1. Acceptance of Propose e above prices, specifications and conditions are satlsfectory and hereby accepted. You are authorized to do the v.-ork as specified. Pay outlined above. I agree tpay Ireasonable eas eta lfeetorrequiresfas court costs bedihoe or dtewatathe nny yr I be an extraof legal tcharge'thhy service charge of 1 112°fe will be added alter days. Any sowertapsdeeper DATE. OF AGGEPTANC _ 3 PAGE?_:_ SIGNED. C Branch: Hudson Last Edit By: Iasi Edit Dalo: 7/27?2pt7 o SPECIFIC PURPOSE SURVEYL 3.0 N FORMBOARD) m`o u r CL WYNDHAM PRESERVE a LOT 166 u, a PB 81, PG 93) a ^ 0 ,.u7n 0J v CO Cn SALTMARSH LOOP c 50' RIGHT—OF—WAY v PRIVATE ROAD) 0D 3 ASPHALT PAVEMENT S 89*40*51 " WW 606.15' _ Pcp 86.00, CENTER LINES PCP 2' CONC 0 o CURB rn u7 O N Z N89"40'51 "E B) 40 00' 10UTILITY LOT 167 LOT 168 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' l9 - Licensed ueinese LEGEND: ADUSSD-Aecess/Drainage/Utilities/Sidewalk BFP- Backflow Preventer Distance Easement S rvey PRMermanent Ref. Monument R - ReSuported PCP -Permanent Control Point J-P/ Sight D - Description FP&L -Florida Power do Light P - Plat FFE -Finish Floor Elevation D. B.-Deed Book Water Meter O. R.-Official Records Book M-Water Valve P. B.-Plat Book V-Fire Hydrant Pg. - Page RC® -Reclaimed Water Meter Elev. - Elevation RCDG-Reclaimed Water Valve Cone. - Concrete Cable Box BP - Brick Paver ID -Telephone Box SW - Sidewalk El -Electric Box FFE - Finished Floor Elevation 0 -Utility Pole Cl - Curb Inlet Guy Pole GTI- Grote Top Inlet 9-Light Pole P. U.E.-Public Utility Easement E--Guy Anchor RCP - Reinforced Cone. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O -Storm Sewer Manhole NCS- No Corner Set (Falls in Water) G-Sanitary Sewer Manhole SF - Square Feet ENO -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean Out FMGD - MAC NAIL do DISK iCVDG-Irrigation Control Valve P. K. -Parker Kolon Nail I' -Sign SIR - Set 1/2• Iron Rod L87768 WDG-Gate Water Valve SPKD - Set P.K. k Disk L87768 Gas Meter FIR - Found 1/2" Iron Rod LB7768 11. —Existing Grade FIP- Found 1/2" Iron Pi ppe L87768 CI -Blow -off Valve FPKD - Found P.K. Nail h oisk L87768 -Drainage Flow Direction FCM- Found 4'x4' Concrete Proposed Design Grade Monument PRM L137778 Note: Some items in above leaen As-Built/Existingq Grod may net hn nenlii rnhtw I Description I Date I Dwn. Ck'd I P.C. I Order No. c F X V) N 0 Z s, mo o o. 0 U A z w 06 o. N - tJ N6. 0' 20.7 I STORY RESIDENCE 2419 WAXWING g WAY Pi FORMBOARD FFE= 31. 07 LOT 166 AREA = 4, 400 S.F. +/- S89'40' 51 LOT 171 O O O EASEMENT ( P) LOT 165 LOT 170 9 9 BUILDING LAYOUT NOTE: Contractor and owner ore to verify all DIMENSION NOTE: setbacks, building dimensions, and layout shown hereon prior to any construction, and Proposed buildingdimensionsimmediatelyadviseGeoPointSurveying, Inc. of shown hereonareoftheexterior. any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades dr finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood. Zone "X" 5. This Specific Purpose Survey is for the location and elevation of the fonnboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 166, according to the plat SURVEY) of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that o survey of the hereon described property 555 Winderley Place, Suite 109Maitland, FL 32751wasmadeundermysupervisiop. and meets the Standards of Practice set forth I Uy%tAA4HMdeiJpandof Professional Phone: (321) 270-0440 Surveyors k Moppe 1A f[ 17/Florida Administrative Fax: (813) 248-2266 code, purouagl` p low rida Statutes. Licensed Business No. LB 7768 915 mbe: •. * S GeoPointTr" Surveying, Inc. es D. NOT VAUD LS6915 Drawn: RCA Checked: JDL P.C.: Data File:BrimonEost-Plat ORIGINAL Date:07/ 16/18 Dwg:BrhsonEast-Iat166 Order No.: — AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: — TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 FL-, ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT ` v C rl ,,= ` PROCTOR !J- 7 CONTRACTOR ' SPECIFICATION: l REPORTED TOJ r(f /-'ii OPTIMUM MOISTURE: LOCATION: a MAXIMUM DRY DENSITY: MATERIAL: , I DATE TESTED: LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES 16s. cu. rL lbs. a 1 / FdAX. DENSITY PERCENT r COUNTY OF SEMINOLE IMPACT FEE STATEMENT I $' q-7k STATEMENT NUMBER: 181 0001 BUILDING APPLICATION : 18-10000158 BUILDING PERMIT NUMBER: 18-10000158 DATE: February 28, 2018 UNIT ADDRESS: WAXWING WAY 2449 LOT 161 17-20-31-502-0000-1610 a JURISDICTION: I TRAFFIC ZONE:022 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: 2449 WAXWING WAY LOT 161 WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRVRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. 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 RE UEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER T CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED; FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Y yTHISINSTRUMENThtHOPmesRollaLCmName: i 2Address: 1l)84 Greenwood NOTICE OF COMMENCEMENT I Ittlil Illlt still still it111 iltil Itll till GRANT 11ALOY r .11110LE COUNTY CLr OF CIRCUIT COURT t. COMPTROLLER BK 9079 P9 283 (11`9s) CLE' S : 2018020047 RECO RECURDINGOFEES,3 OEt101.55:21 AM RECORDED BY hdevore State of Florida County of Seminole Parcel ID Number. 17-20-31-502-0000-1 0 to Permit Number. The undersigned hereby gives notice that Improvement will Id made to oticelO real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (LegoAd Dnctl ORf property and street Ot LoLo address If available) Address: 2. % W a % GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starll ht Homes Florida LLCAddress: 1405 Old Alabama, Road Suite 200 Roswell GA 30076Np Fee Simple Title Holder (if other than owner) Name' ` Address: CONTRACTOR: Name: Starlight Homes Florida, LLCAddress: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 persons within the state of Florida DesignatedStatutes. owner rveduponwhomnoticeorotherdocumentsmaybese as provided by section 713.13(1)(b), Name: NA Address: NA of In addition to himself, Owner Designates To receive a copy of the Lienoes Notice as Provided In Section 713.13(1)(b), Florida Statutes. of Commencement (The explretlon date Is 1 year from data of recording unless a ExpirationDateofNoticedifferent date Is specified) ANY PAYMENTS MADE BY THE OWNER A THE EXPIRATION OF THE NOTICE OF 713, PART i, SECTION 713.13, rereonrrnrr- m OWNER: CHAPTER ENTS TO YOUR PROPERTY. A COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERMPROVERESULTINYOURPAYINGTWICEFORION ^JOB SITE BEFORE THE FIRST MMEN EMENT MUST BE RECORDED AND POSTED THE NOTICE OF COUTES, AND TO OBTAIN FINANCING, NSULT W YOUR LENDER OR AN ATTORNEY OR RECORDING YOUR NOTICE OF COMMENCEMENT.ITH I END BEFOREINSPECTION. IF YOU the facts stated in it are true r rlury, I declare that 1 have read the foregoing and that Unpenalto a of my kno belief. Jedgee ownda Printed Name errr Ski.. Florida6tatute713.13(1)(gY ` Tti'ominer mud sign the notke of cmnne m. ant and no one elco maybe permitted to skn hi Na or her dead.• 0. ,,tip t `= G'• ; State of County of A tdayofV -_ L ` Y c r The foregoing Instrument was acknowledged before meths N, known to me c lr ` • Who Is personalty b y Nama or person making statement Identification produced: Identification type of Iden j OR who has produced Shayne Mengel e. <, NOTARY PUBLIC 1 STATE O - FLORIDA Notary Signature Corm# GG113111 ce r Expires 6f2112021 - - REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence r..+,•. r.•u.ar:vyr.. ELECT •RICArL P•ERIVIITa;` '`:„- ;^;r _ .......:--=_',r ..<;; ,;;,ti,.::<I:', i.. vs,fi? _.t:_';%_: _.-. %•;:;:a. _..ti_"sYfi_:f.' .rr..., 17c ±i'2 Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i I 1 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final i a _'l`_•alycrrvN"c.+7a•nlw' .'vn c.^-vT,::t.lpfti ro-fr: :: ,...,L,.._ ._ rr{. •., yF•p ;7 c•" :•^I — .:=t Ms °'L` •'' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i REVISED: June 2014