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HomeMy WebLinkAbout3849 Night Heron DrCITY OF SANFORD BUILDING & FIRE PREVENTION t4AR 1 ' 1018 PERMIT APPLICATION D L F Application No: — 3 Documented Construction Value: S p° Job Address: 3%IJA -IQ- Historic District: Yes No Parcel ID: 17-20-31-502-0000-a6zVo Wyndham Preserve Lot a,p Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-047-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN MANCING, 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, tacks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 201 S I J 1- (4 3 s 3 C:> Permit Application M 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 pernut fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3- Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name PrintfC1-(h ontrractor/Agent's Name, ame , ^ Q iL i2'V U p /' J-(, -11 Signature of Notary -State of Florida Date Signature of No -State of Florida U Date t:• y Shayne Mangel l; NOTARY PUBLIC STATE OF FLORIDA pro m#GG113111 Owner/Agent is Personally Known to Me or Contractor/A s 9pi 9Xnown to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building®' Electrical a Mechanical o Plumbing© Gas[] Roof Construction Type: Y[3 Total Sq Ft of Bldg: 7-6"12- 6"1Z Occupancy Use: jZ 3 Flood Zone: X iEt tMin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps O Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:sk 0 lit UTILITIES: WASTE WATER: ENGINEERING: MTC_ 3-2"& FIRE: BUILDING: eX /-A1_'4& COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 445.4 1. '^^p• 1981 00-,&1 A-T, Cry Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min MaxMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence REVISED: June 2014 LTi"`' -•" .: _ . r.. ; _ •, ` i; 'x•S7-sELECyTRIC':W&VPER1ViIT. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 130 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Plumbing Final 1V`IF,NIC L PEIi1VIIT,;;%,•2 :,,. ,--: ; a^*>,,_,i:;;' =' ° . Min Max Inspection Description 10 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1V`IF,NIC L PEIi1VIIT,;;%,•2 :,,. ,--: ; a^*>,,_,i:;;' =' ° . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final MAIDi,' i 101 ub 11't y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ 1 8—/3/® Documented Construction Value: S 11 Job Address: SiLk%'. N par t Uernn fir; Je. Historic District: Yes No Parcel ID: 17-20-31-502-0000- o V o Wyndham Preserve Lot -O % Residential ® Commercial Type of Work: New® Addition Alteration El 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 Fax: 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 110PROVEMENTS 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 bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: S addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental.entities such as.water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3•c- Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name 3-t, Signature of Notary -State of Florida Date Signature ofNo -State of Florida U Date t; :ppy Shayne Mangel s NOTARY PUBLIC STATE OF FLORIDA rootm# GG113111 Owner/Agent is Personally Known to Me or Contract or/.ei 3s MPi 94nown 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: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: M 3- / 11;_ WASTE WATER: FIRE: BUILDING: Revised: June 30,2015 _ ____._ __. __ __. __.__ _ ___ _ Permit Application______._ COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18.10000266 BUILDING PERMIT NUMBER: 18-10000266 vZ -t-:5)C) DATE: March 16, 2018 UNIT ADDRESS: NIGHT HERON DRIVE 3849 17-20-31-502-0000-2080 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3849 NIGHT HERON DRIVE / LOT 208 / 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 ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 Family CO;WIDE ORD Housing 51000.00 1.000 dwl unit 5,000.00 PARKSgle 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 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQQUIREMENTS 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 1 O P187 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: 3849 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2080 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1310 Reviewed by: Michael Cash, CFM Date: March 21, 2018 P Application for Paved Driveway, Sidewalk or WalkwayIncludingRight-of-Way Use & FLO17- Landscin in Rht of-Wa Y 1$77 p g 9 Y wwwsanfordn.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 xao,,.,, pelow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbdomywft 1. Project Location/Address: 3{i N i tek 4-4c"On ZZ, A V -c 2_sw[ Z a 2. Proposed Activity: Q Driveway FAWalkway F Other. 3. Schedule of Work: Start Date Completion Date 0 Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is s b by: Properly Owner Signature: Print Name: (Y\IckocI Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: sheyne.mangd@sWighftmes' Date: Maintenance ResponsibilitieslIndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationtiimprovement 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 a!!0zderstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Date: 3-111.9-19 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. Utilities ZIPApproved: Engineering Site Inspected by: Special Permit Conditions: Date: Official Use Only Fee: Date: Date: Date: Date: ',_71-2018 Date: 2015 ROW Use REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 -Le -1 Q Project Name:rr, Pre sa r -wc- Project Address: tJ j tyCt Vl, Ry-, Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Rob rt WilletsZX--"&Ofi &5lef-600kPrintamecaner/Tenant Pri Na a of Gen. Contractor Print Name of El. Contractor Signatu wner Tenant Signature of Gen. ContractorSignature of EI. Co actor CGC1522347 E -(,'0003c0 Gen, Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- is -1 % I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): EY The specific permit and application for work located at: 3$Wr9 N. a1.1.e.., r ve . Sa--k*%A- Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: )o; "V STATE OF FLORIDA COUNTY OF Seminole The foregoing instrul n wa w edged before me this I of -'- `r9200byK6 ` i e S who is o<rsonally known to me or o who has produced as identification and who did (did not) take an oath. Nota Sead)ayne Man9e1 NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 i E A% Expires 612112021 Rev. 08.12) r& tY'C c"ed Print or tye name Ili Notary Public - State of _ Commission No. My Commission Expires: RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Lot 208 1981 TR Builder Name: Starlight Homes DING Street: 3849 Nt hl Heron Or Permit Office: I le oun lY 3 0City, State, Zip: Sanford• FL. 32773 Owner. Stw'1t9h1 tbrrW>9- Permit Number: Jurisdiction: (¢?1st nNF Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. NIA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft= 6. Conditioned floor area above grade (ft') 1981 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main. AH: Main 6 396.2 a. U -Factor. Dbl. U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U -Factor. NIA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Ama Weighted Average • SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) ' Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' 9 b. Conservation features b. NIA R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.47 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and TRE SrgT this calculation are in compliance with the Florida Energy specifications covered by this 0* Code. calculation indicates compliance y v,, '4' = • iwiththeFloridaEnergyCode. u,,,,'.: O PREPARED BY: Before construction is completed v DATE: It 1214 i this building will be inspected for compliance with Section 553.908 O I hereby certify that this building, as designed, is in compliance Florida Statutes. cwiththeFloridaEnergyTOOWE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: it 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 ACH60 (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 ANSIIRESNETIICC 380, is not greater than 0.030 On for whole house. 1/17/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 208 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 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 208 3849 Night Heron Dr Seminole Sanford , FL. 32773 CLIMATE J 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 Block/ 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.34 0 1981 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 fY 0 fl' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 fl' 0.1 Wood 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 44 9 9 4 417.7 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 48 9 9 4 455.0 ft' 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 24 9 9 4 231.0 ft' 0 0 0.6 0 5 E Garage Frame - Wood Main 13 31 3 9 4 291.7 ft' 0 0 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Wood Main None 39 3 6 10 20.5 ft' 2 W Wood Main None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. J Wall Overhang Ornt ID Frame Panes NFRC U-Faclor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 it 0 in None None 2 W 2 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 8 it 0 in 1 ft 0 in None None 4 W 2 Vinyl Low -E Double Yes 0.58 0.25 N 48.0 ft' 8 it 0 in 1 ft0 in None None 5 E 4 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft0 in 1 ft0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBlu/hr 900 cfm 0.75 1 sys#1 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/172018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Return— Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 ctm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan X Feb Mar A r Jun Jul X Au X Sep Oct [ Nov Dec Heating Jan Feb kiMar Apr May ari Jun ri Jul r i Aug Sep Oct [X Nov Dec Ventin l Jan t Feb Mar Apr a Jun Jul Au Se X Oct lX Nov l Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Codling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM • 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Healing System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pum 1 - Central Unit 1/172018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. 'Single famiy"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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 3849 Night Heron Dr, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul. Exterior R=4.1 1663.70 ft= b. Frame - Wood, Adjacent R=13.0 291.67 ft 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1981.00 W 1981 b. N/A R= ft' c. N/A R= ft' Area 120.00 ft' 11. Ducts R 02 a. Sup: Attic, Ret: Main, AH: Main 6 396.2 48.00 ft' 12. Cooling systems k8lu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft= 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= 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 C compliant features. Builder Signature:,_ p I' ' 1 ovLOvt Date: Address of New Home: 1Z j2 City/FL Zip: Sp- FL kBlu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 3:34 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 208 - 1981 TR Builder Name: Starlight Homes Street: 3849 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the Insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The, space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class 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. Salts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 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 ninino and wirina Exterior walls adjacent to showers and tubs shallShower/tub The air barrier installed at exterior walls adjacent to showers and on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. in addition, inspection of log walls shall be in accordance with the provisions of ICG400. 1/17/2018 3:34 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 208 - 1981 TR Builder Name: Starlight Homes Street: 3849 Night Heron Dr Permit Office: Seminole County City, State. Zip: Sanford, FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f). (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the cede official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed and sealed; S. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: WE 1/17/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f). (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the cede official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed and sealed; S. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: WE 1/17/2018 3:34 PM EnergyGaugeO 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 208 - 1981 TR Builder Name: Starlight Homes Street: 3849 Night Heron Dr Permit Office: Seminole County City. State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct 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 1981 House Duct Total Conditioned Floor Area) System LeakaAe Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 0* THE STq 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary StarlightvtyndhamDatte: wrightsoft Entire House 4/1412017 W. Energy Air, Inc Plan: 1981 S 5401 Energy Air. Ct, Orlando. FL 32810 Phone: 407-888-3729 Email: GRenner@energyaiccom Web vm energyaircom Project• • For. Lot 208 -1981 TR, Starlight Homes 3849 Night Heron Dr, Sanford, FL 32773 Notes: Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grRb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17497 Btuh Structure 17459 Btuh Duds 1538 Btuh Duds 2048 Btuh Central vent (65 dm) 1830 Btuh Central vent (65 dm) 1248 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20756 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2278 Btuh Ducts 17 Btuh Central vent (65 dm) 1917 Btuh Heating Coling Outside air Area -(fl 989 1983 Equipment latent load 4391 Btuh Volume (fly 18498 18498 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 25147 Btuh Equiv AVF (dm) 80 43 Req. total capacity at 0.75 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.047 chn/Btuh Air flow factor 0.046 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 OF Backup: Input = 6 kW, Output =19028 Btuh, 100AFUE Boldtfalic values have been manuatlyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wri hftsofft' 9 2018 -Jen -1715:28:58 Right -Suite® universal 201717.028 RSUI7013 page 1 Spedf10w ndham PreserveNLot 208 -1981 TR rup Calc = MA Front Door faces: E Manual S Compliance Report Job: Starllght-Wyndham Wrightsoft• Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, CL Orlando, FL 32810 Phone 407-888.3729 Email: GRenner@energyaircom web: www.energyaircorn Btuh Entering coil DB: 76.3°F For: Lot 208 -1981 TR, Starlight Homes 3849 Night Heron Dr, Sanford, FL 32773 Design Conditions Equipmenttype: SpIitASHP Outdoor design DB: 92.6°F Sensible gain: 20756 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 25147 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 101 % of load Latent c_apacity: _ 5203 Btuh 118% of load Total capacity: 26119 Btuh 104% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L - Actual airflow: 899 cIrn Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfrn Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF n.- _Iw ' - - - r. .- Meets all requirements ofACCA Manual S. 2018 -Jan -1715:28:58 wrightsoft• Right•Swte®Unhersal201717.028RSU17013 Pagel ACM ..Specificiwyndham Preservelot 208 -1981 TR rup Calc= M38 Front Door fares: E w+ Duct System Summary Job: Starlight -Wyndham W I'19htSOft' Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Ph. CC Orlando, Fl. 32810 Phone 407-886.3729 Email: GRenner®energyaircom Web: www.energyaircom For. Lot 208 -1981 TR, Starlight Homes 3849 Night Heron Dr, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction 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 0.165 in/100ft 899 dm 170 ft Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.165 in/l00ft 899 dm Name Design Btuh) Htg dm) Cig dm) Design FR Diam in) H x W in) Dud Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 137 3 6 0.194 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 43 0.181 5.0 Ox 0 VIFx 29.4 125.0 s12 bed4 h 2353 111 98 0.181 7.0 Ox 0 VIFx 29.4 125.0 st3 br3-A h 1188 56 37 0.177 5.0 Ox 0 VIFx 33.1 125.0 st3 foyer h 1292 61 49 0.332 5.0 Ox 0 VIFx 9.3 75.0 IdWin-Fam c 2936 94 135 0.198 7.0 Ox 0 VIFx 21.5 120.0 stl Idt-din-FaraA c 2936 94 135 0.193 7.0 Ox 0 VIFx 25.3 120.0 stl Idt-din-Faro-B c 2936 94 135 0.189 7.0 Ox 0 VIFx 27.9 120.0 st1 laun c 821 15 38 0.329 4.0 Ox 0 VIFx 10.0 75.0 mbe h 743 35 21 0.177 4.0 Ox 0 VIFx 33.2 125.0 st2 mbr h 3013 142 131 0.171 7.0 Ox 0 VIFx 33.5 130.0 st2 mwic h 1413 67 31 0.165 5.0 Ox 0 VIFx 40.0 130.0 8t2 i462 -A c 47 1 2 0.181 4.0 Ox 0 VIFx 29.8 125.0 st2 Wd-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 Wo4-A h 955 45 24 0.175 4.0 Ox 0 VIFx 40.3 120.0 st3 eddtfalic values have been manuallyoverridden 2018 -Jan -17152658 wrightsoft' Rigel-Suite®Unhersa12017 17.0.28 RSU17013 page 1 AC(>, .. SpedfidWyndhem Preserve%Lot 208 -1981 TR rup Calc = MJ8 Front Door hoes E Trunk Htg Cig Design Veloc Diam H x W Duct Name Type dm) Cfm) FR fpm) in) in) Material Trunk st1 PeakAVF 281 406 0.189 744 10.0 0 x 0 VinlFlx st2 PeakAVF 302 228 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 179 0.174 545 9.0 0 x 0 VinlFlx eddtfalic values have been manuallyoverridden 2018 -Jan -17152658 wrightsoft' Rigel-Suite®Unhersa12017 17.0.28 RSU17013 page 1 AC(>, .. SpedfidWyndhem Preserve%Lot 208 -1981 TR rup Calc = MJ8 Front Door hoes E Name Grille Size (in) Htg Cfm) Clg Cfm) TEL tt) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mab Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018 -Jen -1715:2658 wrightsoW Rght-Suite® Universal 201717.028 RSU17013 Page 2 ACM ...SpecifidWyndham Preservelot 208 -1981 TR rup Calc = WIJB Front Door faces: E Level 1 Job #: Starlight -Wyndham Performed for: Lot 208 -1981 TR 3849 Night Heron Dr Sanford, FL 32773 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" =1'0" Page 1 Right-SuftsO Unuersal 2017 17.028 RSU17013 2018Jan•1715,27:11 m Presemlot 208 -1981 TR.rup VTR 1-1,,/2" VTR VTR Jl Jl 2„ 14 AUTO VENT KS LAV LAV 2” WC 3" WC 3.. 11VNf 34/ " -- - 2„ Ski i 361 TUB O i 2 00 Dp Z oi 2 C) W PLAN 1981 0 i PLUMBING RISER DIAGRA l I E L=.= r m a uvift AREA= LOT 209 N LOT 190 ENTt`f = 78'SQ.Fr. DRN WAY = 21 LANAI= o f W AY = IV89.43'037- 115.00' r-51— J V o SOD} = v OFF WOT AREA CALCULATIONS R/VV = 1,500 SQ.FT. M 50.0 To 300 SQ.FT. VffNDHAM PRESERVE - LOT 208 PLOT PLAN C. D131ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 208 LQT. AREA CALCULATIONS L=.= 6,900 SQ.Fr. uvift AREA= LOT 209 GARRGE = LOT 190 ENTt`f = 78'SQ.Fr. DRN WAY = 437 SQ.Fr. LANAI= 181 SQ.FT. f W AY = IV89.43'037- 115.00' r-51— 9 SQ.FT. UNE OF OT 208 v SOD} = 3,767 SQ.Fr. OFF WOT AREA CALCULATIONS R/VV = 1,500 SQ.FT. 29.7' 50.0 To 300 SQ.FT. SOD = 246 SQ.Fr. TOTAL AREA AREA 8,400 Q. DRIVEWAY = 551 SQ.FT. PROPOSED 345 SQ.Fr. SOD = 4,013 SQ.Fr. NCS-No•Ooini r Set (Falls In Water) 1 STORY RESIDENCE SF-SquorO' Feet MWo -Electric Handhole D.U.E.-Dminagp/Ub% Easement Coo -Clean Out 3849 NIGHT HERON DRIVE8 XYD-4-Irrigation Control Volvo LOT 191 #1` LOT 208 SIR -Set 1 Iron Rod LB7768 MODEL Gas Meter S t" -Existing Grade 8.o 1981 OPHELIA r FPKD -Found 'P.K. Nail & Disk L87768 ---Drainage Flow Direction 6,900 F. t Proposed Design Grade ELEVATION - T I 1 .0 0M U U I GARAGE - RIGHT 1 I a a o N FFE= 24.5 I n. 29.7' '------- 60.0 v y ti3 115.00' 589"43' LOT 192 LOT 207 LQT. AREA CALCULATIONS L=.= 6,900 SQ.Fr. uvift AREA= 1,981 SQ.Fr. GARRGE = 402 SQ.F'f. ENTt`f = 78'SQ.Fr. DRN WAY = 437 SQ.Fr. LANAI= 181 SQ.FT. f W AY = 45 SQ.Fr. A/ PAD = 9 SQ.FT. IM • OUS- 45.4 X SOD} = 3,767 SQ.Fr. OFF WOT AREA CALCULATIONS R/VV = 1,500 SQ.FT. APRON = 114 SQ.Fr. SIDEWALK - 300 SQ.FT. SOD = 246 SQ.Fr. TOTAL AREA AREA 8,400 Q. DRIVEWAY = 551 SQ.FT. SIDEWALK = 345 SQ.Fr. SOD = 4,013 SQ.Fr. BUIIM124G LAYOUT NOTE: O i o ' N 9.3 COVERED PORCH v Contractor and owner are to verify oil setbacks, building dimensions, and .layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. rar -rvvrn cqu: mens L ,E.(•T TD-ADUSSD-A eese mina eLB -Licensed usmess /D g /Utilities/Sidewolk BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florido Power & Light P -Plot FIFE -Finish Floor Elevation D.. -Deed Book Water Meter O.R.-Official. Records Book 04 -Water Volvo P.B. -Plot • L yk 0' -Fire Hydrant Pg: -Page )I RC®-Reclolmed Water Meter Elev-Erevatioy RVIXI-Reclaimed Water Volvo Cone,-Conc 10 -Coble Box BP -Brick or ID-Telepphone Box SW -Si m -Electric Box FIFE -Finish Floor Elevation 0 -utility Pole CJ-Cudb-16let Pole G11-Grate-fFop Inlet Guy Light Pole P.U.E.-P.ubficj y0lity Easement f --Guy Anchor RCP-Reipfgr_eed Cone. Pipe Otl--Overhead Ub'lities PVC -PolyvihdChloride O -Storm Sewer Manhole NCS-No•Ooini r Set (Falls In Water) G -Sanitary Sewer Manhole SF-SquorO' Feet MWo -Electric Handhole D.U.E.-Dminagp/Ub% Easement Coo -Clean Out FMGD -MAG NN doDISKXYD-4-Irrigation Control Volvo P.K.-Parked Kolon Nail a -Sign SIR -Set 1 Iron Rod LB7768 WD4-Gots Water Volvo SPKD -Set P. & Dlsk LB7768 Gas Meter F1R-Found •t/2' Iron Rod LB7768 t" -Existing Grade F1P-Found'1/2" Iron Pipe 1.87768 OI -Blow -off Valve FPKD -Found 'P.K. Nail & Disk L87768 ---Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 As-Built/ExistinGrod Note: Some items in above leaen may not be aaa, icable) Date SURVEYOR'S NOTES: 1. Current We information on the subject property hod notbeenfurnishedtoGeoPointSurveying, Inc. at the time of this plot pion. 2. Roods, wolks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Devotions shown hereon are in feet and are refs roncad to the NATIONAL GEODETIC VDiTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon aro 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) PIA ,ONLY 6915 * DRIDA i' P. 11tPPFR N0. LS6915c NOT VALID WffHOUrqHEiSIGRAIURE AND THE ORIGINAL ZONIBATE N single family home Ok to construct ervious Iarea with setbacks and imp 01" %rip shown on p Ian• y5 ' CK o r I• I a IIa I o 1 / Iti y7lSJt1' I 1 25.3 I aZ 1 l K , • W C I La I o A 3 ,.moo CRY 0 y z I O o A a E-4Io o 0 I o z ZIN a Ix z z '.k. I 1 .0 0M U U I U ' - rL? 1 I U I n. O C Building Setbacks Setbacks: Per construction pions for- WYNDHAM PRESERVE'. City of Sanford, Seminole County, Florida. Fro nt = 25' Rear = 20' . Side = 7.5' PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Fl ood Zone -X DESCRIPTION: LOT 208, 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 SUl'Vey111g, Inc. Drawn: JE Checked: JDL P.C.: Data Fle:-Plot Date: 01/20/18 Dwg:-Ia1208 Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E Field Bk: — 1 Building Setbacks Setbacks: Per construction pions for- WYNDHAM PRESERVE'. City of Sanford, Seminole County, Florida. Fro nt = 25' Rear = 20' . Side = 7.5' PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Fl ood Zone -X DESCRIPTION: LOT 208, 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 SUl'Vey111g, Inc. Drawn: JE Checked: JDL P.C.: Data Fle:-Plot Date: 01/20/18 Dwg:-Ia1208 Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E Field Bk: — RECORD COPY i•;;,lrl ;, INr r - Kv ton* Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 I. HVAC LOADS INEC 2011- 220.82(001-M) LONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON CONNECTED LOAD 5.40 KVA ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR Q 100% TOTAL LOAD FOR AIR HANDLER Q 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.82(B)(11-011 LIGHTING 1981 Sq Ft @ 3VA/Sq. Ft VALUE 2 SMALL APPLIANCE CIRCUITS V1LD(NG' 1.50 1 LAUNDRY CIRCUIT 1.50 1 DRYER CIRCUIT 5.00 0 STACK WASHER/DRYER SANFORD 500 1 WATER HEATER (1) l ccpAR 4.50 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1 DISPOSAL(I) p3 p 0.80 0 DISPOSAL(2) # V - 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1 50 1 MICROWAVE CIRCUIT 250 0 JACUZZI TUB CIRCUIT 480 0 40 AMP CAR CHARGER 960 30AMP POOL CIRCUIT 720 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) IST 10 KVA (GENERAL LOADS) Q 1000/9 REMAINDER (GENERAL LOADS) Can 40% SUB -TOTAL (GENERAL LOADS) INEC 2011- 220.82(B)l HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD INEC 2011- 220.82(All MINIMUM SERVICE SIZE 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA 5.94 KVA TAL KVA 3.00 KVA 1.50 KVA 5.00 KVA 4.50 KVA 120 KVA 080 KVA 12.00 KVA 2.50 KVA 36.44 KVA 10.00 KVA 10.58 KVA 20.58 KVA 10.39 KVA 20.58 KVA 30.96 KVA 129.01 AMPS RECOMMENDED SERVICE SIZE 150 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W P0208 - W P0208 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0208 Model: 1981 Tampa, FL 33610-4115 Lot/Block: 208 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name Date No. 118 Seal# I Truss Name I Date 1 T13026342 1 A01 1/23/18 T13026359 1 CJ5A 1/23/18 I2 I T130263431 A02 1 1/23/18 119 1 T13026360 EJ7 1 1/23/18 I 13 I T130263441 A03 11/23/18 120 I T1 3026361 1 EJ76 1 1/23/18 14 1 T1 3026345 1 A04 11/23/18 121 1T130263621H1 11/23/18 1 15 1 T130263461 A05 11/23/18 122 I T130263631 HR 11/23/18 16 1 T1 3026347 1 A06 1 1/23/18 123 I T1 3026364 1 V3 11/23/18 1 17 I T13026348 I A07 11/23/18 124 1 T13026365 I V5 11/23/18 18 I T13026349 I A08 11/23/18 I 19 I T 13026350 I A09 1 1/23/18 1 110 I T13026351 1 A010 1 1/23/18 1 Z 111 I T130263521 A011 1 1/23/18 1 12 IT130263531AO12 1/23/18 113 I T130263541 AO13 11/23/18 1 114 1 T130263551 CJ 11/23/18 I 115 1 T130263561 CJ3 1 1/23/18 116 1 T130263571 CJ3A 1/23/18 117 1 T130263581 CJ5 1 1/23/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. CSANF(0)'R,D rW 1 380 A E OF : 4U sG/O N AL ?.% Jof11111itl,4 Thomas A. Albanl PE No.39380 MITek Usk Inc. Ft. Can 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: January 23,2018 Albani, Thomas I of l Job Truss Truss Type'Oty Ply WP0208 MOWLxBd1Wdesign. prevent of Is always ie"ed lop siciAlty and to Ixevent coligzo wlih posible personal hWy and properly damage. rot geneid gJdalco iegading the ICAxlcalkm, storage, delivery. erection cvxi pacing of irusras and tnta systems, seeANsi/1Pl l Quality CAtmlo. DSB-89 and BCSI suftng Component 6904 Perks East Blvd Sorely IMorrriollon avaBcible hom Inas Rate Ina the. 218 N. too Shoat. VAlo 312. Aiexanckla, VA 22314. 713026342 W P0208 A01 Hip Girder 1 1 Job Reference (optional) utnicier6 mrslSource, 1ampa, runt wty, rlWlaa aaa00 O.-DJOpr wcv,i eo . ID:4xiZSyOSpnperCOHML 1 Og 1 zP836•Shzl JIBIKF04ZxV2ZEmg2zAexl KHvmiLwcd4iOzsY9v 1 0 0 4.2 3 7.0.0 12.1.15 17 .2.1 22.4.0 27.5.5 32.6-11 37.8-0 40 .5.13 , 44.8.0 45.8.0 1.40 14 221 + 2-9 13 5 1.15 SO 3 51.15 51.5i 5.1.5 2-8 13 4.2.3 0 0 Scale = 1:76.4 2x4 II 5,00 FT 20 II 54 WB= 4 26 27 5 28 29 6 30 31 79 32 33 9 20 II 34 35 10 36 37 11 3x4 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 19 1846 47 17 48 49 16 15 4x6 = 20 II 4x6 = 20 !I 7x10 = 20 II 4x6 = 20 1! 1 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 20 SP No.2'Except* TOP CHORD 4-8: 20 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 OTHERS 20 SP No.2 REACTIONS. (lb/size) 2=1218/0-8-0,20=4357/0-8-0,13=1217/0-8-0 Max Horz 2=-46(LC 32) Max Uplift 2=-406(LC 8), 20. 1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2451/802, 3-4=-2319/802,4-5=-1960/699, 5-6=-1959/699, 6-7=-846/2625, 7-9=-846/2625,9-10=-19641698, 10-11=-1964/698,11-12=-2318/801,12-13=-2449/810 BOT CHORD 2-25=-726/2200,24-25=-726/2200, 23.24=-674/2148, 21.23=-56/330, 20-21=-56/330, 19-20=-51/310, 17-19=-51/310, 16-17=-669/2147, 15.16=-687/2198, 13-15.687/2198 WEBS 4-24=•85/603, 5-23=-579/355, 6.23=-639/1893, 6.21=0/349, 6-20=-3339/1129, 7.20= -672/408,9.20= -3325/1126,9-19=0/354,9.17=-647/1912,10.17=-580/357, 11-16=-87/601 PLATES GRIP MT20 244/190 Weight: 264 Ib FT = 20% Structural wood sheathing directly applied or 3.5.6 oc purlins. Rigid ceiling directly applied or 8.8.0 oc bracing. 1 Row at midpi 6-20,9-20 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151h Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 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 lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 Ib uplift at joint 2, 1471 Ib uplift at joint 20 and 409 Ib uplill at joint 13. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNWG . Verify dodgn paranWers and READ NOTES ON THIS AND WCLUDEO MITEK REFERANCE PAGE MD -7473 rev. 1493MIS BEFORE USE DoslQn vdld lop trse only vAlh Wlek®conneclors. This deslpn is based only upon paametem "vAx and Is for c n hdlvldud buadN component not o suss systein Before use. the txildiny deslgrxn Inust voplty Iia applicability of design pxaamotem and rAoWly lncorpaate this design Into the overall Bwcelg Inxncaled Is to bucklhlg Indlvkiucil Inns web and/a chard members only. Addilonal lemporury arxi penlmarlenl Macing MOWLxBd1Wdesign. prevent of Is always ie"ed lop siciAlty and to Ixevent coligzo wlih posible personal hWy and properly damage. rot geneid gJdalco iegading the ICAxlcalkm, storage, delivery. erection cvxi pacing of irusras and tnta systems, seeANsi/1Pl l Quality CAtmlo. DSB-89 and BCSI suftng Component 6904 Perks East Blvd Sorely IMorrriollon avaBcible hom Inas Rate Ina the. 218 N. too Shoat. VAlo 312. Aiexanckla, VA 22314. Tampa. FL 33610 Job Truss TFUSS Type ' Oty Ply W P0208 a truss system. Beloro use. tho Musing designer must verily Ito c1l)"Icabllty, of deslgn pxsrarneten and rxoperty Ineorl"ale tits doslgn Into Ilw ovorall btic &V design. DcjckV IndIcated Is to buckling of IrcllvkftxA buss web circ]/or chord rnembers only. AWlllonol ternlorary and perrnonenl Mating WOWproven) ts always rogtbed for s)al7lllly a1d io lrevenf caltgne with PossB)Ie personal bytey and IropeM domogo. for general gtddtnce regarding the laMlcollm storage, delivery. eroeBon and Mating of inmes and Inm sysiornt seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Subding Component 713026342 W P0208 A01 Hip Girder I I Job Reference (optional) ilultaers mrsibource, l ampa, manr .;try, Florloa 33Jba a.l civ 5 oup w ev r r MP; UK nruusn rs, nw. r un van co vrcc. rc cv r o ray. c ID:4xiZSyO5pnperCOHMLI Og 1 zP836-5hz 1 JIBEKF04ZxV2ZEmg2zAex I KHvmiLwcd4lOzsY9v NOTES - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 Ib up at 7-0-0, 105 Ib down and 107 Ib up at 9-0.12, 105 Ib down and 107 Ib up at 11-0-12,105 Ib down and 107 Ib up at 13-0-12,105 Ib down and 107 Ib up at 15-0-12,105 Ib down and 107 Ib up at 17-0-12,1051b down and 107 Ib up at 19-0-12,105 Ib down and 107 Ib up at 21-0-12,105 Ib down and 107 Ib up at 22-4-0, 105 Ib down and 107 Ib up at 23-7-4,105 Ib down and 1071b up at 25.7.4, 105 Ib down and 107 Ib up at 27.7-4, 105 Ib down and 107 lb up at 29-7-4, 105 Ib down and 107 Ib up at 31-7.4, 105 Ib down and 107 Ib up at 33.7-4, and 105 Ib down and 107 lb up at 35.7.4, and 200 Ib down and 202 lb up at 37-8-0 on top chord, and 320 lb down and 109 Ib up at 7-", 81 Ib down at 9-0-12, 81 lb down at 11-0-12, 81 Ib down at 13.0-12, 81 Ib down at 15-0.12, 81 Ib down at 17.0-12, 81 Ib down at 19-0-12, 81 lb down at 21-0-12, 81 Ib down at 22-4-0, 81 lb down at 23.7.4 81 Ib down at 25.7.4, 81 lb down at 27-74, 81 Ib down at 29.7-4, 81 Ib down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35.7.4, and 320 Ib down and 109 Ib up at 37-7.4 on bottom chord. The design/selection of such connection device(s) is the responsibility o1 others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-11=-54, 11.14=-54, 2.13=-20 Concentrated Loads Qb) Vett: 4=-1 53(B) 11=-153(B) 24=-320(8) 6=-105(8) 21=-58(B) 20=-58(B) 7=-105(8) 19=-58(8) 9=-105(B) 16=-320(B) 26=-105(B) 27=-105(8) 28>105(8) 29= -105(B)30= -105(B)31= -105(B)32=-105(8)33=-105(8)34— 105(8)35= -105(8)36= -105(8)37= -105(B)38= -58(8)39= -58(B)40= -58(8)41=-58(8)42=-58(B) 43= -58(B)44= -58(B)45= -58(8)46= -58(B)47= -58(8)48=-58(8)49=-58(B) 0 WARNING - Yedly design pe ~ws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01110.7173 rev. IW3R0IS BEFORE USE Design valld for use only oath MI left® connectors. tits design Is based only upon pwomelels shown. and Is for an Indiuk tial Mrldhg component. not MFatrusssystem. Beloro use. tho Musing designer must verily Ito c1l)"Icabllty, of deslgn pxsrarneten and rxoperty Ineorl"ale tits doslgn Into Ilw ovorall btic &V design. DcjckV IndIcated Is to buckling of IrcllvkftxA buss web circ]/or chord rnembers only. AWlllonol ternlorary and perrnonenl Mating WOWproven) ts always rogtbed for s)al7lllly a1d io lrevenf caltgne with PossB)Ie personal bytey and IropeM domogo. for general gtddtnce regarding the laMlcollm storage, delivery. eroeBon and Mating of inmes and Inm sysiornt seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Subding Component 6904 Parke East Blvd Safely pMamollon available from In= Rate trxtltute. 218 N. too Sheel. Stdte 312, Alexanclda. VA 22314. Tampa. FL 33610 Job Truss Truss Type ' CSI. Ply WP0208 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 713026343 WP0208 A02 0ty, Hip 1 1 BC 0.26 Ven(CT) -0.61 15 >863 180 BCLL 0.0 ' Rep Stress Incr iJob Reference (optional) utlttller5 mrsibource, i ampa, mans Lary, h1onoa 330bb 0.1 IV 5 aep ra ev I; mi r en nruusales, ore 1 UV Jail 40 V1.44. 1 a CV 10 rays 1 ID:4boZSy05pnperCOHML 1 Og 1 zP836-N 1 uhniH2hPu5uOXOUCOTgRzvlrmZ2?uNXCgySUzsYgo J-0 0 5.7.6 9.0 0 15.8.14 22.4.0 28.11.2 35.8 0 39-0.10 j4 8,0 45.8- 1.0• 5.7-6 3.4.10 i 6.8-14 6 7-2 i 6 7.2 i 6.8.14 i 3.4-10 I 5-7-6 40 exe = 5.00 12 2x4 11 5x8 = 5x8 = 5x8 = SXe = 5 6 7 8 9 Scale - 1:76.1 1 2 12 a to 5x6 = 17 16 15 14 13 5x6 = 5x8 = 7x10 = 5x8 = 7x10 = 5xB = LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.33 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.61 15 >863 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 11 n1a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 277 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. 4-6,6-9.,2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6.4.3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at mldpi 5-17,8-13 WEBS 2x4 SPNo.3 REACTIONS. (lb/size) 2=1700/0-8-0,11=1700/0-8-0 Max Horz 2=-57(LC 13) Max Uplift 2=-477(LC 8), 11=-477(LC 9) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3598/2258,3-4=-339512064, 4.5=-3153/1963, 5-7=-4957/2959,7-8=-4957/2959, 8-9=-3153/1963,9.10=-3395/2064, 10-11=-3598/2258 BOT CHORD 2-17=-1996/3246, 16-17=-2504/4521, 15.16=-2503(4524, 14-15=-2471/4524, 13.14=-2472/4521, 11-13=-1900/3246 WEBS 3-17=-162/349, 4.17=-578/1022, 5-17=-1635/932.5.15=-279/562, 7.15=-340/293, 8-15=-280/562,8-13=-1635/931,9.13=-578/1022,10.13=-162/349 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. Il, Exp C; Encl.. GCpl=0.18; MW FRS (envelope) and C -C Corner(3) -1-0.0 to 5-0-0, Exterlor(2) 5.0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 Ib uplift at joint(s) except 61=1b) 2=477,11--4T7 Thomas A. Albani PE No.39360 Mi7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNOlG . Vorfly died irn paremoten end READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE MD -7473 rev. IM3201S BEFORE USE. Design vdid for use or dy wllh Mllek®connoctors. This design Is bawd only upon paameters shown. and Isla cn Individual building compornenl, not o truss system. Before use. the building designer roust verity the aWIcci billy or design paranelers and rxomly bncorperole ink design into 1W overall building design. ®acing trxneated Is to budding of Irxllviduxl miss web and/or chord members only. Addliorxl lemporay and permcmnl bracing WOWpievenl Is dwcrA required fa statAlly and to prevent cdlgbse wllh possible personal knfwy orad ixoperty dotnago. ror gorneid gu kk nco iogaudlrng One 6904 Parke East Blvd. kriMecrlbix slorage. delivery, erection and bracing or trusses and truss systems. seeANSIMI I Quality Criteria, D$e-e9 and SCSI Building Component Tempa. FL 33610SafelyInformationavcOdblefromInnsRateIns9tr4e. 218 N lee Streel. Srlte 312. Alexculdrla, VA 22314. Job Truss Truss Type' Qty Ply W PO208 PLATES GRIP TCLL 20.0 bidding design. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component TC 0.83 713026344 WP0208 A03 Hip t 1 BC 0.24 Verl(CT) 0.57 15-16 >924 180 BCLL 0.0 ' Job_Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 ti.l;iu s bep 1 b zu1 r not t eh mauslrres, inc. i ue dan 2a 07,22.20 2v i a ra8e i ID:4xiZSyOSpnperCOHML1OglzP836-sDS3_l HgSj0yWA6alvviNIV2W F7BnNLXmsZV_wzsY9n I 2 Scale = 1:76.1 5x8 = 20 II 4x6 = 3x8 = 5x6 = 5 00 12 4 5 6 7 8 30 tr- SPACING- 2.0.0 CSI. 3x4 -Z' in (loc) Well Ud PLATES GRIP TCLL 20.0 bidding design. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component 0 10 11 i o tg 5x6 = 19 18 17 16 15 14 / 3 12 5x6 = 2x4 11 4x6 = 5x8 = 5x8 = 20 II 5x8 = 5x8 = 20 II LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 bidding design. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.31 15.16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Verl(CT) 0.57 15-16 >924 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix -SH Weight: 262 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 4.6: 2x4 SP M 31, 6.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 6.11-0 oc bracing BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpi 7-16,7-13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8-0, 10=1700/0-8-0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10=-457(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3-4=-3239/1977, 4-5=-3874/2397, 5.7=-3874/2397, 7.8=-2954/1893, 8-9=-3231/1970, 9-10=-3641/2283 BOT CHORD 2-19=-2031/3291, 18-19=-2031/3291, 16-18=-159312943,15-16=-209513887, 13-15=-2095/3887,12-13=-1937/3295,10-12=-1937/3295 WEBS 3.18= -386/469,4-18=-149/406,4.16=-626/1198,5-16=-429/369,7.15=0/301, 7-13=-1204/638, 8-13=-451/875, 9.13=-398/481 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=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.1-6, Exterior(2) 5.1-6 to 45-8.0 zone; cantilever left and right exposed end vertical telt 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 20.0psl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=457,10=457. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 4L WARNING - Verify design parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO -7473 rev. 100MIS BEFORE USE Design valid for use only wllh MOM connectors. Mis deslpl is based orgy upon paiameters Ox)wn. and Is for an exiMdrol budding component. not ato this Into the overallabusscystAn. Bolow use. Iho buddktg designer must verify the ap Alcoblilfy of drnlpn parameters and properly Incorpadesign Indicatod Is to buckling Individual truss wob and/a chard mombers only. AWllonal temporary aril winarenl bnacing MiTekbiddingdesign. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component 6904 Parke East Blvd. Solely Informallon cwal able from Inas Plate Institute. 218 N. tee Street, Stolle 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply WP0208 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - Horz(CT) 713026345 W P0208 A04 Hip 2 1 14-17: 20 SP No.2 WEBS 20 SP No.3 Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD Job Reference o frenal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITeK Industries, Inc. Tue Jan 23 07:22:21 2018 rage 1 ID:4xiZSyOSpnperCOHML1Ogl zPB36-KPORCNIIDOBoSKhnbdOxws2EvlKsWvEg?WJ3XMzsY9m t-0.0 7.7-12 13.0.0 19 3 4 254.12 31.8.0 37-0 4 44.8.0 0.8 p 1.0 0 7.7.12 54-4 63 4 61-8 63 4 54.4 7.7.12 1.4 5x8 = 3x8 = 2x4 II 06 = 5x6 = Scale =1:79.5 1.5x8 STP = 19 18 „ 16 15 I" 13 12 1.5x8 STP = 4x6 = 2x4 II 3x4 = 06 3x6 = 2x4 II 06 = 3x8 = 2x4 II 06 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Gnp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - Horz(CT) TOP CHORD 20 SP No.1 • Except' Matrix -SH 4-6,6.8: 2x4 SP No.2 Weight: 232 Ib FT = 20% BOT CHORD 20 SP No.1 'Except' BRACING - 14-17: 20 SP No.2 WEBS 20 SP No.3 Structural wood sheathing directly applied or 2.2-0 oc purlins. REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8.0 Max Horz 2=81 (LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) CSI. DEFL. In (loc) Well Ud PLATES GRIP TC 0.79 Vert(LL) 0.3315-16 >999 240 MT20 244/190 BC 0.78 Vert(CT) 0.6215-16 >848 180 WB 0.53 Horz(CT) 0.20 10 We Na Matrix -SH Weight: 232 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4.1-6 oc bracing. WEBS 1 Row atmidpt 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7.8=-2720/1784, 8-9=-2988/1873,9-10=-3523/2170 BOT CHORD 2-19=-1881/3157, 18-19=-1881/3157, 16.18=-1430/2707, 15.16_ 1719/3249, 13.15=-1719/3249.12-13=-178813157,10-12=-I 788/3157 WEBS 3-19=0/276,3-18=-539/529,4-18=-226(416.4-16=-419/833, 5.16=-352/306, 7-13=-822/416.8-13=-487/851, 9-13=-539/530,9-12=0/276 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0-0, Extedor(2) 5-0-0 to 45.8-0 zone; cantilever lett and right exposed end vertical lett and right exposed;C-C for members and forces 8t 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 lot a 10.0 psi bottom chord live load nonconcurient with any other live loads. 5) ' This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift a1 joint(s) except 01=1b) 2=437,10=437. Thomas A. Albani PE No.39360 MiTok USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • VerOy doslyn Pmemoters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MD•7473 rev. idol MIS BEFORE USE Design valid lot rise only wllh WoM connectors. lids design 6 basod only upon parameters shown, and Is rot an Individual bulding component, not a muss system. Botore use. the 1xltding designer must vedfy the applicability of design ixsainoteis and properly Incot oiate this design Into the overall bri<ng 19actng Indlcaled Is to Ixtcairrg of AWNklual truss web and/or Chad members only. Additional tornpaary and permanent bating MiTek' Design. prevent Is always iegW ed " stalAty and to prevent collapse with possMo personal Ink>ry and pioplrty claonoW. rer general grlilarce tegardrtg We 6904 Parke East Blvd. kAMcatbn, storage, delivery, erection atxl bKlceig of trusses and truss systems seeANSIMI I OueOty Criteria. DSB-89 and SCSI Building Component Tornpo. FL 33610SatelyInformationavdkblefromtrussRateIns9hde. 218 N. Lee Street, Stile 312. Alexarxlrio. VA 22314. Job Truss Truss Type' Oty Ply[P0208 DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Torrpo. FL 33610 Plate Grip DOL 713026346 W P0208 A05 Hip 2 1 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13.15 >895 180 b Reference (optional) Buiiders rlrsiSource, Pampa, dant Glry, rlorloa 33566 0. r3V u+Jap ro GV r r mr ran nruuauraa, nn.. ruo Jar, LJ Vr.cc.cc LV ra raga , ID:4xfZSyOSpnperCOHML 1 Og 1 zPB36-ocapPlJwzKGIITGz9KyAS4bMn3eaFNapDA2c3pzsY91 0 0 7.4.11 15-0 0 22.4.0 29-8-0 1 37.3.5 44-8.0 4 - 0- 7.4.11 7.7.5 7.4.0 7.4.0 7-7.5 7.4-11 4 Scale = 1:81.0 5.00F12 5xe = 20 II 5x8 = 5 6 7 7 a i1 a d 1 5x8 STP = 18 17ra " 15 " — 13 12 1.5x8 STP = 4x6 = 20 1. 06 = 3x8 = 30 = 20 11 06 = 3x4 = 44 = LOADING (ps1) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Torrpo. FL 33610 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13.15 >895 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 226 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7-8:20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing BOT CHORD 20 SP No.2 WEBS 1 Row at midpi 3-17,9-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0.8.0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10. 417(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3561/2217, 3.5=-2851/1783, 5-6=-2893/1905, 6-7=-2893/1905, 7-9=-2851/1783, 9-10=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18=-1933/3197, 15-17=-1325/2562, 13.15=-1306/2562, 12-13=-1840/3197,10-12=-1840/3197 WEBS 3-18=0/314, 3.17=-704/660, 5-17=-1981491, 5-15=-266/600,6-15=-4431372, 7-15=-266/600,7.13=-1981491,9-13=-704/660,9.12=0/314 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psh BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0-0 to 5.0-0, Exterlor(2) 5.0.0 to 45-8.0 zone; cantilever left and right exposed end vertical telt 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 pst bottom chord live load nonconcurrent with any other live toads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=417,10=417. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - verify deogo pma wom and READ NOTES ON THIS ANO INCLUDED MrrEK REFERANCE PAGE MD -7473 rev. 1002W15 BEFORE USE. Design v..kf lot use only wllh Mileb®conneclors, lt* de3Jgn Is based only upon pxgamelen shown. and a for anthdividtral building component. nor a buss system. Before use. the bUlcJr g deslgrxrr roust verily the aprAlcaMlry of design pxnatnetors and properly Incogoiale this design Into the over... b ldbtg design. Boclng Indicoted Is to bucWbtg of bxlNidual truss web arK1/or chord members only. Additional lempaary cnd p earKswnl tractrV M iTek' pevenl Is atwoys iegW ed " stcdAlty and to.xevenl cdlgaso with possible personal hyruy and property dduna0e. roi general guidance regarding the 6904 Parke East Blvdkrirlcallmstorago, delivery, erection cxwJ traabq of hisses and in= syslcrm seeANSIfWl I Quality Criteria, OSS -89 and SCSI BuSding Component Torrpo. FL 33610SafetyIrdormoaonava9ablefromlntssRaleInsnhrie, 218 N. Lao Street. Srlte 312, Alexandria. VA 22314. Job Truss Truss Type' Oty PlyWPO208 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7.2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. 713026347 WPO208 A06 Hip 2 1 Max Uplift 2=-418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. iJob Reference (optional) quavers nrsravmce, Pampa, riarn airy, nvnva oo0o0 a uL I o. uv a avy cv i r mn vn unruamea. n PcrC0HML1OglzP836-Go8Bd3KYkeOWNdr912TP?H7bMSzt olzSgo9bF 32.11.1 38.8.6 44-8.0 45-8- Scale = 1:78.0 5.00 F,2 5x8 = 3x8 = 5x6 = 6 7 6 3x6 = cv w le " 17 16 3x8 = 3x4 = 06 = 2x4 11 3x8 = 3x4 = 3x8 = 4x6 = 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 FBC2017/fP12014 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.73 Vert(LL) 0.31 17 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.62 18-20 >852 180 WB 0.59 Horz(CT) 0.21 12 n/a rVa Matrix -SH Weight: 244 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7.2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 7-18.7-16 REACTIONS. (Ib/size) 2=170010-8-0,12=1700/0-8-0 Safety Information available horn lrtm Rale Instlklo, 218 N. Lee Street. Stdle 312, Alexandria. VA 22314. Max Horz 2=104(LC 12) Max Uplift 2=-418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3562/2280, 3-5=-3380/2197, 5.6=-2635/1724, 6-7=-2391/1651, 7-8=-2391/1651, 8-9=-2635/1724,9.11=-338012197,11-12=-3562/2281 BOT CHORD 2.20=-2010/3200, 18.20=-1586/2794, 17.18=-1289/2526, 16-17=-1289/2526, 14-16=-1550/2794,12-14=-1916/3200 WEBS 3-20=-222/369,5-20=-306/485,5-18=-572/529,6-18=-424f734, 7.18=-393/166, 7-16=-393/166,8.16=-4241734,9.16— 572/529,9-14=-306/485,11-14=-222/369 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5-0-0, Exlerfor(2) 5-0-0 to 45-8.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=418,12--418. Thomas A. Alberti PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verily dodgn paremersrs and READ NOTES ON Th7S AND INCLUDED M/rEK REFERANCE PAGE M67173 rov. IM3W IS BEFORE USE Design valid for use only elm Mnek® connectors R& design It based only upon parameters stawn. and Is for tui indlvkdual boldine component not o truss system. Beloro use. the bulldln0 designer must verlly tho c"Alcablity, of dostpn rxNamoters anis properly Incorporate thk dosign Into the overall building design. ®acing Indicated Is to bueMing of Irxdlvkltral Inns web (m d/or Lend mernbeis orgy. AdWibrxA temporary and wmareni Modrp M iTek' prevent Is always regrlied for 31WIlly and to prevent collapse with posaAe, personal InMy and property damage. For genial guidance iogading tie 6904 Perko East Blvd. lalxkatlon, stooge. delivery, erection and bracing of trusses and truss systems, seeANSI/Wi l Quality Criteria, DSB-89 and BCSI Building Component Tanga, FL 33610SafetyInformationavailablehornlrtmRaleInstlklo, 218 N. Lee Street. Stdle 312, Alexandria. VA 22314. Job Truss Truss Type' Oty PlyWP0208 Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 20 SP No 3 WEBS 1 Row at midpt 5.17, 6-16, 8-16 REACTIONS. (Ib/size) 2=1700/0-8-0, 11=1700/0-8-0 713026348 W PO208 A07 Hip 2 1 TOP CHORD 2.3=-3545/2254, 3-5=-3039/1969, 5-6=-2461/1649, 6-7=-2219/1594, 7.8=-2461/1649, 8-10=-3039/1969, 10.11=-3545/2255 BOT CHORD 2-20=•1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16-17=-1097/2218, Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 6.130 s sap i b zui r MI I ex inousmes, inc. rue San z3 07:22:24 20 i$ rage n ID:4xiZSyO5pnperCOHML1OglzP836-k hagPKAVxXN?nOLGI eXVgIRsJ-jIz6hUXj7hzsY9j 1.0 p 7.0 4 l 12.7.15 I 19 0.0 I 25.8 0 I 32.0.1 I 37.7.12 I 44-8.0 4$•e p 0• 7.0.4 57-11 6 4-1 6 8 0 6-4-1 57.11 7.0.4 0 5.00 F12 5x8 = 5x6 = Scale = 1:81.0 1.5x8 STP = 20 19 " 17 16 ,. 14 13 1.5x8 STP= 3x8 = 2x4 II 30 = 4x6 30 = 3x8 = 4x6 30 = 2x4 II 3x8 = 1q LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 TCDL 7.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.40 BCDL 10.0 Code FBC2017/TP12014 Matrix -SH DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.30 17 >999 240 MT20 244/190 Vert(CT) -0.55 17-19 >969 180 Horz(CT) 0.21 11 n1a Na Weight: 243 Ib FT = 20°0 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 2.2-0 oc bracing. WEBS 20 SP No 3 WEBS 1 Row at midpt 5.17, 6-16, 8-16 REACTIONS. (Ib/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Harz 2=116(LC 16) Max Uplift 2=-432(LC 12), 11=•432(LC 13) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3545/2254, 3-5=-3039/1969, 5-6=-2461/1649, 6-7=-2219/1594, 7.8=-2461/1649, 8-10=-3039/1969, 10.11=-3545/2255 BOT CHORD 2-20=•1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16-17=-1097/2218, 14-16=-1507/2751, 13-14=-1873/3179,11-13=-1873t3l79 WEBS 3-20=0/259, 3.19=-497/485, 5-19=-182/403, 5-17=-707/576,6-17=-328t594, 7-16=-319/584, 8-16=-706/575, 8-14=-182/402,10-14=-497/486,10-13--0/259 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=15f1; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5.0.0 to 45-8-0 zone; cantilever left and right exposed end vertical telt and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=432,11=432, Thomas A Albani PE No.39360 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • vedry dealgn panmroren and READ NOTES ON THIS AND WCLUDEO MrrEK REFERANCE PAGE AID -7473 rov. IMIN01S BEFORE USE Design valkt lot use only with Mllek® connectors. lhls design is based only taPOil paanelers shown, and Is log an hdMdu l Iuedhp COMPOnent, not a buss system. Before use. Iho building deslgrici must verify the applicability of design paiatnolets and propoily hcotpotate IhIs design Into the overall brdldUtg design. ®acing Indicated Is to pnevonf budding of frdividt" truss web and/o; choid membegs only. Additional temporary and permanent badng MiTek' Is always iecrAied lot slaiAly, and to pgevent cdigze with possUe personal k*xy and txopeny damage. fog gerleial Guidance iepadng rho fabrication. storage, ddivery. erection and boa ting of tnnsses and Miss systems. 900ANSI/TPI I Quality Cglterb, DSB•89 and SCSI Building Component 6904 Parke East BNd. Sarey Information avaaeNte from Utter Rate hslihde, 218 N. Los Street. Stdle 312, Alexandda. VA 22314. Tompo. FL 33610 Job Truss Truss Type' Oty Ply WPO208 a truss system. Before uso. the building designer must verity the arxlllcabllty of design parameters and populy I ncogwroto this design Into the ovew9 indicated Is to buckling IndNklrKl truss web and/oi chord members only. Additional tornporary a<nd permanent biacklg TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD 713026349' W P0208 A08 Hip 2 1 Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (hb) - Max. Comp /Max. Ten -All forces 250 (lb) or less except when shown. Job Reference (optional) I aanael5 1`11510owce, n ampa, rianr %.ny, rivnua 0.3000 0. , w a aoy .. —, . ,.., , ve ,,,w ,., ,...,. ...o moo.. - .. . — — . oeo , ID:4xiZSy05pnperCOHML109 1 zP836-CBFy21LoGFIEdx?YgSV14iCu6GIMSjTGw8HGg8zsY9i 0 0 0 6.1 1.14 } 13.8-14 21-0.0 F 23 8.0 30 11.2 37.8.2 44.8.0 4S8 p 0 6 11.14 6 9.0 7-3.2 2.8.0 7.3.2 6 9.0 971 1.14 0- Scale = 1:81.0 5.00 12 5x8 — Sx6 = 5 6 0 Ig 1 5x8 STP = 18 17 10 " 15 14 " 12 11 1.5x8 STP = 3x8 = 2x4 11 30 = 4x6 = 3X4 = 3x8 = 06 = 30 = 20 II 3X8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. DEFL. TC 0.91 Ven(LL) BC 0.94 Ven(CT) WB 0.58 Horz(CT) Matrix -SH in (loc) Udefl Ud PLATES GRIP 0.31 15-17 >999 240 MT20 244/190 0.59 15.17 >899 180 0.21 9 n/a rl/a Weight: 252 Ib FT = 20°0 LUMBER- BRACING - a truss system. Before uso. the building designer must verity the arxlllcabllty of design parameters and populy I ncogwroto this design Into the ovew9 indicated Is to buckling IndNklrKl truss web and/oi chord members only. Additional tornporary a<nd permanent biacklg TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15.5-14.7-14 REACTIONS. (lb/size) 2=1700/0-8-0,9=1700/0-8-0 Max Horz 2=128(LC 12) Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (hb) - Max. Comp /Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/2278, 3.4=-2980/1943, 4.5. 2288/1570, 5-6=-2046/1531, 6-7=-2291/1572, 7-8=-2979/1943,8-9=-3552/2278 BOT CHORD 2-18=-1989/3185, 17.18=-1989/3185, 15.17=-1511/2704, 14-15=-982/2042, 12-14=-1486/2703, 11-12=-1896/3186, 9.11=-1896/3186 WEBS 3.18=0/275, 3-17=-556/527, 4-17. 161/459, 4-15=-844/669, 5-15=-372/594, 6-14=-362/590,7-14=-840/666,7-12=-160/456,8-12=-557/528,8-1 1=0/276 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3 Opsl; h=15f1; Cal. ll; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0.0, Extedor(2) 5.0.0 to 45.8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=446, 9=446. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q "RNWG • vedly dwip, pammim and READ N07Es ON THIS AND INCLUDED MREK REFERANCE PAGE UP -7473 rev. 1661/1015 BEFORE USE Design valid lot use only with Klek® connectors. inls design Is based only upon paiametets shown, and Is for an indly clad building component, not a truss system. Before uso. the building designer must verity the arxlllcabllty of design parameters and populy I ncogwroto this design Into the ovew9 indicated Is to buckling IndNklrKl truss web and/oi chord members only. Additional tornporary a<nd permanent biacklg MiTekbu0dingdesign. Bracing prevent of Is always nociuked lot stability and to prevent collgzo vAm possible lx-4sonal Inky and popery damage. For general guidance regarding the klulcallon, storage, delivery, erection and bracing of musses and Iniss systems seeANSI/IPI I Quality Crberlo, DSB49 and SCSI Building Component 6904 Parke East Blvd Safely Information avaeable from Inas Hale Institute, 218 N. Lee Street, SUIe 312, Alexandda. VA 22314. Tampa. FL 33610 A09 Common 7 1 713026350 33566 5.00 rl2 3.130 S b I D:4xiZSyOSpnperCOHM L F --1H Industries. Scale = 1:75.0 2x4 II 44 = 3x8 = 3x4 = 20 11 30 = 4x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.32 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.51 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 We We BCDL 10.0 Code FBC2017rrP12014 Matrix -SH Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1.4,8-11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 3.9.13 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 6-15,7-15,9-13,5-15,3.17 14-16.2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2527, 3.5=-2815/2123, 5.6. 2170/1814, 6-7=-2170/1814, 7-9=-2815/2123, 9-10=-3530/2527 BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17=-1613/2524, 13-15=-1619/2524, 12.13— 2113/3164,10-12=-2113/3164 WEBS 6-15=-943/1286, 7-15=-840/755, 7-13=-202/492, 9-13=-713t634, 9-12=0/330, 5-15=-840/755, 5-17=-202/492, 3.17=-713/634, 3-18=0/330 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; 7CDL=4.2pst; BCDL=3 Opsl; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Comer(3) -1-0.0 to 5.0-0, Exlerfor(2) 5.0.0 to 22.4-0, Comer(3) 22-4-0 to 28-4.0 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.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members, with BCDL = 10 Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qi=lb) 2=454, 10=454. Thomas A. Albani PE No.39360 Wait USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNMG - Verity design pwometon rind READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M -7473 wv. I60MI S BEFORE USE Design valkt fa use only with Mitek® conneclors. lhls design 6 based only upon parameters shown, and Is top an Wilvldual building component, nal a buss system. Below pre, the bulking deslgrnoi must verity, the aWIcabllly of dosign paanelors and ppoporly hlcorpoeofo H* doslgn Into the ow"all Is to buckling Irnttivklual truss ax1/a chord members only. Additional temporary and permanent bocing WOWbuildingdesign. Ikachng Indicated prevent of web Is always requbed la slabOly and to prevent colbgsse p4ih possible personal hnlrsy and ppoperty, damage. roe general guidance pegading the kdxication. storage, doilvery, eiechon and bacbng or busses aid truss systems. seeANSI/iPl t Quality C4lerlo, DSB-89 and SCSI Buading Component 6804 Papke East Blvd. Safety Information available hom lnrs Wale Institute, 218 N Lee Street. S lle 312. Nexadirkx VA 72314. Tannpo. FL 33610 Job Truss Truss I W P0208 IA010 I Root Sp ceial I Ory I Ply 1 I wvozva 7130263511 5.00 F,2 8.130S 12.8.0 i1 7.4-8 1 6x0 = 7x10 = 2x4 II 5x8 = 5x8 = 4 1 6x8 = 1 Scale = 1:78.8 5x6 = lav 19 r' 17 16 " 14 13 5x6 = 06 = 5x9 = 5x8 = 2x4 II 5x8 = 2x4 11 6x8 = 5x8 = LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(CT) -0.52 16-17 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.86 Horz(CT) 0.11 11 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 1.4: 20 SP M 31, 5-7,7-9:2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0,11=1700/0-8-0 Max Harz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11=-515(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/2686, 3-4=-3437/2465, 4.5=-3801/2723, 5-6=-4027/2771, 6.8=-4026/2770, 8-9=-2980/2234,9-10=-3251/2290, 10-11=-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17.19=-2101/3448, 16.17=-2309/3843, 14-16=-2309/3843,13-14=-2301/3297,11-13=-2301/3297 WEBS 3 -20= -353/550,4 -20=-380/502,4-19=-1469/2251,5.19=-1973/1408,5-17=-438/816, 6-17=-414/358. 8-14=-1056/681, 9-14=-532/904,10-14=-379/486 PLATES GRIP MT20 244/190 Weight: 284 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 6-5.6 oc bracing. 1 Row at midpi 8.14 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=3.0psf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5-1-14, Exterior(2) 5-1-14 to 12.8.0, Corner(3) 12.8.0 to 39-6-10, Extedor(2) 39-6-10 to 45.8.0 zone; cantilever left and right exposed ; and 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) 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 402 Ib uplift at joint 2 and 515 Ib uplift at joint 11. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Verily dedpn parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE UH -7473 rev. 100=15 BEFORE USE. Desugn valid for use only vAlh Mnek® conneclom ills design Is lxzed only upon parameters slaws. and h for an Individual bids ng component, not a buss system. Belore use. Iho building doslynei must verify the opplkallYly of design parameters anis propeuly bncorponato this ctosion Into the overall Indicated Is to buckling Individual )nus web and/or chord members only. Additional temporary and permanent braCN MOWMid1rVdesign. Bracing prevent of Is always required for slabelty and to proven) collq>se wllh posilAe personal Iniuy and property damage. Fon goneral guidance regarding tis sloKVe. dollveny, erecllon ants bracing of Inures and Inrss systems sooANSI/71l Quality CAterlo, DSB-89 and SCSI Building Component Park* 6904 Park e East Blvd Saley Information avallade from Ir ss Rale Institute, 218 N. lee Street. kite 312. Alexandria, VA 22314. To 33610npo Job Truss Truss Type' City Ply WPO208 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 713026352 WP0208 A011 Roof Special 1 1 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing. WEBS 20 SP No.3 Job Reference (optional) tsmaers 1-trstbource, I ampa, ream 1ary, r-fonoa ;rdauo 5.00 12 0. 1,3u Soup lD ZVII MI I eR II'uubll lu*,-'R- IVtl Jan cJ V/.CG. .'LV rO IcrCOHML 1 Og l zP836-VFIAXKDXdAOICiPEdFM W(gboHyE IS660ncasl 5x8 = 3x4 = 3x4 = 5x6 = Sx6 = 4 5 6 20 II 3x6 = 5x8 = Scale a 1:79.4 3x6 = 24 23 22 21 20 19 18 17 16 15 3x8 = 2x4 II 3x4 = 3x6 = Sx8 = 30 = 3x4 = 3x8 = 6x8 = 3x6 = LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Veri(LL) -0.15 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC20171TP12014 Malrix-SH Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2=70(LC 16) MaxUplift All uplift 100 Ib or less at joints) 18 except 2=-164(LC 12), 20=-485(LC 9), 13=-275(LC 13) Max Grav All reactions 250 Ib or less al jolnt(s) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24), 18=343(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-878/647,3-4=-3151230,4-5=-37/304,5-6=-64/344,6-7=-53M70, 10.11=-881/677, 11-12=-1178/905, 12-13>1421/1152 BOT CHORD 2-24=-503!759, 23-24=-503/759, 20-22=-741!704, 19-20=-970/875, 18-19— 339/881, 16-18=-339/881,15.16=-559/1061, 13-15=-944/1261 WEBS 3 -23= -573/623,4 -23=-191/356,4-22=-646/548,5.22=-274/176,6-22=-599/912, 6.20=-690/537,7-20=-944/673,11.15_ 234/398,12-15=-256/473,11.16=-241/258, 7-19=-774/1192,10.16=-54/267,8-19=-318/278,10.19=-929/667 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.2-3, Extedor(2) 5.2.3 to 11.0.0, Comer(3) 11.0-0 to 14.4-0, Extedor(2) 16-4-0 to 45.8.0 zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will tit 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) 18 except 01=1b) 2=164,20=485,13=275. Thomas A. Albani PE No.39380 MiTok USA, Inc. FL CoR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWG - Vady deNpn paras wow and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE A07473 rev. Td0YMIS BEFORE USE Design valid for use only with Mllek® connectors lids design Is based only upon Ixacimelers shown. and Is lot an Individual buDdirlg component, not o suss sWlem. Belofe use. the IxllcArvj designer must veilly tho glplkolAlly of design txxaneters and Ixoperty Incorpaale this design Info the overall building design ®acN kxdkated Is to budding of frxflvkkfd truss web and/o1 chord members only. Addllonat lernpowry and permanent Macing MiTek' pfovent Is dwoys negslred for stWOlty and to pfevenl collarxse vAlh posslIle personal hh+y and property damage. Fos general guidance regarciry the 6904 Parke East Blvdfallr1c0110n. slaage, ddNery, esedlom Orxi bachq of Inraes and lams systems. secANSWPI I Ouoilly Cdfenlo, DSa-e9 and SCSI Sulldbv Component Tanga. FL 33610SOtetyIMormatbnOVCIUC"e from lass Ralo I liftile. 218 N. Lee Street, Sure 312. Adoxrndrb. VA 22314. W PO208 I A012 I Roof Special Girder 11 I 1 I 713026353 rrsiSource. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:16 2018 Page 1 ID:4)oZSyOSpnperCOHML1OglzP836-zSDY9gE000WW IYppo4rmDpLL7eeGravxrEblr9zsY9r 1• SSO 400 12.60 1640 164.0 2SOA 31.32 37.48 37 •01645 448.0 S SS•0 37•o 36o 38.0 2-. 660 632 67-e 84311 5x8 = 5.00 12 20 II 5x8 = 5x6 = 5 6 7 5x8 = 3x6 = 5x8 = Scale = 1:79.4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3x6 = 20 II 3x8 = 3x6 = 34 II 4x6 = 20 II KPddB 164-0 S5-0 eoa 12$0 164.07.4 21.7.2 2500 262.7 34.313 37.60 40.4.5 u-e•o SSO 37.0 360 I 40 332 332 3.4.14 32.7 61.61 2.65 + 4.3.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (LOCI Met L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.08 17.19 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0 19 17-19 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 13 n/a nta BCDL 10.0 Code FBC20171TP12014 Matrix -SH Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.4.14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100 Ib or less at jolnt(s) 22 except 2=-243(LC 27), 20=-930(LC 5), 13. 409(LC 9) Max Grav All reactions 250 Ib or less at joints) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20), 22=270(LC 18) FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1160/413, 3-4=-788/381, 4-5=-632/410,5-6=-6321410.6-7=-415/360, 7-8=-264/895,8-10=-219/352, 10.11=-1581/618, 11.12=-1900/789, 12-13= 2089!794 BOT CHORD 2-27=-362/1009, 26-27=-362/1009, 25-26=-243V743, 23.25=-211/396, 22-23=-310/346, 21.22= -310/346,20.21=•1657/566,19 -20=-1657/566,17-19=-504/1138,16.17=-635/1761, 15-16=-666/1852,13-15=-66611852 WEBS 3-26=-380/169, 4.26=-65/274, 6-25=-178/660, 6-23=-553/165, 7-23=-147/573, 7-21=-1002/345, 8-21=-277/1010, 8-20=-2629/931,11-16=-104/372, 8-19=-628/2073, 10-19=-1688f730,10-17=-79/675,11-17=-261/188 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUI1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 30 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live toad nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 22 except 01=1b) 2=243,20=930,13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 109 Ib up at 25-7-4,145 Ib down and 107 Ib up at 27-7-4,145 Ib down and 107 lb up at 29-7-4,145 Ib down and 107 Ib up at 31-7-4,145 Ib down and 107 Ib up at 33-7-4, and 145 Ib down and 107 Ib up at 35.7.4, and 250 Ib down and 202 Ib up at 37-8-0 on top chord, and 82 Ib down at 25-7-4, 81 Ib down at 27.7-4, 81 Ib down at 29.7-4, 81 Ib down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35-7.4, and 262 Ib down and 110 Ib up at 37-8-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Iront (F) or back (B). Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cett 663 6004 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vorrry deslyn pitmMSrort trod READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU -7473 rev. IMMIS BEFORE USE Design vdid la use only calm MlteWconneclors. ft design Is based ordy upon parameters shown. and a for m hdivldixll Ixrking component, not a truss sWtein. Bet" use. the Irlldng dedgnei must viAfy the arAAlca Nity of daOgn paaneters and popoily IncoiMole It& dealgn Into the overall acing indicated is to buckling tndlvkhxl Inns web and/or Chad members only Ad(Anlonal lernpoiary (nd Penna *nl Iracing MiTekbedngdesign. rrevenl of Is always rogiLed rot sid)OIty and to prevent collgxe wnh possible personcl Injury orx1 Iroporty danago. rot genotd gildatce iogatirlg the 6904 Parke East Blvd. IcAwIcatim storage, delivery. ereellon and txacblp of Inas aril tnrss systems weAN51/IPt I Cuaaly C4tedo, DSB49 and SCSI Building Component Safety 1=1 1"allon avdktble from truss Rale Imnhde. 218 N. lee Sheet. Stille 3)2. Aiexarldrkl, VA 223)4. Tampa. FL 33610 Job Truss Truss Typd Ory Ply WPO208 M iTek' prevent Is always required fa sIdAty and to provont eolloixe vAth possible personal b1Wy and Ixolwrty damage. For general guidance regodng he 6904 Parks East Blvd. fabrk:atbn storage, delivery, erection and brocbng of trusses and Inas systems. seeANSUIPI l Quality Cllfaulo. DSB-09 and BCSI Building Component 713026353 WP0208 A012 Roof Special Girder 1 1 Job Reference (optional) Builders FirSt5ource, Tampa, Plant Guy, FlonGa 33555 a. wu s aep 10 zvt r mr r ex invusures, im. r ue .tan ca vrzz: r o ev i a rays c ID:4xiZSyOSpnperCOHMLI 091 zP836-zSDY9gE90UW W 1Yppo4rmDpLL?eeGravxrEblrOzsYgr LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Verl' 1-4=-54, 4-6=-54, 6-7=-54, 7.11_54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 11=-153(F) 16-262(F) 28=-109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32-105(F) 33=-105(F) 34=-61(F) 35-58(F) 36-58(F) 37-58(F) 38-58(F) 39=-58(F) Q WARNING- VOrr1y dough pwarnotom and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473 rev. IMM2015 BEFORE USE Design valld fa use only vAm MlleM comnoctors. this design Is based only upon parameters shown. and Is for an IndNldral building component. not a truss system. Before use. the building designer roust verity the opplkabOty of design paanetors and properly bncorpaate this design Info the ovoid, btAc*vj design. Dochg Indicated Is to buckling of frdllvkltdA Iruss web and/or chord members only. Addltlon d lemporary and permanent bracing M iTek' prevent Is always required fa sIdAty and to provont eolloixe vAth possible personal b1Wy and Ixolwrty damage. For general guidance regodng he 6904 Parks East Blvd. fabrk:atbn storage, delivery, erection and brocbng of trusses and Inas systems. seeANSUIPI l Quality Cllfaulo. DSB-09 and BCSI Building Component Tempo. FL 33610SafetyInformationavailablefromInasPlateInstilule. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WPO208 DEFL. to (loc) Well Ud PLATES GRIP 713026354 W PO208 A013 Hip Girder 1 1 0.04 11-13 >999 240 MT20 244/190 TCDL 7.0 Job (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTekek Industries• Inc. rue dan 23 07:22n r 2018 rage 1 I D:4xiZSyO5pnperCOHML 1 Og 1 zP836-RemwMOFn9oe NIIO?M nM?IOte 124Sa6J44uLrObzsY9q 1.0.0 4.3.11 7.0 0 12-8.0 18.4-0 21.0.5 25.4.0 1-0.0 4-3-11 I 2-B-5 5.8.0 I 5-8.0 f 2-8.5 I 4-3.11 5x8 = S.nn 11 20 II 5x8 = Scale a 1:44.0 30 = 2x4 11 3x6 = 3x4 = 3x12 MT20HS = 20 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. to (loc) Well Ud PLATES GRIP TCLL 20.0 Safely Information avdtamto from lnss Plate Ins9krle. 218 N. Lee Street, Stile 312, Alextaxlrb. VA 22314. Plate Gnp DOL 1.25 TC 0.40 Vert(LL) 0.04 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.08 11-13 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 10 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=44/0-8-0,2=656/0-8-0,10=1197/0-8-0 Max Harz 2=53(LC 12) Max Uplift 8=-68(LC 19), 2=-186(LC 4), 10=-313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1109/272, 3-4=-879/256, 4-5=-629/232, 5.6=-629/232, 6.7=-92/492, 7-8=-68/313 BOT CHORD 2-14=-223/966, 13-14=-223/966,11.13=-168/797, 10.11=-475/161,9-10=-271/81, 8.9=-271/81 WEBS 4-13=-38/262, 5.11_ 350/191, 6-11=-351/1203, 6-10=-937/294, 7-10=-308/139 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=15fh Cat. II; Exp C; Encl., GCp1=018; 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 Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except Ot=1b) 2=186,10=313. Thomas A. Albani PE No.39300 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Yedry design pwametere and READ NOTES ON THIS AND WCLUDED MrrEK REFERANCE PAGE NO -7473 rev. 10'd34r01S BEFORE USE Design valid lop use only with Mnekb connectors. lhh design Is Iasod only upon parameters shown. and Is lot an hdlvkdu l buldhg component, not a truss system. Below use. the IxAlding doslgnei must verily the opplbabllly of deslpn parameters and properly hcor oiale Wits design Into the ovoiall Is to buckling Individual Inra and/01 chord mernbets only. AdWlbnal lemM ay and petmanenl Mating WOWbtidirtgdesign. Biachg Indicated prevent of web Is always iequLed for stal)ltty and to prevent coilat with poss"o petsond"and txoperty damage. rot general guidance regarding the falxkatbrx storago, dolNory, erection and Ixaalrng of liusses and Inas systems, seeANSI/iPIr Quality Criteria, 039.89 and 9CSI Su" Component 6904 Parke East Blvd. Safely Information avdtamto from lnss Plate Ins9krle. 218 N. Lee Street, Stile 312, Alextaxlrb. VA 22314. Tompo, FL 33610 Job Truss Truss Typei Oty Ply WPO208 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 713026355 WPO208 CJI Jack -Open 10 1 LUMBER - TOP CHORD 2x4 SP No.2 IJob Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 M17ek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1 ID:4xiZSyOSpnperCOHML 1 Og 1 zP836-BZNiSRN3osvysFBwytXL971PO4ZNwlyYNSmNkOzsY9g 1.0.0 1.0.0 1-0.0 i 1-0.0 20 = 1.5x8 STP = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017l1-PI2014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplilt 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.5 DEFL. in (loc) Well Ud PLATES GRIP Verl(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a We Weight: 5 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsi; h=15fl; Cal. If,, Exp C; Encl., GCpl-0.18; MW FRS (envelope) and C -C Corner(3) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 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.Opsl on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. veft doogn pammetem and READ N07ES ON THIS AND INCLUDED UI EK REFERANCE PAGE M*7473 rev. fGWOMIS BEFORE USE. Design valid for use only with MnekO conneclors. lhls design Is based only upon paaneters shown. and Is for an Individual landing component riot a truss system. Bofore use. the building designer must verily Iho (401COIA11Y of design parameters and piopoily Worpoiate this doslgn Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tans web and/or chord members only. Additional temporary aril permanent bracing WOW Is always required la stability and to prevent collapse with possible personal Injury and poperty, damage. for general guidance regarding the fabrication, storage. dolivery, oiecilon and bradng of Inrsses and inns systems. seeANSItIPI I Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avaVdNe from Inns Rale I nsilkde. 218 N. lee Street. Sidle 3)2. Alexaldrkl, VA 22314. Tompo. FL 33610 Job Truss Truss Typd Oty Ply IWPO208 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.08 713026356 WP0208 CJ3 Jack -Open 9 1 I LUMBER - TOP CHORD 20 SP No.2 Job Reference o tional Builders FlrsiSource, Tampa, Plant City, Florida 33566 8.130 s 5ep 15 2017 miTekex industries, me. I ue Jan 23 07:22:28 201 a rage 1 I D:41aZSyOSpnperCOHMLI Og 1 zP836-dmx4gnOhZA t pUOj7Vb2aiLgZ2TuZfCCIc6VwGSzsY9f 1.0 0 3.0.0 1. 0 3.0.0 30 = 1 5x8 STP = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix -P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) • Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.8 DEFL. in (loc) Well Ud PLATES GRIP Veri(LL) -0.00 24 >999 240 MT20 244/190 Vert(CT) -0.01 2.4 >999 180 Horz(CT) -0.00 3 n1a n/a Weight: 11 Ib F7 = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A Albani PE No.39360 MiTlk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARN6yG • Vadly design paranWors and READ NOTES ON THIS AND WCLUDEO MITEK REFERANCE CAGE )WX7173 ray. 1WOMlS BEFORE USE. Deakin valid for use only with Mnek® connoctors. lnls design 6 basod only upon parameters shown. and Is for an individual "ding component. not a huss system. Before use, the building doslgnen must verily the aWlcoblity of design paaneteis and rxoperty iicorpaato this design into filo ovoialk design Bracing trxlkatod is to buckling Individual mass web orxd/ot chard rnernbers only. Additional lernpaary and pennanent bracing MiTek' buBdbV rxevenl of Is always retained for slabillN and to proven collatze wllh possible personal Injury and property damage. For general guidance iegaadkp the 6904 Parke East Blvd, klxacollm storage, delivery, erection and bracln0 of masses and inapt systems secANSI/IPI I Ouomy Criteria, DSB49 and 5CS1 Building Component Safety Irlormaaon available from inns Plato Institute, 218 N. tee Sheol, Suite 312. Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Typ9 Oty PlyW P0208 MiTek Is always required lou stability and to prevent colbPse with possible personal eW+y and Ixoparly damage. For general guidance, regarding Rho 1.Sx815TP= 1.0 s 3.0.0 713026357 WPO208 CJ3A Jack -Open t 1 1.11.11 LOADING (psi) SPACING- 2-0-0 Job Reference (optional) Builders FIr5150urce, Tampa, Plant City Florida 33565 B.13U S Sep 15 ZU17 Mi 1 eK mauSlrteS, InC. I ue Jan Z3 U/:ZZ:Ztl'ZUlld Page 1 ID:4xiZSyO5pnperCOHML t Og 1 zP836-dmx4gnOhZA t pUOj7Vb2aiLgaxTuMiCCic6VwGSzsY91 1.0.5 3.0.0 1.0.5 1.11.11 Scale = 1:10.8 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3=-43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511, Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0-1-12 to 1-0-5, Extedor(2) 1.0.5 to 2-11.4 zone; cantilever left and right exposed; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 tit 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) 5, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL CBR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • godly design paannotors and READ NOTES ON THIS AND INCLUDED NI7EK REFERANCE PAGE NIP7473 rev. 1003WIS BEFORE USE 3x8 II Deslgn valid la use only with Mllok® connectors. Inls design is based only upon parameters shown. and Is la an VidNkkal building component not o truss system. Belot use, the building designer must vonly, the applkalbllly of design parameters and properly Incoupaole Duk design Into the overall building design. Bracing tntncotod Is to prevont budding of Individual truss web and/or chard members orgy. Addlllor" leinwary and perrnananR Matting MiTek Is always required lou stability and to prevent colbPse with possible personal eW+y and Ixoparly damage. For general guidance, regarding Rho 1.Sx815TP= 1.0 s 3.0.0 Safely Information avallarblo hon Inca Plate Inslikde. 218 N. bee Sheel. Stlte 312. Alexandra. VA 22314. Tompo. FL 33610 a 1.0.5 1.11.11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) -0.00 4-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nta rVa BCDL 10.0 Code FBC2017lrP12014 Matrix -R Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3=-43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511, Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0-1-12 to 1-0-5, Extedor(2) 1.0.5 to 2-11.4 zone; cantilever left and right exposed; end vertical lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 tit 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) 5, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL CBR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • godly design paannotors and READ NOTES ON THIS AND INCLUDED NI7EK REFERANCE PAGE NIP7473 rev. 1003WIS BEFORE USE Deslgn valid la use only with Mllok® connectors. Inls design is based only upon parameters shown. and Is la an VidNkkal building component not o truss system. Belot use, the building designer must vonly, the applkalbllly of design parameters and properly Incoupaole Duk design Into the overall building design. Bracing tntncotod Is to prevont budding of Individual truss web and/or chard members orgy. Addlllor" leinwary and perrnananR Matting MiTek Is always required lou stability and to prevent colbPse with possible personal eW+y and Ixoparly damage. For general guidance, regarding Rho foLvicallon. shape, delivery, erection and bxachng of tnisses and In= systems, seoANSI/IPI I Quality Cdtodo, DSB•69 and BC31 Building Component 6904 Poke East Blvd. Safely Information avallarblo hon Inca Plate Inslikde. 218 N. bee Sheel. Stlte 312. Alexandra. VA 22314. Tompo. FL 33610 Job Truss Truss Typb Oty, PlyWPO208 in loc) Wall Ud TCLL 20.0 Plate Grip DOL 713026358 WPO208 CJS Jack -Open 9 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) Job Reference (optional) I uunoers l irsibource, l amps, dant Glty. Flonaa 33bou b. i 4u s oep it, zu i r Mt t ex mausines, im. i ue dan za urzz:ze zu i o rage i ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-SyVT160JKU9g5YIJ31apEYNfatBvOeSrgmFUpvzsY9e 1.0 0 5.0.0 _ 1.0.0 540 3x8 = 1.Sx8 STP= LOADING (psi) SPACING- 2-0.0 CSI. OEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a BCDL 100 Code FBC2017fTP12014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91 (LC 12) Max Uplift 3=-81 (LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale. 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=1511; Cat. II; Exp C; Encl , GCpl=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • Verify deOgn puemeren and READ NOTES ON THIS AND INCLUDED I UTEK REFERANCE PAGE M67473 rev. 1410014015 BEFORE USE Design valid Io; use only vAlh Muck® conneclom lnls design is based oily upon poiamelers shown. and Is for an li dlvldtid Wilding component, not a truss syslem. Below use. the btitkflnp designer must verify the applicability of design poiamelers and popeily Incorlwrato this design Into the oveidl tiding design. Bracing indicated Is to prevent ixfckllng of Individual truss web arta/or chord members only. Additional temporary and permanent bracing WOW 15 always recItlied for sklNllry, and to pevenl coligx o Min passible personal hpry and poparty, donage. For general guldcance ieWding the fabrication. storage. delivery, eiectkn and bracing of lnrssesand Miss systems, seeANSI/1Pll Quality CrIleft, DSO -89 and SCSI Building Component 6904 Parke East Blvd SWey, information clvafade from 1rtB Plole frslitr0o, 218 N. Lee Streel. Salle 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply WP0208 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% LUMBER- BRACING - 6804 Parke East Blvd, 713026358 WPO208 CJ5A Jack -Open 1 1 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb(size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Job Reference (optional) Builders 1-irsibource, 1 ampa, mam Lary, monoa c"*bb o. r oV b ovy r o cv , r M , vn ,, - . our . ID:4xiZSyO5pnperCOHML1091zP836-Z83r5SPx5nHXli1VdO52nmwrdHXZ75h?30_1 LLzsY9d 3.0.5 5.0.0 r 3.0.5 1.11-11 ' 5.00 30 = Scale = 1.16.5 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 FBC2017fTP12014 CSI. TC 0.47 BC 0.30 WB 0.00 Matrix -R DEFL. in Vert(LL) 0.04 Ven(CT) -0.05 Horz(CT) -0.03 loc) Vdefl Ud 4-5 >999 240 4.5 >999 180 3 n/a n1a PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% LUMBER- BRACING - 6804 Parke East Blvd, TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb(size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-137/284 NOTES - 1) Wind: ASCE 7-10; VUI11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0.1.12 to 3-0-5, Extedor(2) 3-0-5 to 4.11.4 zone; cantilever tell 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) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 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 Ib uplift at joint(s) 5, 3. Thomas A. Alban! PE No.39380 MiTsk USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO - Vorlry dosign penmeren and READ NOTES ON THIS AND INCLUDED Mr EK REFERANCE PAGE ND -7473 rev. its eswis BEFORE USE Design vald for use orgy with Mllek®connoctois. Irgs cleslgn b based orgy upon parameters shown. and Is lop an Individual bulding component. nor a bus system. Bolore use. the building designer must vodN the appllcablity, of design Iwrameters and properly Incoglorolo this design Into tpni overall buildinging design. Brachg Indicated Is to prevent buckting of IrKFWJtxi truss web and/or chord members orgy. Additional lernporary and peimanenl twrcing MOW IS drivoys regrJred for stability and to r sevent colatze with possible personal "and properly damage. ror general guldcnce regarding the ki rlcollon slorage. delivery, eiectbn and bracing of tnrsses and bus systems seeANSIMI l Quality Criteria, DSB-89 and SCSI Building Component 6804 Parke East Blvd, Safety Information CrvdJkUle from lma Rate InsliRrie, 218 N. lee Sneer. Stile 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Typ9 Oty Ply W P0208 M iTek' TC 0.93 TCDL 7.0 Lumber DOL 1.25 kllxtcalkxl, storage, delivery. eiecllon and tracing of trusses art Iniss system seeANSI/iPl t Oaailly Criteria, DSB-89 and BCSI Building Component 713026360 WP0208 EV JACK -OPEN 30 1 i Job Reference (optional) i Builders FirstSource, Tampa, Plant Cly, Florida 33566 8.130 s Sep 15 2017 MITek Industries. Inc. Tue Jan 23 07:22:30 2018 Page I ID:4xiZSyO5pnperCOHMLI Og1zP836-Z83r5SPx5nHXlitVdO52nmwkYHSw75h?30_1 LLzsY9d 1.0 0 7.0.0 1.00 7.0.0 3x8 = 1.5x8 STP = LOADING (psf) SPACING- 2-0.0 Design valid lot the only W th Malek® connectors. Ills design Is lased only upon parameters shown. and Is lot an trWNkAral building component. not CSI. TCLL 20.0 Plate Grip DOL 1.25 M iTek' TC 0.93 TCDL 7.0 Lumber DOL 1.25 kllxtcalkxl, storage, delivery. eiecllon and tracing of trusses art Iniss system seeANSI/iPl t Oaailly Criteria, DSB-89 and BCSI Building Component BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matnx-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2— 85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. CompJMax Ten - All forces 250 (lb) or less except when shown. Scale = 1:19.8 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Ven(CT) -0.18 2-4 >431 180 Horz(CT) -0.00 3 n/a n1a Wight: 23 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf, h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5-0-0, Exterior(2) 5-0-0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except 01=1b) 3=102. Thomas A. Albani PE No.39360 Wilk USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING . Vorfly deefgn pemtteten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev. faOMIS BEFORE USE Design valid lot the only W th Malek® connectors. Ills design Is lased only upon parameters shown. and Is lot an trWNkAral building component. not a liuss syslom. Before use. the IxI&Sng deslgnei must verify the appllca billy of design Ixltaneteis and Ixopedy Incotpoiato this design Into llai overall building design. ®acirig Indicatod K to txickting of IndNklual truss web anal/or chord members only. Additional temporary (nal pennononl Mating M iTek' prevent Is always ioqulred los sWWlly and to Ixevent colla"o wIM possLYe personal hjury and Ixopetty damage. for general guidance regard bV the kllxtcalkxl, storage, delivery. eiecllon and tracing of trusses art Iniss system seeANSI/iPl t Oaailly Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Tampa, FL 33610SafetyinformationavailablefromlnisRateInsORde. 218 N. tee Sfreel. Wle 312. Alexandria, VA 22314. JobI Truss I Truss Type I oty I Ply I W P0208 713026361 WP0208 EJ7B Jack -Open 1 1 ity, Florida 33566 8.130 s Sep 15 2017 MITek Indust ID:4xiZSy05pnperCOHML 1 Og 1 zP836-1 KdDlo 7.0.0 7-0.0 3x6 = 1 5x8 STP= 23 Scale = 1:19.8 NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3 Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0-4.0 to 6.4-0, Exterior(2) 6.4.0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) - This truss has been designed for a live load of 20.0pst 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) 1 except 01=1b) 2=104. Thomas A. Albani PE No.38360 MITek USA, Inc. FL Cott 6634 6804 Parke East Blvd. Tampa FL 33610 Dote: January 23,2018 Q WARNING - Verrry dedyn peremir1mv and READ NOTES ON TM AND INCLUDED NITEIC REFERANCE PAGE M&7473 rev. 1043M16 BEFORE USE 7.0.0 Plate onsets (x,Y)-- I1:0-0.2.0-0-01 a truss system Before use. the building closigner must verily Into appilcaMity of design paanelens and property Incorporate this design Into Iho overall btAcM g design. 0ochg Indicated Is to prevent buckling of IxfNkkal truss web aryl/a chord members only. Acklllor" lernpoiary and permanent rxuclng MiTek' Is always regrJred lot stability and to pnevenl collarAo with possible personal b*ny and Property damage For general gldance negading the LOADING (psi) SPACING- 2-0.0 6004 Parke East Blvd. Tanga. i. 33610 CSI. DEFL. in loc) Well L/d PLATES GRIP 7CLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 1-3 >481 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 1.3 >436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rda rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 22 Ib FT = 201b LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5.8.6 oc purfins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=244/0.8-0, 2=165/Mechanical, 3=79/Machanical Max Horz 1=111(LC 12) Max Uplilt 1=-53(LC 12), 2. 104(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3 Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0-4.0 to 6.4-0, Exterior(2) 6.4.0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) - This truss has been designed for a live load of 20.0pst 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) 1 except 01=1b) 2=104. Thomas A. Albani PE No.38360 MITek USA, Inc. FL Cott 6634 6804 Parke East Blvd. Tampa FL 33610 Dote: January 23,2018 Q WARNING - Verrry dedyn peremir1mv and READ NOTES ON TM AND INCLUDED NITEIC REFERANCE PAGE M&7473 rev. 1043M16 BEFORE USE Deskyt valid for use only with Mitek® Connectors. this design Is based only upon paamolers stwwn. and Is for an IndlvkAnal balding componenl, nol a truss system Before use. the building closigner must verily Into appilcaMity of design paanelens and property Incorporate this design Into Iho overall btAcM g design. 0ochg Indicated Is to prevent buckling of IxfNkkal truss web aryl/a chord members only. Acklllor" lernpoiary and permanent rxuclng MiTek' Is always regrJred lot stability and to pnevenl collarAo with possible personal b*ny and Property damage For general gldance negading the labxk;ollm storage. delivery. erecllon aril bating of Inisses arK1 in=systems seeANSPIMI Quality Criteria, DSa-e9 and ICSI Wilding Component 6004 Parke East Blvd. Tanga. i. 33610SafelyInformationavalkrUlefromtrussRaleInslihrle. 718 N lee Street. Stills 312, Aloxardrla, VA 22314. Job Truss Truss Typb City Ply WP0208 DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 713026362 WP0208 H1 Root Special Girder 1 1 Vert(CT) -0.18 12-14 >999 180 BOLL 0.0 Rep Stress Incr NO Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33565 a.13u s yep 1, zul / Nit f eK mausines, Inc. i ue dan z 1 ur:zz:,Iz zu to rage t ID:4xiZSy05pnperCOHML 1 Og 1 zP836-VXAbW 8RBdPXFy01 ukR7W sB?3P56ibrblXIT8PEzsYBb 1 0 0 4.3.11 7 0 0 12.8.0 18.4.0 20.4.0 25.4.0 1 01 4-311 2•&5 58.0 I 58.0 I 2.0 0 I 50.0 4x6 = 77i,,-H 5x6 = Scale a 1 45.0 5.00112 4 16 17 b 18 19 6 4x12 = a,e 20 11 3x8 = 30 = 20 II 6x8 = 20 11 4-3.11 7-0.0 1 12.8-0 1 18-0.0 1a•4 0 2 25.4-0 7.fi-5 &&0 5.4-0 0:4.0 2.0.0 50.0 Fi13>E Plate Offsets (X Y)-- 16:0-3-0,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.97 Vert(LL) -0.08 12.14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.18 12-14 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -SH Weight: 131 ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 20 SP No 3 BOT CHORD WEBS REACTIONS. (IbJslze) 9=-15310-8-0,2=1118/0-8-0,11=2708/0-8-0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5) Max Grav 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182!730, 3.4. 2027!706, 4-5=-1869/670, 5.6=-3121919, 6-7=-338/983 BOT CHORD 2-15---682/1938,14-15=-68211938, 12-14=-518/1450,11-12=-518/1450, 10.11=-788/274, 9.10=-785/275 WEBS 4.14=01421, 5-14=-184/491, 5.12=0/501, 5-11=-2653/928, 6-11.815/412, 7-9=-288/867 Structural wood sheathing directly applied or 3.4.6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5.11 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever left and right exposed; and vertical left and right exposed; 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.Opsl 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 Ib uplift at joint(s) except (jt=1b) 9=273,2=379,11=940 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at 7-0-0,105 Ib down and 107 lb up at 9.0.12, 105 Ib down and 107 lb up at 11-0-12,105 Ib down and 107 lb up at 12-8-0,105 Ib down and 107 Ib up at 14-3-4, and 105 Ib down and 107 Ib up at 16.3-4, and 200 Ib down and 202 Ib up at 18-4-0 on top chord, and 320 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9.0.12, 81 Ib down at 11.0.12, 81 Ib down at 12-8-0, 81 Ib down at 14-3-4, and 81 Ib down at 16-3-4, and 320 Ib down and 109 Ib up at 18-3-4 on bottom chord. The design/selecllon of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54,4-6=-54, 6-7=-54, 7.8=-54, 2-9=-20 Thomas A. Albani PE No.39380 MiT9k USA, Inc. FL Cort 6631 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VMry dedgn pantmeters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 1867473 rev. 10111MI6 BEFORE USE Design valid lot use only with Mnekb connectors. Itis design Is t awd only upon paaneters shown. and 61or an 1x1NkAgl building component, not a truss system. Belau uso, tho Iw9dIn0 designer must verify the cilxAlcubalty of drsltxn Paiameleis axl prop eriy Incoipoiale this Ueslgn Into Iho overall btic*g deslUn. Brueing IndMaled Is to buckling of 1rx11vk tKi truss web and/a chord members only. AW Clonal temWary and permcmnl bf0cing MOWprevent Is always ioctuted la slabalty and to gevent coll4>so wtlh p ossalle personal IMay and property damage rot general guidance regadlng We 6904 Parke East Blvd. Ic"Icalkxn, storage, dellvery, erocikfn and txaGng of Mmes and tr rn systems seoAN31/1PI I Quality Crilerlo, DS111•69 and 5CSI Building Component Tampa. Fl. 33610SafelyInformationawActolefromlrtissRalefrx9krie. 218 N. lee Street, Su lle 312, AlexarKida. VA 22314. Job Truss Truss Type Oty Ply WP0208 MiTek' blidhlg design. prevent of Is always oequbed for stalA ty and to prevent cobigxse wblh possUe personal Inlay and propene damage. Fa general guidance oegardlng 80 6904 Parke East Blvdfabuk:alkxL storage, delivery. eiectlon and bracing of trusses and Inns systems seeANSI/1)l I Quality CAtarla, DS11-69 and SCSI BuOdhg Component Wally InIMM00011 0WOONe horn lues Rape hulihsle. 218 N. lee Street. atlte 312. Alexandria, VA 22314. 713026362 WP0208 H1 Root Special Girder 1 1 Job Reference (optional) BU1ldefs hlrsl5ource, I ampa, manl lily, 1-10f10a JJbbb 0.1Jv 5 oep 10 Zvi f Ml l ell mUU511195, 1111:. 1 ue 0411 CJ vf:44:04 4v 10 vayv c ID:4xiZSyOSpnperCOHML1Og 1 zP836-VXAbW8RBdPXFy01 ukR7WsB73P561brblXjT8PEzsY9b LOAD CASE(S) Standard Concentrated Loads pb) Vert: 4=-153(F) 6=-153(F) 14-320(F) 12=-58(F) 5=-105(F) 11— 320(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-1 05(F) 20-58(F) 21=-58(F) 22=-58(F) 23=-58(F) Q WARNING - Vailty dedgri panmorsn and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE I11IFT473 rev. MOMIS BEFORE USE Designs vaild la use orgy Win Wlek®conneclom "design Is based only upon paaneters shown, arxy K loo an Indivbdutal MAding component, not a truss system Before use. the building designer must verify the ap pllcabllty of design paanleters and properly Incorporate this design Into the overall Biachg Indicated K to budding Irlulvklual Isuss web and/or chord members only. Additional lemporary and peUrlaront bracing MiTek' blidhlg design. prevent of Is always oequbed for stalA ty and to prevent cobigxse wblh possUe personal Inlay and propene damage. Fa general guidance oegardlng 80 6904 Parke East Blvdfabuk:alkxL storage, delivery. eiectlon and bracing of trusses and Inns systems seeANSI/1)l I Quality CAtarla, DS11-69 and SCSI BuOdhg Component Wally InIMM00011 0WOONe horn lues Rape hulihsle. 218 N. lee Street. atlte 312. Alexandria, VA 22314. Tarlpa. FL 33610 Job Truss TrussTyp2 City Ply WP0208 BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. 713026363 W PO208 HJ7 Diagonal Hip Girder 5 1 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Job Reference (optional)I Builders FirSISOUrC9, Tampa, Plant City, Flonda 33565 8.13v 5 Sep 1b Zu1 i MI I SK m0usrnes. Inc. I ue,Ian za vr:zz:44 zvla rage t ID:4xiZSyCi5pnperCOHML 1 Og 1 zP836-zlkzjURgOilSaAc418elPOYNaUW?KOIRINDhygzsY9a 1.,50 7.0.8 9.10.1 7.0.8 2.9-9 Scale = 1:20.6 2x4 = 2x4 - 2x4 Q LOADING (psi) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20171TPI2014 CSI. TC 0.43 BC 0.44 WB 0.17 Matrix -SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 loc) Vdefl Ud 2-7 >999 240 2.7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 Ib FT = 20°f, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SPNo.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Max Uplill 4=-35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2.7=-206/527, 6-7=-206/527 WEBS 3-7=0/359, 3-6=-696/272 NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsh, h=1511; Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01=1b) 2=145,5=154 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1-4-15, 68 Ib down and 85 lb up at 1-4-15, 25 Ib down and 38 Ib up at 4.2.15, 25 lb down and 38 Ib up at 4.2.15, and 50 Ib down and 87 Ib up at 7-0.14, and 50 Ib down and 87 Ib up at 7.0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib down at 4-2-15,18 Ib down at 4-2.15, and 38 Ib down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54,2-5=-20 Concentrated Loads Qb) Vert: 3=-75(F=-38, B=-38) 7=-36(F=-18, B=-18) 8=44(F=22, B=22) Thomas A. Aibani PE No.39360 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING . Verlry design par meters and READ NOTES ON THIS AND INCLUDED NI EK REFERANCE PAGE Ma•7477 rev. IOWR015 BEFORE USE Doslgn vdld for use only wmn Mnek0 connectors this design b UOsed only upon paaneters shown, and Is for an indlvldlxil btAding component nor o truss syslem. Before use. the building designer must verity the WX1lkatAlty of design paanelers arK1 property Incortorole this design Into the overall Wilding design. Broca Indic-aled Is to buckting of Individual truss web and/or chord members only. Addition" lernporary and permanent traclw WOWngprevent h always reed for sldsOBy aK1 to prevent col"zo with tossaslo personalhkDy and lAopetty damage Fop general guidance regadbng the 6904 Parke East Blvd. kYndcatk)m storage- delivery, erection and bracbng of Inrsses axt miss systems. seoANSUIPI I Quality Criteria. DSB-a9 and ICSI Building Component Terga, FL 33610SafelyInformationavaltabtofrommussRateInsahrle, 218 N. lee Street. Stlte 312. Alexaxfrla. VA 22314. Job Truss Truss Type Ory Ply WP0208 Udell Ud TCLL 20.0 Plate Grip DOL 1.25 7130263641 W PO208 V3 Valley 1 t l 1.25 BC 0.06 Veri(CT) n1a - IVa Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 &13o s sep 15 zot 7 MI leu Industries, Inc. I ue Jan 23 07.22.34 2u1 a rage t ID:4xiZSyO5pnperCOHML1OglzP836-RvlMwgSS90nyCJBGsr9_xc4chuyE3vha_lyFU6zsY9Z 3.2.8 3.2.8 20 2x4 11 LOADING (psi)SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Veri(LL) rVa n/a 999 TCDL7.0 Lumber DOL 1.25 BC 0.06 Veri(CT) n1a - IVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017lrP12014 Matrix -P LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=85/3.1-14, 3=85/3.1.14 Max Horz 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:8.5 PLATES GRIP MT20 244/190 Weight: 10 Ib FT = 20% Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 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%, joint 3 = 0°1, 3) Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.393E0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING- VmUy deeryn Pererroeren and READ NOTES ON THIS AND INCLUDED KrTEK REFERANCE PAGE NIP -7473 rev. 100310I5 BEFORE USE Deslpgr vdkl for trso only vAth Mllek®connectom IhIs design Is based only upon p iameters shown, and Is loo an bxdv dual txldlng component, not a Trus systom. Belooe use. the Mldng dosligner onust verily Iho arxAlcabllly of design pwrarnelors and property bocogwrate Ods design Into Ila overall design. Bracing Indicated K to budding Individual truss web and/or chard members only Addlkxttf temporary and permanent Mating MiTekbuildingpreventof Is always required for stability and to Ixevenl cdlaixe with possalle personal hkey and rxopeny damage. too general gUdarce iegadbrg the 6904 Pmke Eat Blvd. fabrication, storage, dolivery, erection and MocIrV of tnrsm and truss system; seoANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component Tanya. FL 33610SafetyInformationavailabletramtrussPlatebKntute, 216 N. Lee Street. Spite 312. NexandrIn. VA 22314. Job Truss Truss Type Oly Ply WP0208 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 713026365 W PO208 V5 Valley 1 1 Lumber DOL 1.25 BC 0.23 Verl(CT) n/a n/a 999 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. I ue Jan 23 07:22:34 2018 Page 1 ID:4xiZSyOSpnperCOHML1Og1zP836-RvlMwgSS90riyCJBGsr9_xc4W 5uvd3vha_1 yFU6zsY9Z 5.2.8 S2-8 20 11 20 % 20 II Scale = 1:14,1 LOADING (psi)SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ver1(LL) We n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Verl(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -P Weight: 17 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=159/5-1-14,3=159/5-1-14 Max Horz 1=81(LC 9) Max Uplilt 1=-44(LC 12), 3>57(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-125/261 Structural wood sheathing directly applied or 5.2.8 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1, BCDL=3.0psl; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance a1 joint 1 = 00%, joint 2 = 00/6, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will Int between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING- Veft design Paremsfers and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M0,7473 rev. IMSW IS BEFORE USE. Design vdkl for use only vA1h Mnek0 conneclas. Dib design b IxEed only upon Ixaamoters Sinown. and Is for an hdlvIdual bukling component, not a truss system. Before use, the txAding designer must velfy the applkalAlly of destyn paaneters and properly kncorporute 9nb design Inlo Iho overall btldhg design. Brachy Indicated Is to bucldbvj of Indivkltxi in= web and/or chord members only. Ac"Do al temporary and permanent brachy WOWprevent Is always reciuked for stalAlly and to rxovent collapse wllh powflAe Ixasonal hW and property damage For general gtklance regardng the 6904 Parke East Blvd. falrlcallom storage, delivery, erecllon and bracing of trusses and Innssyslans, seeANSI/TPII Quality Criteria, DSB49 and IICSI Butldlnp Component Tampa. FL 33610SafetyInformationavdktblefromInmPlatohsnttde, 218 N. toe Streel, Stlte 312, Aloxanchim VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-brocN. is always required. See BCSI. Q 1/ l rwide Cl-2 c23 2. Truss bracing must be designed by on engineer. For truss individual lateral braces themselves 1 WEBS0 4 spacing, may require bracing, or alternative Tor I0 Lv m q 0 bracing should be considered. 0 , O U 3. Never exceed the design loading shown and never inadequately braced trusses. y° stock materials on aU 0 0_ 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c a cap cls a BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-'49' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the required direction of slots in JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO joint and embed fully. Knots and wone at joint locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 software Or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 1996 at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant preservative treated or green lumber. The first dimension is the plate 10. Comber is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type. sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or pur ins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 tt. spacing. section 6.3 These truss designs rely on lumber values or less, if no ceding is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior supports) occur. Icons vory but 2012 MiTekO All Rights Reserved approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for Crushing only. lffj 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. o BCSI: Building Component Safety Informatio Mn,!Tek20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metol Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 5 5 44-8-0 L 22-0-0 22-8-0 1 18-0-0 7-4-0 J, 19-4-0 44-8-0 6EARW6 HEIGHT 56HEOULE I I NOTES: L) REFER TO HID 41(RECOMMENOATION5 FOR HAND M IN5IALLATION AND TEMPORARY DRACIN6 ) REFER TO EN6INEEREO DRAWIN65 FOR PERMANENT OWNG REQUIRED 1.) ALL TRU55E5 (U4C W N6 TRU55E5 OWER VALLEY FRAMPI6 MUST DE GOLd'LETELY DECKED OR REFE TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED DY OMER 4.) ALL TRU%E5 ARE DESMNEO FOR 7 o.c. MAXI" SPACW6. UNLESS OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEAMN6. UNLESS OTHERWISE NOTED. 6) 5Y42 TRUSSES MUST DE WALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRU% HANUR5 TO DE SIMP50N HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TM%WWGERS TO OE SWPSON TW1422 LKE% OTHERWISE NOTED. 6) DEAMMEADERILINTEL((HDR) TO OE FURM5HE0 DY OMOER SHOP DRAWING APPROVAL 1105 LAYOUT K TIR 50.E 50U10E FOR FADRICATION OF WY%5 AW V0105 ALL PREM05 AMITECRft OR OKI M% LAYOUTS REVIEW AW APPROVAL OF THS LAYOUT LOW DE RECEIVED OEFOIE ANY TRUSSES WRL DE DULT VERIFY ALL COWITION5 TO WARE AGAPK101AfrfiE5lHAi WLL RESULT W EXTRA MOSES TO TOU Tqu+u1 0*01 Wu oK. I Builders FirstSource Orlando PHONE: 407-651.2100 FAX 407.651.7111 Plant City PHONE: 613.759.5951 FAX: 613-752-11532 io"tvER. Ashton Woods l' 1981 Ophelia T L IFFTEfS. WP0208 10/19/17 IMAUIT— Josh alaI CO 14 I 18-0-0 7-4-0 J, 19-4-0 44-8-0 6EARW6 HEIGHT 56HEOULE I I NOTES: L) REFER TO HID 41(RECOMMENOATION5 FOR HAND M IN5IALLATION AND TEMPORARY DRACIN6 ) REFER TO EN6INEEREO DRAWIN65 FOR PERMANENT OWNG REQUIRED 1.) ALL TRU55E5 (U4C W N6 TRU55E5 OWER VALLEY FRAMPI6 MUST DE GOLd'LETELY DECKED OR REFE TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED DY OMER 4.) ALL TRU%E5 ARE DESMNEO FOR 7 o.c. MAXI" SPACW6. UNLESS OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEAMN6. UNLESS OTHERWISE NOTED. 6) 5Y42 TRUSSES MUST DE WALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRU% HANUR5 TO DE SIMP50N HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TM%WWGERS TO OE SWPSON TW1422 LKE% OTHERWISE NOTED. 6) DEAMMEADERILINTEL((HDR) TO OE FURM5HE0 DY OMOER SHOP DRAWING APPROVAL 1105 LAYOUT K TIR 50.E 50U10E FOR FADRICATION OF WY%5 AW V0105 ALL PREM05 AMITECRft OR OKI M% LAYOUTS REVIEW AW APPROVAL OF THS LAYOUT LOW DE RECEIVED OEFOIE ANY TRUSSES WRL DE DULT VERIFY ALL COWITION5 TO WARE AGAPK101AfrfiE5lHAi WLL RESULT W EXTRA MOSES TO TOU Tqu+u1 0*01 Wu oK. I Builders FirstSource Orlando PHONE: 407-651.2100 FAX 407.651.7111 Plant City PHONE: 613.759.5951 FAX: 613-752-11532 io"tvER. Ashton Woods l' 1981 Ophelia T L IFFTEfS. WP0208 10/19/17 IMAUIT— Josh Permit # RF('r)Rn rr)py City of Sanford Building and Fire Prevention Produc Project Location Address t Approva$. 'fication SANFORD 10 Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orct. 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 D Permit # RF('r)Rn rr)py City of Sanford Building and Fire Prevention Produc Project Location Address t Approva$. 'fication SANFORD 10 Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orct. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description_ Florida Approval # Lncludin2 decimal 3. Panel Walls Siding 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 Shingle Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RIO Other June 2014 r 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 5 - 10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 1 Business 8 Professional Re ulatilon Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. rida 1 p Product Approval 4'.` JL/ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code https:/Av".floridabuilding.org/pr/pr app_dtl.aspx 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) Eauivalencv of Standards.Ddf 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL * Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "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 15036.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.odf pcu rs. a i 15036.6 f. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a11nt 15036.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.6 for Design Pressure Ratings, any FL,503 2 AES, Eval 1503 6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. aspx 3 1/2/?018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes 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 additional use limitations, installation instructions and product FLIS036 R2 AE (a) Eval 15036.8.odf Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.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.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 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please click here . Product Approval Accepts: M go 5M F -1--q D Credit Card Safe hftps:/Avww.flondabuilding.org/pr/pr_app_Otl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 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: I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) 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. Prepared by ,tt%%J1t1111811 Signed & Sealed by RW Building Consultants, Inc. (CA #9813) 0 SCHA4 f pis 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 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 jvvR10 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 int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT) only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 37.5' MAX. OVERALL WIDTH 1 1 [ 2 O O Z z 3 H z O O OLU LUS = 1 W i U- W J U- J J WW o O b P W!vl I SG >= 0.67) EXTERIOR INTERIOR o HORIZONTAL CROSS SECTION j I— 1.49'—1 bo FTOP RAIZ 44 EXTERIOR 4.11 47 FL LATCH STILE INTI 0.1 S' CSINK L (TYP.) 20 s 7 INTERIOR ii. EXTERIOR 4 A 4 A 4 3 3 3 C2O 8 40 7 INTERIOR EXTERIOR 10U l 9 10 3 HORIZONTAL CROSS SECTION 3 Shown w/1 X sub -buck pilyf4aeU EXTERIOR E Q o o o v A a Q a 7 8 INTERIOR OSS SECTION i - inswing D A h z a 19 EXTERIOR Inswing configurofion see general notes, sheet 1 for "HVHT' Water infiltration requirements o A MASONRY OPENING FRAME 2X BUCK UL TYP. HEAD DUi JAMBS MASONRY TYP. HEAD OPENING JAMBS rn Q C14 C; t U ccmv- 1 6aW STRIKE JAMB FRAME ANCHORING HINGE JAMB BUCK ANCHORING Mason 2X buck construction For DP > 48 PSF and or7 DP <= 48 PSF DP <= 75 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN -CLEARANCE:.; . ... . .... ........ ... TO-'MA-*S0NRY:,-'.-*-.. `-.---TO'-ADJA-CENT'.'.`. MENt'.-'T. 4-1 7-77 MASONRY TYP. HEAD OPENING & JAMBS FRAME x C,: C; 2X BUCK -I FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF C14 DUi MASONRY TYP. HEAD OPENING JAMBS rn C14 2X BUCK Of Of t U ccmv- 1 6aW STRIKE JAMB FRAME ANCHORING HINGE JAMB BUCK ANCHORING Mason 2X buck construction For DP > 48 PSF and or7 DP <= 48 PSF DP <= 75 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN -CLEARANCE:.; . ... . .... ........ ... TO-'MA-*S0NRY:,-'.-*-.. `-.---TO'-ADJA-CENT'.'.`. MENt'.-'T. 4-1 7-77 MASONRY TYP. HEAD OPENING & JAMBS FRAME x C,: C; 2X BUCK -I FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF 0 I! TYP. HEAD _ JAMBS j C F TYP. SILL a. . a FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to far joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN.;:CLEARANCE:` :MIN`::CLEARANGE TOTO-ADJACENT" to 7 LON N Eq Ui HINGE JAMB e. . MASONRY TYP. HEAD OPENING & JAMBS FRAME 1 X BUCK aaL - a , FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF WOOD r WOOD WOOD CRETE SCREW . STEEL ONCRETE CONtORMING TO ACI WORMING TO:ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.1 S' 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' N Co 2.36' —T 8(HEAD d SID E Jamb Li 2.20" I 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' fo 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56" 2.36' 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Category Sub Category Manufacturer Product Name ETC Laboratories ASTM D2843-99 Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of 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 Architectural Testing, Inc. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ETC Laboratories 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 Testinq Laboratory Siqned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by G;: opo Lyndon F. Schmidt, P.E. ooS •• moLyndon 8rSigned Sealed by F. Schmidt, P.E. No x:3409 STATE OF &114o 0 Ft e AIt0Eii < lSO ' e 1161...I c Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 VV<JKQ 3sic-Craft® RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" f and 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 Ecco. ' ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring.wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck te details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE Of CONTENTS In pressures & general notes Glazing detail DIN WITHOUTSIIRFA::`:;>. BOLTS : :;;:< :::::.::,, : ,;`,< :•-'' :•::>:; B .::TO...S... . POSITIVE:.:"... I ' NEGATI.V. E : •' ; ""'P.OSITIV...E:: 53.13" MAX. OVERALL WIDTH 6? ZZ 3 H z o w 0 x W W W JLL J J Wry O LU0 b a 01 P Lj DIN WITHOUTSIIRFA::`:;>. BOLTS : :;;:< :::::.::,, : ,;`,< :•-'' :•::>:; B .::TO...S... . POSITIVE:.:"... I ' NEGATI.V. E : •' ; ""'P.OSITIV...E:: EXTERIOR 4.11" 42 TOP RAIL LATCH STILE 1. 449." I I . 30" SG >= 0.67) 5' GLASS BITE 23 EXTERIOR G >= 0.42) e frame screws) is INTERIOR SEE NOTE 1 1/2" MIN. GLASS THK. 22 EXTERIOR 25 1/8" TEMPERED GLASS AIR SPACE 1/8" 24 TEMPERED INTERIORGLASS GGLAZING DETAIL 5 insulated glass w/ smc lite frame 1.08" I o s" r_1 ecc G GLAZING DEWL 5 insulated glass w/ pvc lite frame MIN. SSS THK. 1/8„ TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR I 14 50 INTERIOR EXTERIOR so C'SINK TYP.) IIONTAL CROSS SECTION ng shown - inswing approved 6 A 6 A 6 NOTE: 115' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66'. 8 7 40 SEE NO' i ,5 5 EXTERIOR INTERIOR EXTERIOR 63 19 to Z INTERIOR U -- 60 61 SS SECTION Inswing INTERIOR L zc EL UJ 4 - VERTICAL CROSS SECTION JInswing configuration see general notes, sheet 1 z for "HVHP' Water infiltration I requirements \ m' i W 0 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck INTERIOR 8 w SEE NOTE 1 oV EXTERIOR CAL CROSS SECTION ing shown - inswing pproved EXTERIOR 50 r^, Z C> N o O V A D z i W EXTERIOR SEE NOTE 1 (M J par#1060 A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration o A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration AULLION OWN FOR FERENCE ONLY 1ORING 0 o ners may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. MASONRY OPENING FRAME-/ 2X BUCK- I I I I I SEE DETAIL 1 K L TYP. HEAD JAMBS M TYP. 01 i F TYP. — c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 MIN:::CLEARANCE;.. ":'M1 .:'CLEARANCE: TO-'MASONRY::.'"::.:..TO.;ADJACENT.::' EDGE:::::::.:.:::: .:::.:::.ANCHOR.:.:'.::`:. C 20 4n M OUTSWING L INSWING M OUTSWIN L INSWING l n 4n LATCH b DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I n I ro N N HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 0 a MASONRY OPENING FRAME 1 X BUCK SEE DETAIL 2 FRAME ANCHORING j Masonry 1 X buck construction may be adjusted to mointoin the min. C. ON CENTER" must be adjusted to v joints, additional concrete anchors CENTER" dimension ore not exceeded. MIN:: CLEARANCE,' :MIN:; CLEARANCE TO:MA'SONRYc -'--:: :':TO: A'DJACENT.':;: i HINGE JAMB M 10 N to N ED L INSWING M OUTSWING 0 27 L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh to No 2.59" — 1.68" 4) 2.17' 16 OUISWING SIDELITE Spacer 2.14" 1.69" !i to vvvvu L4 1/4 INICM-rxI.3rtkI.CK SIEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP = FOAM 42 TOP RAIL COMP. EATHER-STRIP _ FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.9'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 j l 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL to No 2.59" — 1.68" 4) 2.17' 16 OUISWING SIDELITE Spacer 2.14" 1.69" !i to R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 , Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) apert SeCi Lyndon F. Schmidt, P.E. 3. Calculations Prepared by oLo`'F • J :.;''1 dOo°Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) nob \;.•` G ' 9j, •., p yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : i 4. Quality Assurance e • •' Certificate of Participation issued by National Accreditation and Management r•. % Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISO/IEC 17020 and STi=: f ` 7 i= 4 Lyndon F. Schmidt, P.E. Guide 53. :,4,•,•f t, v000 FL PE No. 43409 h ( { . 1 10/16/2017 Sheet 1 of 1 AlCPI'strt*` M0vv1%v ssic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON-IMPAcr, 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 some as that shown for 2x buck le details of this drawing require further engineering analysis by a hitect. ' tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not bents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. 68.5' MAX. OVERALL WIDTH PS.. •:.,•:::::::.::::; 5 .WING:.:::;;•:::::.:.:•:.=; FRAME`::::.` s WITHOUTSURFACE.:: WRH:SURf 0Z ZZ N IN - z o i 0 _ W u, W 2 ancrr't`ic:::..;::"i i i_'`i:Til'ic:>:.:: cnc r'iiie:•'••:::' •':•i W J ll J J WIx 0 O CO P L-Mj Li c:•:;:•:;';.•>:DESIGN:PRESSURE: PS.. •:.,•:::::::.::::; 5 .WING:.:::;;•:::::.:.:•:.=; FRAME`::::.` s WITHOUTSURFACE.:: WRH:SURf BOL •:• :: •::::..;_DIMENSION:::.::...::..:.:.. ancrr't`ic:::..;::"i i i_'`i:Til'ic:>:.:: cnc r'iiie:•'••:::' •':•i EXILRIOR o 2 42 TOP RAIL 1.49f"F- .,Vt T G >= 0.67) IIMI I01111 LATCH STILE r.."\ HINGE STILE /' 1 BOTTOM RAIL EXTERIOR INTS j 5' GLASS BITE EXTERIOR M44 OB SG >= 0.42) f e frame screws) is 1_t. I r.. ...4 L_ 1/2" MIN. GLASS THK. 1/8„ TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS SGLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE EXTERIOR INTERIOR G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/W TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI QV,,29 SEE NOTE 1 INTERIOR xff9AQN 0.15" C'SINK TYP•) JZONTAL CROSS SECTION Ning shown - inswing approved 1s, 0.1s' INK C'SINK P.) (TYP.) 8 r INTERIOR 40 1 EXTERIORICA 1Inm SEE NOTE 1 M) (50 12 SEE NOTI C v - 11 p,• . 14 INTERIOR NOTE 1 M ° o v EXTERIOR • ° 50 o• J oD p 20 C A 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'. 41 XTERIOR JTERIOR (in) Y 1 (12) h L Ure], EXTERIOR INTERIOR INTERIOR WMP ewa waww r4f-' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements d dO ° O O s J, EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck 60 61) INTERIOR s r, Ee D a •• n s e n r4f-' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements d dO ° O O s J, EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck 60 61) INTERIOR s r, SEE NOTE 1 U EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved EXTERIOR 50 Tn z 0 - aVF EXTERIOOR, SEE NOTE 1 (M E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e. INTERIOR EXTERIOR 0 SEE NOTE 1 ANCHORING STRIKE JAMB ers may be adjusted to maintain the min. 4AX ON CENTER" must be adjusted to War joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN.-.'.-C.*LEARANC.-t.:.::MIN'CLEARANCE. T0.MAS0NR.Y.'.-*.... ADJACENT.:'.,:. ANCHOR'-':"-" 28 27 ris 01i MASONRY J OPENING FRAME OU -1116p, SEE DETAIL I TYP. HEAD & JAMBS M ) TYP. TYP. SILL SEEEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTSWIN L INSWING OUTSWIN L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 T 1111 to KC; M71 - F C4 N DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 60NI ENIN FRAN 1X a.. , :SEE DETAIL 2 FRAME ANCHORING Masonry 1 X 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. N ZfEARANCE.:` WK CLEARANCE- TO;MASONRY:'::::' .`.:TO:ADJACENT c:' :..::..::::.::...::.....:...... ..:..:.:..:...::....:... HINGE JAMB LATCH b DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) F1119GE'DETAIL Attac strike ; as sh. o SEE DETAIL I J TYP. HEAD & TZY JAMBS J TYP. TYP. 4XPI 0- G? U O SUCK SILL NJFTYP. If I a.. , :SEE DETAIL 2 FRAME ANCHORING Masonry 1 X 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. N ZfEARANCE.:` WK CLEARANCE- TO;MASONRY:'::::' .`.:TO:ADJACENT c:' :..::..::::.::...::.....:...... ..:..:.:..:...::....:... HINGE JAMB LATCH b DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) F1119GE'DETAIL Attac strike ; as sh. to Ci to 2.1 Z' 16 OUTSWING SIDELIiE Spacer 2.14" 1.69" --I 1 1RE"; I simEm9mmo 5.75' WOOD 25 1 . V. "%,L..% SILICONE CAULK 31 CCL SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW HEATHER -STRIP STEEL FOAM 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /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 /7' PFH SCREW STEEL PE 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i1 66 67 3/16!'X 2-3/4" PFH ITW CONCRETE SCREW 13116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL to Ci to 2.1 Z' 16 OUTSWING SIDELIiE Spacer 2.14" 1.69" --I 1 1RE"; I simEm9mmo 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Proressional 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. Drawinq 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 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by 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) y titr Fcr.ot$pc Lyndon F. Schmidt, P.E. 4. Quality Assurance fir'.-"'" •1';',q ; : `' Certificate of Participation issued by National Accreditation and ; •, `- 'so Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ••" i•:-: _ rsY : ,Q Lyndon F. Schmidt, P.E. FL PE No. 43409 ee, ^ • ( . ; j <<", :° 10/16/2017 Sheet 1 of 1 VVVKJ ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict 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. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 74.S' MAX. OVERALL FRAME WIDTH Z Z 3 z 0 W x W Wc = G WW LL 19 JU- J WW 0 0 O o CO a DESIGN:PRESSURE: PS ...........:.. SWING;:::' :' WITH UT.- URFACE':........`:: Wff"UM s;;.:;:;.:;:..::::•. :; BOLTS ::..::;::;::•::: n::.... ::••r w•rr ire:..... wrrr ir••':: •:. •..ter EXTERIOR C44 42 INTERIOR (46 HORIZONTAL CROSS SECTION 29 42 TOP RAIL 1.49" fl- 'W, T AK (SG >= 0.67) IM!,1!,IIIIII1 43 LATCH S11LE T- EXTERIOR INTI K 0.15' INTERIOR EXTERIOR 4 A 4 A 4 3 4 3 INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOR dO •' Q d L O EXTERIOR INTERIOR es MASONRY OPENING 2X BUC At 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. Mf NCLEARANCE.:..`MIN.: CLEARANCE: JO--MASONRY;;.`:::....TO'ADJACENT:;,": EDGE":_....::ANCHOR.::::::::: I/d" V d° iEAD MBS FAIL 971 II I 17ri , I to SEE DETAIL ASTRAGAL SHOWN FOR L REFERENCE ONLY Li 0 F TYP. SILL FRAME ANCHORING sonny buck construction or DP <= 48 PSF MASONR' OPENING FRAME -/ 2X BUCK ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF 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. E.A... M'IN.::C-LEA-RANC-E`MIN Xf RANCE DT:::...:...:..:...:.:.:.::.....MEN EDGE::...; :.::;ANCHOR'::::..: A/C An DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 64 MAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 Z N 2 to ori J HINGE JAMB HINGE D1 SEE DETAIL L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY F SEE DETAIL TYP. SILL ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF 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. E.A... M'IN.::C-LEA-RANC-E`MIN Xf RANCE DT:::...:...:..:...:.:.:.::.....MEN EDGE::...; :.::;ANCHOR'::::..: A/C An DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 64 MAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 Z N 2 to ori J HINGE JAMB HINGE D1 I -I ell, I I II I I to TYP. HEAD OPENING SEE DETAIL FRAME 11111 1X BUCK, iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY o: i F TAIL TYP ISILL FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN:.:::•:::.•:` : •.......:...:...:..: .:...: •......:.• '..::.........:.,.:............;. TO.MASMENWVTONRY:::.:. TO..ADJACENT::: ANCHOR":'...: 1/4" . I r I r 2) A (67 611 1 1 I zo SEE DETAIL 11111 _ ASTRAGAL SHOWN FOR REFERENCE ONLYLj_ ol O F SEE DETAIL NP• 111 I SILL t t t r t t FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF I U I DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 HINGE JAMB v MASONRY TYP. HEAD OPENING JAMBS FRAME 1X BUCK, 2) A (67 611 1 1 I zo SEE DETAIL 11111 _ ASTRAGAL SHOWN FOR REFERENCE ONLYLj_ ol O F SEE DETAIL NP• 111 I SILL t t t r t t FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF I U I DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 HINGE JAMB 95.25' 8" 18.38" 20.63' 18.5' 14.39' 1H) TYP. 3.25' TYP. SEE NOTE 1 TWOnlAl AT THF MP AWn 1.91" -•- CV 0.13. ASTRAGAL DETAIL TYP.13 lts 0 0 4.5' 3.25' 7' 0.75' rrv u 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 1.1 S' 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 ROFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. iOR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X..25" THK. STEEL STEEL 4LE END X 1-3/d" L. STEEL STEEL 4.00 N rn I Co F--- 2.3N' --I-T SsJambHEAD 6 SI M Li 2.20" 4.63' 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l Er? 33 SELF ADJUSTING SADDLE THREHOLD r 8 L R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificale of Authoriraiion 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/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) L Lbba Ci,5,te" Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 4 0`, • `; ;; ;t.ol. .Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 0` 0 ':•';. + ! ; s*Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. b Fla 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management e Institute, certifying that Therma Tru Corporation is manufacturing products ' : -O _ : = r ti Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and '. S i ri i `= O r ; FL PE No. 43409 Guide 53. :.r'• 4 n t;,o 10/16/2017 Sheet 1 of 1 govv9%v sic -Craft® SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone' (HVHZ). id spaced as shown on details. Anchor embedment to base material eco. t is required to be protected with an impact resistant covering that 1'C. HVHT'requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck s 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'. 3 configurations using sill items #31 & #33 under the active door do not encs 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 I in pressures & aeneral notes I 105.5" MAX. OVERALL FRAME WIDTH 1 1, F] 1 6 C2 ZZ Z 1-2 o i = 9 LN - L)IMENSION::: ::::::::::..:.::::::::BOLTS:'•.`;;'..`..:::::`:'•:::s BOLTS r • c :> •::.:e::rnic:...: W W = W U_W JJ WWLU O 0 Q !C i1 2b o°D• a SURE. PS.; :•;:••;:••;:;..:..:;:::. DESIGN:•P.RES - WITHOUTS... •::::...:......:= :: :`'': L)IMENSION::: ::::::::::..:.::::::::BOLTS:'•.`;;'..`..:::::`:'•:::s BOLTS r • c :> •::.:e::rnic:...: nr cirn•ie:•:•:•. ..•i.ii 23 0.67) to I MUK INTERIOR T%o HORIZONTAL CROSS SECTION 42 TOP RAIL LATCH STILE 1.49" 3T 1.49 L Ot ulking mix AnTMAA VAII 42 46 EXTERIOR INTEF d S' GLASS BITE 23 INTERIOR 25 iG >= 0.42) frame screws) -is SEE NOTE 1 24 29 G GLAZING DETAIL 5 insulatedglass w/ smc Pte frame INTERIOR 1/2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR S' GLASS BITE 2622 INTERIOR 25 U 18 G GLAZING DETAIL 5 insulated glass w/ pvc Pte frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 0.15, CSINK TYP.) INTERIOR 07 m EXTERIOR RIZONTAL CROSS SECTION wing shown - inswing —' approved 5 4 3 6 6 6 mb ad lical 31 ", INTERIOR EXTERIOR 0.1s, CSINK TYP.) 8 7 40) 10 C 3 4 5 5 5 5 20 14 11 M ) SEE NOTE 1 Q2 10 J r5o INTERIOR 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.1s, CSINK TYP.) 8 7 EXTERIOR 40 Kil INTERIOR 10 ^ ,i 12 Cy MR -1 1 F-1W9ff RIZONTAL CROSS SECTION wing shown - inswing —' approved 5 4 3 6 6 6 mb ad lical 31 ", INTERIOR EXTERIOR 0.1s, CSINK TYP.) 8 7 40) 10 C 3 4 5 5 5 5 20 14 11 M ) SEE NOTE 1 Q2 10 J r5o INTERIOR 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.1s, CSINK TYP.) 8 7 EXTERIOR 40 Kil INTERIOR 10 ^ ,i 12 Cy INTERIOR EXTERIOR of notes, sheet 1 Water infiltration INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION S Shown w/iX sub -buck EXTERIOR INTERIOR o D INTERIOR EXTERIOR of notes, sheet 1 Water infiltration INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION S Shown w/iX sub -buck EXTERIOR INTERIOR G u os o o• n o o M SEE NOTE 1 U EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Iso approved QTMOB z0: L EXTERIOR; SEE NOTE 1 (—M J INTERIOR A 1 D50 M 19 SEE NOTE 1 INTERIOR EXTERIOR r2-* VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors ass'y thni sill at 4" in from ea( INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6)Outswing configuration ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING s 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. M IN:::CLEARANCE:'.: MIN :.CLEARANCE TO;MASONRY;:::.. TOADJACENT c:-::EDGE.`:::::.-:-: •.;...::::•::ANCHOR:-::::::•: 1/4" 2" 4" 1/4" 1" 4" ASTRAGAL STRIKE JAMB I I I I I I I L MASONR I I zO OPENING 4 TYP. HEAD FRA& JAMBS ih ? 0 2X BI s 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. M IN:::CLEARANCE:'.: MIN :.CLEARANCE TO;MASONRY;:::.. TOADJACENT c:-::EDGE.`:::::.-:-: •.;...::::•::ANCHOR:-::::::•: 1/4" 2" 4" 1/4" 1" 4" ASTRAGAL STRIKE JAMB DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) (65x66 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach ostrogal/surface bolt strike plates to frame as shown (Inswing) 64 LATCH d DEADBOLT DETAIL LO N HINGE JAMB 12 10 HINGE DI I I I I I I I L 1 I I SEE DETAIL still I I zO Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M NP• ONLY O ICK N F NP. SILL SEE DETAIL 1711 it r it r t DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) (65x66 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach ostrogal/surface bolt strike plates to frame as shown (Inswing) 64 LATCH d DEADBOLT DETAIL LO N HINGE JAMB 12 10 HINGE DI FRAME ANCHORING Masonry 1 X buck construction s may be adjusted to maintain the min. JC. ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. CLEARANCE:` .:MIN ;CLEARANCE' MA'SONRY:',:.::...T.O.'-ADJACENT.:` HINGE JAMB LATCH d DEADBOLT HINGE DETAIL G 63 67 SEE DETAIL J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I 17 11 I i i I 1 1 1 FRAME ANCHORING Masonry 1 X buck construction s may be adjusted to maintain the min. JC. ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. CLEARANCE:` .:MIN ;CLEARANCE' MA'SONRY:',:.::...T.O.'-ADJACENT.:` HINGE JAMB LATCH d DEADBOLT HINGE DETAIL G 63 67 95.25' l.88" 18.38" 20.63' 18.5' 14.38" 13) TYP. 3.25' TYP. SEE NOTE 1 THROW AT THE TOP AND 1.91" 0.06" 7 04 0.13" ASTRAGAL DETAIL TYP.(13 431 3.25' 7' 0.75' 2.17' o 2.20" — I E I6 O acer F UTSWING SIDELITE 8 BUMP FACE 1rFIRESHOLD LOW Pi 2.59" i; -- 1.68" 2.14" 1,68" 69" Ci -- I f III Ci mmorw i _ WOOD 22 1/8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACICONCRETE NFORMING TO ASTM C90 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.1 S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 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 lbs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 80L. X .2S' 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 3116'X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.17' o 2.20" — I E I6 O acer F UTSWING SIDELITE 8 BUMP FACE 1rFIRESHOLD LOW Pi 2.59" i; -- 1.68" 2.14" 1,68" 69" Ci -- I f III Ci mmorw i _ 1/2/2018 Busines 8 Professional ' egulataon Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BOS Site Map I Links I Sear b a j i t; Product Approval IUSER: Public User 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 hfps:/Awww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved FL # I Model, Number or Name 15332.1 1 SERIES 420 ALUMINUM SGD 10/10/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6I 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 15332.7I 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 1 SERIES 430/440 ALUMINUM SGD Limits of Use Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00500E.udf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf t b e n it a SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Installation Instructions FLIS332 R4 II 08-00498E.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510805D.odf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 II 08-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Installation Instructions FLIS332 R4 II 08-02249C.Dddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.odf Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 1I 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 I1 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 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 143x80" NON- REINFORCED Installation Instructions 10 1/5/2018 rr. 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED"ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 t II,'08=00503E.odf Approved for use4 outside HVHZ: Yes Verified By:; Lois Roberto Lomas 62514 Impact Rests ant: No Created Iiy,Independent Third Party: Yes Design' Piessure:;N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332' R4 %tE: 510810D.odf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: 9R® Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WO00 ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM. 6063—TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD OWING 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 WO00 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 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS CM SHEET NO. DESCRIPTION F.A. 1 NOTES ' Y.YE NTS 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I RLI' I ocssmvlNolN I au I AFPNv m I A I ADDED CHAR15 1 03/05/12 1 RL L 8 REVISED PER NEW TESTNC 1 10/29/13 R.L ' C I ADDED FLANGE MIO nN INSTA L ATK1N5 1 12/06/13 R.L. D W41SED INSTALLATION OETAILS 107/30/15 I R.L. ' E RENSED NSTALLATION'oETAIIS 06/20/17 R.L SIGNED: 0620/2017 MI AND 650DOWS WE5T MARKET SToRSREETLLC GRATZ. PA 17030 S1L1RI. 1.0 v •GEN,p 9s i a x = SERIES 420 SGO 96' X 80' NON—REINFORCED NOTES 5 EX17 $TAT Of O• F OR1O;• ?: oac eo. N1EV 08-0000f498 E7ONA" EDoc102/23/09 OF 10 Luis R. Lomas P.E. No.: 62514 I_ R0BER10LC"0LSP.E. 14M WOODFORO RD LEIIRSVXLE MC 27= FL4344004= .mnus@ammna.mm 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART X13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX } — —( DMAX. C. I 6^MAX 6" MAX I 1 T- 17' MAX O.C. 80 1 - MAX FRAME HEIGHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RAnNG 40.OPSF NONE SEECHAR7S 01 AND 02 FOR OTHER UNITS RAnNGS NOTES•. 1. MAXWUMPANEL SLZE:481,'x79• 2 MAXIMUM D.LO.: 44 Wx 745/8' ots mvmw ADDED CHARTS REVISED PER NEW TESTING ADDED FLINGS AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART I1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET. I Design pressure chart (est) Frena SNIG Panel and Total Re" vAm (in) HVU 30.0 SILO 1 420 1 48.0 in) 60.00 7200 1 SAW I 9400 Pas I Nog I Pas I Nog I POs I Mop I Poe I Nap 80.0 40.0 1 55.1 1 40.0 1 482 40.0 1 43.4 1 40.0 1'40,0 CHART I2 WHERE WATER 1NFILTRA TJON RESISTANCE IS NOT REOWREO. SEE NOTE 9 SHEET I Design pressure Chad (psfJ Frarte Shgla Pa11161 SW TOW Freme Width (N) Hecht 31X0 1 340 1 420 440 a) 60.00 1 T2oo 84.Oo 9400 PCs Nag PCs MOO Poe Nap Pas Nag SOLO 55.1 55.1 1 482 1 482 1 43.4 1 43.4 1 40.0 1 40.0 CHA4RT 03 Number Of anchar /0"Uons rCOuirod Rai, Singlo Panel end TOtal Farm Width (In) I olght 30 0 3L0 420 440 N) 60.0 720 84.0 940 H65 Jamb H6S Jamb Has Jamb N6S Jomb 80.0 4 5 5 1 5 1 6 1 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON—REINFORCED ELEVATION F.A. 08-00498 HARDWARE SCHEDULE SCALE NTS 100c 02/23/09 —2 OF 10 FLAT MOUNTED HANDLE SET (PART 099.04.145) LOCATED 36 314- ON CENTER FROMPANEL BDTTDM L ROSERI'0 LOK4S P.E. METALUGTANDEMROLLERS (PART AFW17.195)ATEACH END OF PANEL OOTTOMRAILSt4W*OODFQtDROLEWfSV4LE.NC2= 43&4e04eas 4iaam.4o.mm CATE APFRDIAE6 03/05/12 R.L. 10/29/13 R.L. 12/06/13 ILL. 07/30/15 R.L. 06/20/17 1 R.L. SIGNED: 06/20/2017 SSG E N8F9JI b STAT E OF Lu)a R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAXr I O.C. MAX C —{ 6• MAX 6' MAX 17* MAX O.C. 60 - MAX FRAME HEIGHT 6- MAX CHART m Number o/ander fou0omropWroO Fraise UVOR"Aw Td41UUNY171h („) o x a CHART m Number o/ander fou0omropWroO Fraise UVOR"Aw Td41UUNY171h („) 3L6 ao as 03/05/12 7:o 040 016 NRS I Amo N6a I Amo 11 H&S I jamb I H Amo wo 4 1 5 S 1 5 1 6 1 S 1 6 5 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATTNG SEE CHART #4 FOR NUMBER OF 140.0PSF ,ONE LOCATIONS REQUIRED SEE CHARTS NI AND 42 SHEET 2 FOR OTHER UNITS RATIAfGS NOTE : I. MAXIMUM PANEL S¢E: 48 I/1' x 79' 2. MAXIMUM O.LO.: 44 W x 74 &r F.A. WALE NTS EA I(1) FLAT MOUNTED HANDLE SET (PART 189.04.145) LOCATED 39 39- ON CENTER FROM PANEL Sorrom 7-19S) AT EACH RLv6gN5 MI WINDOWS AND DOORS LLC CCSCFWVM GATE' APPRO40 ADDED CHARTS 03/05/12 ILL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLAHGE AND FlN INSULLATIDN$ 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 ILL REVISED INSTALLATION DETAILS 06/20/17 R.L SIGNED. 0&20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 11111rgII,, f:' LD.fj i erEIVyF"P,I; SERIES 420 SGO 96' % 80' FIN NINAREINFORCED: ATIA YP04FFINELEVATIONp 6r:z p' oF• •clOR10P•? sSiONA11E\G`` oac No,REV 08 E o41E 02/23/09 s' T36 OF 10 Luis R. Lomas P. . LROWRIVLows pc. I'M 10000FORD RD LEMSVXLE. AC 270?9 4946 "60 r7loxu bmapd.mm fl No.: 62514 p10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 INTERIOR NOTES. I. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WRH ASTM E2112 1 3/8' MIN. EMBEDMENT i-- 1/2' MIN. EDGE DISTANCE SILL TO BE SET IN 1/2' MIN. A BED OF APPROVED EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMENT BY OTHERS I R.L. 1/4' MAX. R.L. SHIM X10 W000 SPACE SCREW p10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 INTERIOR NOTES. I. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WRH ASTM E2112 1 3/8' MIN. EMBEDMENT i-- 1/2' MIN. EDGE DISTANCE SILL TO BE SET IN A BED OF APPROVED SEALANT 10 WOOD APPWww SCREW R.L. WOOD FRAMING R.L. OR 2X BUCK R.L. J. BY OTHERS E I REASED INSTALLATION DETAILS 06/20/17 1 3/8' MIN. E EMBEDMENT 9NTS ° 02/23/09 4 OF 10 ILR09ERT0L0ALA.SP.E. 142 W000FORD RD LEWS VILLE, NG JO?7 1/2' MIN, FL No.: 62514 EDGE DISTANCE w 1/4' MAX. SHIM SPACE INTERIOR Ill.— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8uCK INSTALLAT1oN SIGNED: 06!20/2017 MI WINDOWS AND DOORS LLC REVISIONS 5 R' L0;j/iv *\G I- o15aIPIloN DATE APPWww A ADDED CHARTS 03/05/12 R.L. L REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E I REASED INSTALLATION DETAILS 06/20/17 R.L ' 1/4' MAX. SHIM SPACE INTERIOR Ill.— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8uCK INSTALLAT1oN SIGNED: 06!20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 5 R' L0;j/iv *\G I- IT• e SSERIES420SGD 96' X 80' NON -REINFORCES FRAME INSTALLATION DETAILS TAT OF a' 40R10;•? oA„AN DING No atv F.A.08-0 0 498 E is0/0. 1111 111 Luis R. Lomas P.E. 9NTS ° 02/23/09 4 OF 10 ILR09ERT0L0ALA.SP.E. 142 W000FORD RD LEWS VILLE, NG JO?7 4394 4 M --moku m o com FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EOCE DISTANCE 1/4. MAX. Li A. F SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ALL TO BE SET IN 1 BED OF 1PPROVED 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 SEALAMT BY OTHERS TO BE DESIGNED IN ACCORDANCE KIMASTM E2112 T- 1/2- MIN. EDGE DISTANCE 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE 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 O AMHt owc N0. F. 08-00498 sruc NTS 02/23/09 9-5 OF 10 L A086RM LOVAS P.E. tat? W000AOR0 RP LEWISMI.E. AC Z= 434406 " f*M"v bmei wM SIGNED: 06/20/2017 VGENy.'9 iL 0 5 •1t= TATE OF • a— i.4'..0 sS10NA"E C5``: Luis R. Lamas P.E. FL No.: 62514 oLscmlHON wre APPRovw ADDED CHARTS 03/05/12 RL REVISED PER NEW TES11No 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION oErALLS 07/30/15 R.L. REVISED WSTALL00N OETA¢S 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 O AMHt owc N0. F. 08-00498 sruc NTS 02/23/09 9-5 OF 10 L A086RM LOVAS P.E. tat? W000AOR0 RP LEWISMI.E. AC Z= 434406 " f*M"v bmei wM SIGNED: 06/20/2017 VGENy.'9 iL 0 5 •1t= TATE OF • a— i.4'..0 sS10NA"E C5``: Luis R. Lamas P.E. FL No.: 62514 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETElAt4S NRYINSTALL.AnoN SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE DATE If ADDED CNARIS a a 1 1/4' MIN. RL EMBEDMENT CONCRETE/ R.L. MASONRY BY OTHERS 1/4' MAX. R.L. SHIM SPACE OPTIONAL 1X BUCK I TO BE 06/20/17 PROPERLY DESIGNED ACCORDANCE WITH ASTM E2/ 12 SECURED MIN. SEE NOTE 3 SHEET 1 EXTERIOR CONCRETE/MASONRY 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETElAt4S NRYINSTALL.AnoN SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 DLSdOP110R DATE APPROVED ADDED CNARIS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTAUATION DETAILS 06/20/17 RL SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 SPCESHM MIN' INTERIOREDGE DISTANCE EMBEDMENT 1. WTERIORAND EXTERIOR RNISHEa BY OTHERS; NOT SHOWN FOR CLAR/11: MIN SEPARATION DESIGNED ACCORDANCE WITH ASTM E2/ 12 MIN. 3/16' TAPCON EXTERIOR CONCRETE/MASONRY EDGE DISTANCE BY OTHERS OPTIONAL 1 X ' BUCK JAMS INSTALLATION DETAIL TO BE PROPERLY CONCRETFJMASONRYINSTALLATION SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 SECURED T SEE NOTE 3 SHEET 1 a 1 1/4' MIN. NOTES: EMBEDMENT 1. WTERIORAND EXTERIOR RNISHEa BY OTHERS; NOT SHOWN FOR CLAR/11: 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ACCORDANCE WITH ASTM E2/ 12 MIN. MI WINDOWS AND DOORS LLCEDGEDISTANCE 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80` NON—REINFORCED FRAME INSTALLATION DETAILS 11RAWM: 011c na F.A. 08-00498 Sc" NTSI o'm 02/23/09 —6 OF 10 L ROBERTO LOMAS P.E. 1 kV w000FORD RD LEW SVUE. NG Z7m 43&6e6o60 bnusB Imkvjwmn SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 FRAMING R 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT I SHIM SPACE 110 WOOD SCREW EXTERIOR 11 11 11 It INTERIOR VERTICAL CROSS SECTION WOOD FAA UNG OR 2K 8UCKWSTALLATADN NOTES: I.W7ERIORAND EXTERIOR FINISHES BYOTHEn Nor SN01NN FOR CLARITY. 2. PEAfMETER AND JOINT SEALANT BY OTHERS TO BE OESCNED IN ACCORDANCE WITH AS7M 62112 IE SET IN APPROVED SEALANT MIN. RENT MIN. tour. UISTANCE 1 3/8" MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE R.r15043 OESOWIgH DATE APPRM ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FW INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK INS TAU ATIOW SIGNED: 06!'20/7017 MI WINDOWS AND DOORS LLC 0%k%11II//. to/, 650 WEST MARKET STREET GRATZ. PA 17030 J a: REIV- 41 ?"moiy L 4TATSERIES420SGD 96" X 80" NON—REINFORCED c+cBr' FLANGE INSTALLATION DETAILS OF Furor OWG N0 08-00498 1111111L11 L Luis R. Lomas P.E. FL No.: 62514 VALE NTS — 02/23/09 —7 OF 10 L ROSEAM LOVAS AE 14W WOODFOAORDLEwrswuENoVOW 47+6854M eNaffmakiwFL" .a>rn 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF IPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. SYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTH ASTM E2112 1/2' MIN. EDGE DISTANCE X110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4 MAX. SHIM SPACE Lev I 0cscw T4" MTE VPRO.W A JADDEO CHARTS 03/05/12 R.L 0 REVISED PER ESTINEWTNG 10/29/13 RL C ADDED FLANGE AND nN INSTAUATIONS 12/06/13 R.L D REVISED INSTALLATION OETAILS 07/30/15 R.L E REVISED INVAUATION 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 FLANGE INSTALLATION DETAILS F«4 108-00498 scuc NTS ° 02/23/09 —8 OF 10 L ROBERTO LOWLS P.E. 1R2W000F0ROR0LEW9SVUE, NC27027 4344994M 'A nY9®6bmawr.mm SIGNED: 06,120/2017 S IR to pENSF9J+ 0 S•*= E OF • cA•_ :c OR10 : INII I ln•' Lu13 R. Lomas P.E. FL No.: 62514 REVMQn 1 1/2' MIN 1' MIN. 00 oae"o" CATE APPRVVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL 14. ' • ' • : 1 1/4' MIN. EMBEDMENT 0 REVKEp INSTALLATION DETAILS 07/30/15 R.L CONCRETE/ " • L 1 1/4' MIN. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MEMBEDMENTMASONRY1/4' MAX. BY OTHERS SHIM SPACE ovnoNAL 1X BUCK ;' 1/4' MAX. TO BE _ a r SHIM SPACE PROPERLY 1 INTERIORSECUREDMIN. SEE NOTE 3 EOCE SHEET 1 DISTANCE 3/16' TAPCON • tj' EXTERIOR INTERIOR 3 ' MIN SEPARATION ;: a ' • ' 3/16' TAPCON EXTERIOR SILL TO BE SET IN ' A BED OF CONCRETE/MASONRY 3/16' TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETE/LlASONRYINSTALLAnON TO BE PROPERLY MASONRY/SECURED CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES. 1, 2 1. INTERIOR AND EXTERIOR FINISHES. 8YOTNEn NOT SHOWN FOR CLARITY. 1 1/4' MIN. A, DESIGNED DINACCORDANCEERIMETERAND JOINT WITH BSTME2fY OTHERS 12 70SE EMBEOMENT SIGNED: 06/=017 MI WINDOWS AND DOORS LLC 1111t+IIIA,, 650 WEST TZ. MARKETRKE70STREET 5 RElV . PA v, \G S 9iP27/8' MIN 1' MIN. SEPARATION EDGE DISTANCE SERIES 420 SGO *•0,6 VERTICAL CROSS SECTION c4vfr 96' X 80• NON—REINFORCED EFLANGEINSTALLATIONDETAILSF O•• TAT OCONCRETEIMASOIVRYINSTALLATION ORAwIt owc ra. RLv i'".S'< ORI01; G`: F.A. oaE 08-00498 E WALE NTS 02/23/09 9 OF 10 LROBEATOLOMASRE Luta R. Lomas P.E. I -kV KWOFDAO RD LEM7SVLLE. AIC 274M FL No.: 6251443"8&0" Awnwoka usyr mm 1 4 MAX W00BY THERE I SHIM SPACE i8 WOOD I SCREW INTERIOR 1 I N. MIN, EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWOOR2XBUCKWSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FIN 1 1/4' MIN. TRIM EMBEDMENT WOOD FRAMINGgePROW SCREW BY OTHERS INTERIOR 1/4' MAX, HOOK STRIP 7/16" MIN, EDGE DISTANCE EXTERIOR 1/2' MIN. LEDGE DISTANCE L REASONS OISCRPIION WTE APPROVED ADDED CKARM 03/05/12 R.L. REVISED PER NEV TESTING 10/29/13 R.L. ADOED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OEWLS 07/30/15 ILL REVISED INSTALLATION DETAILS 06/20/17 1 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---- SCREW_ F SHIM SPACE 010S LF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS I-9. 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 E27 12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 110 WOOD SCREWIW EXTERIOR__wj INTERLOCK HOOK STRIP INSTALLATION 2K BUCK/WOOO FRAMING 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRYiCONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON—REINFORCED FIN AND HOOK INSTALLATION DETAILS oRAr1c ore Na F,A 08-00498 WALE NTS 02/23/09 —10 OF 10 L ROaERrO LOKA9 AE. 1472 WOODFORD ROLEwISvx E. NC.,7 471.6A"m AwQ5vftwwqN,,wM R SIGNED: 0420/2017 v P , TAT SE OF ; Q,1 iO tSjs ONA, t v``'• 11 Luis R. Lomas P.L. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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 RCSPONS181UTY 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 OURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIA: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOVIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE A10 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 DERAILS. 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 0-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL IBCA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0. XX. XP. PX, XIP. PIX TABLE OF CONTENTS HEFT NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS ncvaows DcwFwIOm aTE Arasww ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL REVISED INSTALLATION DETAILS 06/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0621/2017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. MPAK17030REET tIt111r/AA/ v F• o rtSERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" NOTESE Of i't• A.OR10v-.1oawwarc "° a„ V.L 08-02249 C rS SCAM a"ENTS 10/30/13 1 OF 10 lull R. Lomas P.E. LRWRT0LC"4SP.E 1432 WOODFORD RD LEKlSVAJA NCZR79 4X40460 4bmwv#b=zmc2m Fl- No.: 6251a 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 63 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX 17- MAX O.C. 6- MAX 6• MAX 17 MAX O.C. 96 T MAX FRAME HEIGHT 6• MAX / SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEECNARTS Of AND 42 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE., 48 fir x 95• 2. MAXIMUM O.L.O.: 44 &Vx 90 See• HANDLE SET (99-04-145) AT 36 314' ON CENTER FROM EM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOT REW FORCEMENT (666) AT ALL PANEL INTERLOCKS CHART 4f WHERE WATER INRLTMTION RESISTANCE IS R60UIRED eCe unx a Curr. . vwv ocsOwntlh DATE APPROVED A ADDED FLANGE AND FW INSTALLATION 12/10/13 RL 6 REVISED INSTALLATION DETAILS 0B/OS/15 RL C REVISED INSTALLATION DETAILS 06/21/17 RL Design Pressure c11arT (psf) R0110 WOO Rnsl Ono Tolal RwM wigh (h) H» J0.0 36.0 420 460 ti) 60.00 7200 K00 66.00 POs Neff Pas Np POs Hp Pos Np 64.6 40.0 56.4 40.0 5o.9 40.0 45.7 40.0 42.0 660 40.0 552 40.0 40.0 400 43.0 39.4 39.4 920 0 52A 40.0 45A 40.0 40.6 37.1 37.1 96.0 40.0 49A 40.0 43.1 36 4 36.4 35 0 35.0 CHART 62 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I r"Aar n Design Pr SWM Chart (psi) SNOB Pim ana Tom Frena wRi (in) HOM J0.0 1 360 420 46.0 ti) 60.00 7200 Poll I Nap POs Hap K00 9600 POs Nov Pas Np KO 66A 50.4 90.9 50,9 45,7 45.7 t2.0 420 660 592 552 46.0 40.0 43.0 43.0 39.4 39.4 020 62.1 524 40.4 49.4 40.5 40.6 37.1 37.1 040 49.8 49.6 43.1 431 36.4 36.4 35A 350 r"Aar n MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V.L. 108-02249 Maas NTS a"' 10/30/13' ISMW2 OF 10 L R08FAT0 LOSIAS P.E. 143: It•OOOAORO RO 40MVILLE, NC 27021 47+tfso009 r0an abm4roa.co» SIGNEO: 06/21/2017 011%I1111/1"zR ! IL o, ?, r,•GENs 94, AiE OF -tat Luis R. Lomas P.E. FL No.: 62514 Number of anchor loee0onsraOulred Raw ro Sias Fww W4 Total A -d= vfth IV) J40 J601 420 460 b) 60.0 720I KO N65 I Jamb I H4S Jamb NAS Jamb 940 NILS Jamb KO 4 6 9 8 6 6 8 6 660 4 8 S 6 8 6 8 6 020 4 8 5 6 6 6 6 6 040 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V.L. 108-02249 Maas NTS a"' 10/30/13' ISMW2 OF 10 L R08FAT0 LOSIAS P.E. 143: It•OOOAORO RO 40MVILLE, NC 27021 47+tfso009 r0an abm4roa.co» SIGNEO: 06/21/2017 011%I1111/1"zR ! IL o, ?, r,•GENs 94, AiE OF -tat Luis R. Lomas P.E. FL No.: 62514 MOUNTED A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX --} 17D.C. 6- MAX 6' MAX Number o/onehor locadonsrooulrod 17" MAX O.C. 6" T— AX k(E GHT 6- MAX SbVW Panol and Tocol Ut Wkkh (N) I SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) S LLCHORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS OESICNPRESSURE RATING IMPACTRATING REQUIRED 135.0PSF I NONE SEE CHARTS 01 AND 82 SHEET 2 FOR OTHER UNITS RATINGS NAROWARESCHEOULE T(99-04-145) AT 38 314* ON CENTER S (99-17-195) AT EACH ENO OF PANE eMEP1T AT ALL PANEL I4TERLO acv I OcscroalnM MAZE vvaoaEo A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.l_ B REVISED INSTALLATION DETAILS 06/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SUE: 48 1/1•x95• 2 MAXlMUMO.L.O.:44Srx9O&r CHART /4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, X 96' FIN ELEVATION 1 08-02249 NTS — 10/30/13 SiZF3 OF 10 L ROBERTO LOWS P.E. 1472 WOOORMW RO LE WISV4LE. NO 27o7J 4X4864M rmxnaav&ftl%np ma SIGNED: 0621/2017 11RII ftlo TAiOO'i' 10. Lufs R. Lomas P.E. FL No.: •62514 Number o/onehor locadonsrooulrod SbVW Panol and Tocol Ut Wkkh (N) 30.0 Sao 420 440 60.0 720 64o SaoM&S J8mO NSS Jamb H&S Jamb NaS Jambg46566• 6 6 6 4 65 6 6 6 6 646566666 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, X 96' FIN ELEVATION 1 08-02249 NTS — 10/30/13 SiZF3 OF 10 L ROBERTO LOWS P.E. 1472 WOOORMW RO LE WISV4LE. NO 27o7J 4X4864M rmxnaav&ftl%np ma SIGNED: 0621/2017 11RII ftlo TAiOO'i' 10. Lufs R. Lomas P.E. FL No.: •62514 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING FR W INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERa NOT SHOWN FOR CLARRY. 2. PERIMETER ANO JOINT'SEALANT SYOT)JERS TO SE DESIGNED W ACCOROM/OE WTW ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN, cvvc VgUNCE RL"Noms oeso nlloN WE I -Ppmvw ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L RVASEO INS AUATKIN DETAILS 08/03/15 1 opt,L REVISED INSTALLATION OETAI S 06/21/17 IR.L 1 3/8" MIN. 1/4' MAX, EMBEDMENT SHIM SPACE T" INTERIOR 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW EXTE WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X 8UCK INSTALLA r*N 1/2' MIN. MI WINDOWS AND DOORS LLC EDGE DISTANCE WOOD FRAMING 71 1 3/8' MIN. OR 2X BUCK EMBEQMENT BY OTHERS f 9TA X 96" FRAME INSTALLATION DETAILS 1/4 - MAX. o4rit V.L SHIM 10 WOOD SPACE SCREW 08-02249 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING FR W INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERa NOT SHOWN FOR CLARRY. 2. PERIMETER ANO JOINT'SEALANT SYOT)JERS TO SE DESIGNED W ACCOROM/OE WTW ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN, cvvc VgUNCE RL"Noms oeso nlloN WE I -Ppmvw ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L RVASEO INS AUATKIN DETAILS 08/03/15 1 opt,L REVISED INSTALLATION OETAI S 06/21/17 IR.L 1 3/8" MIN. 1/4' MAX, EMBEDMENT SHIM SPACE T" INTERIOR 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW EXTE WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X 8UCK INSTALLA r*N SIGNED: OW112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 S R' LY/i v .*\QENS" O' 9 i- SERIES 420 SGD REINFORCED WITHOUT ADAPTER0lk• PS 1/F 9TA X 96" FRAME INSTALLATION DETAILS TATE, Of o4rit V.L orc ao. acv ip"ZoRIO• 08-02249 CSS G sCuc NTS o"h 10/30/13 SNOX4 OF// ONA` 1Ess L AMRTO LOLK4 P.E. 14M W000FORD RD (EWIS YULE, No 27021 Luis R. Lomas P.E. 43&6004W Aa„a a,,,,,mn, FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL 1/4• MAX. STRUCTURE SHIM SPACE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FlN1SNES, BY OTHERS, Nor SHOWN FOR CLARRY. 2. PERIMETER AND JOIVT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE KIM ASTM 62112 SILL TO BE SET IN A BED OF APPROVED SEALANT r1/4 MAX. SHIM SPACE 1/2• MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS OCSORPOG" OAtE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L RMED INSTALLATION DETAILS 08/03/15 R.L REWSED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED: 06/21/2017 MI WINDOWS LRS LC 11L1//% i650WESTMARKET OO TSTREET GRATZ. PA 17030 51R 0 J•,... 4f v, •\CAENy 9 i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1k• * 9 L 96" FRAME INSTALLATION DETAILS xZ,pTAT OF sv oRAwft V.L i SS • 08-02249 C', NTS ft10/30/13 T5 OF NA L IROBERTOLOWASPP. Lids14RxA0CAMO, AD LERnSVRtE ACZ702143"904M R. Lomas P.E. s„mmFL 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 SEPARATION EXTERIOR 1" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4- MAX• SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a 1 1/4" MIN. e • ..' EMBEDMENT 2 7/8- MIN 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEO ASONRY INSTALLATION MOONS OCZAPT" are APPROvm ADOEO FLANGE ANo RN OISTALLATION 12/10/13 RL REHSEO INSTALLA71001 OEWLS 08/03/16 R.L REVISED INSTALLATION OETAILS 06/21/17 R.1 - 1 L 1 1/4- MIN. EMBEDMENT 1" v ' 1/4, MAX. SHIM SPACE MIN. EDGE DISTANCE MIN SEPARATION 1NTERIOR 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK COVCRETEINASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND J0/JVT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM U712 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCO REINFORCED WITHOUT 'ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRUM on p, R V•L 1 08-02249 SCALE NTS °`TE 10/30/13 "W6 OF 10 L R06ERNV Law P.E. 14= w0WF0RO RO LEWNSVRLE• NC 27= 41ade1b0609 +®abruspr.aRn SIGNED: 0821/2017 TA OF 8` u s701NAt"` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS g10 WOOD SCREW DD FRAMING R 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4' MAX, SHIM SPACE 10 WOOD SCREWS INTERIOR TO BE SET IN D OF DVED SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. t"TENORANDSMERIORFIN&iM BYOTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W/TW ASTM E2112 MIN. VENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE OISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE rtENSIM i OESCRFnO+ ah Appwv a A ADDED FLANGE AND FIN INSTALLA110H 12/10/13 R.L. 8 REVISED INsTAu nom DETAILS 08/03/15 R,L. C REVISED INSmvroN oETAILs 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06!21/2017 MI WINDOWS AND DOORS LLC 111111r/II 650 WEST MARKET STREET 5 GRATZ. PA 17030 R• LO Yii• pfilus•9 iSERIES420SGOREINFORCEDWITHOUTADAPTERa5 Ari: 96" X 96' FLANGE INSTALLATION DETAILS k a; 00•• TAT Of , oalrlr V,L i'Pct`•;<OR101;• '' scuc 0170 08-02249 C SS e1G N NTS 10/30/13 9T7 OF 10/NA11 LR08EATOLOWSP,E. 4.V V0000FOW RD LEW*V#AE RC211aL7 Luis R. Lomas P.E. 434-saaocOs dwmapkimnw,o,,,, FL No.: 62514 1/2" MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE x,#10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL 2R SEC TION METAL STRUCTURE INSTALLATION NOTES. I. WTERIOR AND EXTERIOR FINISHES, 8YOTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2' MIN. EDGE DISTANL 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 00DIS0015 lwV DOW4MM WE Appwv y A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L B REVISED INVALIATION DETAILS 08/03/15 RA- C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 06/ W017 60°WS 4R°°ELLC9WESSTETT GRATZ. PA 17030 IRIIL,MI S0N/ E N •y is-s SERIES 420 SGO REINFORCED WITHOUT ADAPTER F S FLANGE INSTALLATION DETAILS aura V.L. orrc "° 08-02249 C i'o`.<CRIO:• S'S scwtE NTS fE 10/30/13 T8 OF 1011 0 I111111 E0 L R08ERTOLOWASP.E. 14s W000FOR0 RO LEMSVXAE AIC 2710 Lulls R. Lomas P.E. 43"S"09 Aw=vv&wut ,=, FL No.: 62514 1 I'/2' MIN. 1' MIN. RLMOM SEPARATION EDGE D18TANCE Rlv parpplgN DATE APPROM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. a.. '• B REVISED INSTALLATION OETAPS 08/03/15 R.L. MIN. C REVLSED INSTALLATION OETNI.S 06/21/17 R.L. 1 1/4' CONCRETE/ " ' °' EMBEDMENT MASONRY • • °' 1 1/4' MIN. BY OTHERS 1/4' MAX. EMBEDMENT OPTIONAL_r SHIM SPACE 1X BUCK TO BE 1/4_ MAX. PROPERLY 1' ;, • SHIM SPACE SECURED . MIN I INTERIORSEENOTE3 EDGESHEET1 DISTANCE o 3/16' TAPCON FE11 a EXTERIOR3- aINTERIORMIN. SEPARATION a SILL TO BE SET IN 'o A BED OF 3/16' TAPCON 3/16' TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRYOTHERS JAMB INSTALLATION DETAILBYOTHERS MASONRY/ CONCRETSWASONAYWSTALLATIONCONCRETEOPTIONAL1XBUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a .• —F NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMB/EOMMENT NOTSHOWNFORCLARITY. a '• , " • . 2 PERIMETER AND JON? SEALANT SYOTHERS TO BEe' , . DESIGNED IN ACCORDANCE LMTHASnwE2112a SIGNED: 0&21/2017 2 7/8' MIN. 1' MIN. MI WINDOWS AND DOORS LLC SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 ;t"• O,lj i PA 17030VERTICALCROSSSECTIONGRATZ. ,•. 0 E NSA 9, CONCRETE%uAs6%wWSTALLATow SERIES 420 SGD REINFORCED WITHOUT ADAPTER _ 4-TA'Trik?r0'F a96' X 96- FLANGE INSTALLATION DETAILS -Oa: oRAwC V.l_ owc 08-02249 Ra '` Si=c 0RI'D G'\Z- satF HTS O° 10/30/13 9 OF 10 C/ IVA11E L fl08EROLEwIASP.E. LUIS R. Lomas P.E. 1x72 M'DOOfORO RO LE1t?SVILLE. NG 27C2t au ON-060 Stan FL No.: 62514 WOOD FRAMING BY OTHERS 1/4' MAX SHIM SPACE 1 1/4' MIN. EMBEDMENT T - APPROVED — SEALANT BEHIND FIN BB WOOD SCREW APPROVED SEALANT BEHIND FIN B8 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK/NSTALLATION WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MM, SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEE78 4.9. RN6gttS REV ° DTC APPROVO A ADDED FLANGE AND FW INSUCCATION 12/10/13 R.L 6 REVISED INSUUATION DETAILS 08/03/15 R.L. C REVISED WSTALIATION DETALLS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. 4 TRIM INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE —- BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY,CONCRETE 1/2' MIN. METAL STRUCEDGETURE DISTANCE BY OTHERS EDGE DISTANCE TRIM E1 3/8' MIN. INTERIOR EMBEDMENT HOOK STRIP HOOK STRIP 10 SELF DRILLING SCREW SCREWED EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOKSTAIPINSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE yl BUCK4y000 FRAMING SIGNED: 06/2112017 MI WINDOWS AND DOORS LLC Nw%%1Irr/II 650 RSTZ.MP K170 GREET N`;J fENs 9;-%, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 6• o••r*=_ 96" X 96" NAILFIN HOOK INSTALLATION DETAILS=; jo ro rk5 ETAT OFp, TAT OfNOTES: EXTERIORFwISHES BYOTNERSIOTSHNOTSHOWN O , 08-02249 an iss/pMAt MFOFOR ClAR1TY. 2PERIMETER AND JOUYTSEALANTBYOTHSISTOBE C G\\ 7j/ 1111111E NTS 10/30/13 — OF 10OF_SlGNED INACCOROANCE W TFNAS7M E21 l2 CROSERTOLOKiOP.E. 1472 W000FORO RO LEMMLE. rvC 27027 LUIS R. Lomas P.E. 43440060 d"A%vw&n o,.c*M , 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. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAE; EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 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: XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS IMVMN$ 00cluPIgn 0W1E I APPROVIM A HOED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FIANCE WSTALLATIONS 12/06/13 R.L. 0 ' REVISED INSTALLATION OETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL SIGNED. 06:22/1017 MI WINDOWS AND DOORS LLC 11rrA, 650 WEST MARKET STREET GRATZ. PA 17030 CENtsF 9s o 6 oa*= SERIES 430 SGO 143' x 80' NON REINFORCED o/kENOTESyTAT OF 0RL00; onAxlt orc w. Iav F.A. scAi OS— 02 E j/S111NA `;F` oATcNTS 02/23/09 1 OF 9 LYI3 R. LOToa P.E. FL No,: 62514 L ROBERTO LCMASP.E. 14W POODFORD RD LE1WbVOA& NC2MM 43&665 MW NanaWbnupr.00m 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17'MAX 6. MAX 6- MAX L 17' MAX 80- O.C. MAX RAME EIGHT L 6- MAX I SERIES 430 XIX SGD EXTERIOAVJEW DESIGN PRESSURE RATING WPACTRATING t4O.OPSF NONE SEE CHARTS Of AND R FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 In'r 79' 2. A(AX/A4UA4D.LO.:443f4•r74.%r HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (9944-145) AT 36 3W FRO METALLIC TANDEM ROLLERS (99-17-105) AT EACH ENO BOTTOM LBOTTOM RAILS otscavlarr ADDED CNARIS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED IMALIATION DEWLS REVISED INSTALLAMON DETAILS CHART 01 WHERE WATER INFILTRATION RESISTANCE IS REOWAED SEE NOTE 9 SHEET I Design pressure chart (ps* Frame height30.0 h) Singe Panel and Total Frame Width (h) 6.0 42.01 47.7 90.00 100.00 126.00 14,100 Pas Nog Pos Ne9 Pas Neg Pas I Nag 60.0 40.0 54.9 40.0 1 48.0 40.0 1 432 1 40.0 1 40.0 CHART /2 WHERE WA TEA INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure Chart (ASO Frame Height h) SNgb Panel and Total Frame Wid01(h) . 3ao 36.0 42.0 47.7 90.00 108.00 126.00 143.00 Pas Nog Pas Nog POS I Nog I Pas I Nog 80.0 1 549 1 54.91 48.0 1 4&0 1 432 1 432 40.0 40.0 CHART S13 Number of anchor loco (ions required Tcartm Single Panel and Total Frahm Width (h) Height 30.0 36.0 42.0 47.7 h) 90.0 10&0 1260 1430 Has Jamb Has Jamb Has I Jamb HdS Jamb 80.0 6 1 5 7 1 5 1 8 1 5 1 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED ELEVATION F.A. 1 08-00502 srue NTS orVE 02/23/09 1 S'O=2 OF 9 L ROSERTO LOWtS RE 14.22 n1700F(2R0 RO LEV4SVULE. A1C Z7= Q&689409 momaMbntm..m SIGNED: 06 2WO17 Ill II I lP" Luis R. Lomas P.E. FL No.: 62514 APPROVODATE 03/06/12 R.L 10/15/13 R.L. 12/06/13 RL 08/05/15 R.L. 06/22/17 RL SIGNED: 06 2WO17 Ill II I lP" Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR t/2' MIN. I EDGE DISTANCE MIN. EMB MENT 1/4' MAX. SHIM SPACE INTERIOR SILL TO BE SET IN f A BED OF APPROVED 1 SEALANT 1/2' MIN.' EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT I 1/2' MIN. EDGE DISTANCE 110 WOOD 1 3/8' MIN. SCREW EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE INTERIOR EXTERIOR n e --IM JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' z 80' NON REINFORCED FRAME INSTALLATION DETAILS MAIM om No F.A. 08-00502 scar NTS 02/23/09 —3 OF 9 L 808ERTO CORKS P.E. 14M w000FOR0 R0 tSMVXLE. NC 27M 4364w p9 Awnaw lomaprmm SIGNED: 06/222017 ft.. I ILIO,/''' pO, S TAT E OF 1 O•'r<OR10P• * js, ONA 11lk\\ G` Luis R. Lomas P.E. FL No.: 62514 aensoNs ap 0tscavllM" DATE AWROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESIINO 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS I 06/22/17 JILL INTERIOR EXTERIOR n e --IM JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' z 80' NON REINFORCED FRAME INSTALLATION DETAILS MAIM om No F.A. 08-00502 scar NTS 02/23/09 —3 OF 9 L 808ERTO CORKS P.E. 14M w000FOR0 R0 tSMVXLE. NC 27M 4364w p9 Awnaw lomaprmm SIGNED: 06/222017 ft.. I ILIO,/''' pO, S TAT E OF 1 O•'r<OR10P• * js, ONA 11lk\\ G` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE an r olseawlloll aTE &PPROyEp METAL A VOW CW1RM 03/06/12 R.L. STRUCTURE BY OTHERS 1/4" MAX. B REVISED PER NEW TESTING 10/15/13 R.L SHIM SPACE C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 08/05/15 R.L. 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L C SHIM SPACE I 1/2" MIN. it S L SMS OR SELF pRIWNC EDGE DISTANCE Arj INTERIOR ffZ:f=TFlSCREW 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR INTERIOR L TO BE SET IN BED OF APPROVED UJWT 1 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLA770N NOTES. 1. INTERIOR AND EXTERIOR FW/SHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEA44NT BY OTHERS TO BE DESIGNED W ACCORDANCE KIM ASTM E2112 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTA "TION SIGNED: 06x22/2017 MI WINDOWSSTREETLLC WEST RTM KKET650``` r ro/'. GRATZ. PA 17030 O •' G E N • 9 i SERIES 430 SGD *• 143" x 80" NON REINFORCED =- a= FRAME INSTALLATION DETAILS yDa TAT OF CIMM. owc rao. RE saLc NTS °`h 02/23/09 08-00502 42 OF 9 E /'/,SIOIIIIl1?\\`` L ROSERTOLOMIS PE Luis R. Lomas P.E. Iuz WOODFORD RD LEWISVXLE. NC 27M 11 No62514A$&6&%*" /O1m.7d*lxnaw.wM EXTERIOR 3/16' TAPCON MASONRY/ - CONCRETE BY OTHERS INTERIOR acres llvn VERTICAL CROSS SECTION CONCRET154t4SONRY INSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE :. •'v DISTANCE X114 MIN. SEPARATION a • . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE OLv11/2' MIN. 1' MIN. APPMVIOD SEPARATION EDGE DISTANCE 03/06/12 a 1 1/4' MIN. REVISED PER NEW TESTING 10/15/13 EMBEDMENT CONCRETE/ a MASONRY 1 4' MAX. 0 SHIM SPACE E REVISED INSTALLATION OETAILS REVISED INSTALLATION DETAILS BY OTHERS R.L. R.L OPTIONAL 1X BUCK TO BE PROPERLY SECURED 4' MAX• SEE NOTE 3 AW M SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ - CONCRETE BY OTHERS INTERIOR acres llvn VERTICAL CROSS SECTION CONCRET154t4SONRY INSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE :. •'v DISTANCE X114 MIN. SEPARATION a • . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE OLv 00CRII'M" pVE APPMVIOD A AOOED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADOED FLANGE INSTALLATIONS 12/06/13 R.L. 1 4' MAX. 0 SHIM SPACE E REVISED INSTALLATION OETAILS REVISED INSTALLATION DETAILS 06/05/15 06/22/17 R.L. R.L INTERIOR M. EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK C0NCPXrSMAS0NRYINSTALLAT101V TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR RNTSHES. BYOTHEAS. NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WITH ASTM 62112 SIGNED: 0612WO17 MI 650OWEST MARKET OWS AND OSTOREETRS LLC Ns` s ft.. to% GRATZ. PA 17030 v •GEN -T -.-Pim SERIES 430 SGO *• 143" x 80' NON REINFORCED o FRAME INSTALLATION DETAILS — pO .4TAT OF , URAMC OwC Ro. RLv i'cFS;0R10r sow NTS o`er 02/23/09 O8ILX52 OF 9 E i,s O111A111\\\ LROBERTOLO SRE. LUIS R. Lomas P.E. 06 Ia017VWOODFaWRDLEW7$VUZ RC 27FL No.: 6251443440609i6Yru*w-= n 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11. 11 INTERIOR CVVC WEAN " VERTICAL CROSS SECTION WOOD FRAMING OR 2X BU/CK INSTAUATNON NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN AS TM E2112 SET IN APPROVED MIN. WENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REV41OW of3CRWi " ADDED CWIRTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION OEULLS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTAUATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORCM owc Na F.A. 08-00502 SME NTS I D"" 02/23/09 sNm 6 OF 9 L R08ERTO LCM4$ P.E. I4,2110017FOR0 RD LEWISVXLE. NC?Jo27 Dec APPROVED 03/08/12 R.L 10/75/13 R.L. 12/06/13 R.L. 08/05/15 A.L. 06/22/17 R.L. SIGNED: 0622/2017 1111111/1N o b c5 ••*_ GATE OF Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4' M M 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11. 11 INTERIOR CVVC WEAN " VERTICAL CROSS SECTION WOOD FRAMING OR 2X BU/CK INSTAUATNON NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN AS TM E2112 SET IN APPROVED MIN. WENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REV41OW of3CRWi " ADDED CWIRTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION OEULLS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTAUATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORCM owc Na F.A. 08-00502 SME NTS I D"" 02/23/09 sNm 6 OF 9 L R08ERTO LCM4$ P.E. I4,2110017FOR0 RD LEWISVXLE. NC?Jo27 Dec APPROVED 03/08/12 R.L 10/75/13 R.L. 12/06/13 R.L. 08/05/15 A.L. 06/22/17 R.L. SIGNED: 0622/2017 1111111/1N o b c5 ••*_ GATE OF Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE r METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS SELF DRILI Sc METAL STRUCTURE BY OTHERS EXTERIOR t0 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN XO OF APPROVED LI.ANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BYOTHERS T O SE DESIGNED IN ACCORDANCE WTT H ASTM E2112 1/4' MAX. SHIM SPACE MIN. EDGE DISTANCE 1 C 10 SMS OR I SELF DRILLING SCREWS E oaerovllow ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVLSED INSTALLATION DETAILS REVISED INSTALLATION oETAI S INTERIOR METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OINwIa owe - F.A. 08-00502 scut NTS 077E 02/23/09 —7 OF 9 L ROBERTOLOMO PZ KV GATE APPRM 03/06/12 R.L. 70/15/13 R.L. 12/06/13 R.L 08/05/15 R.L. 06/22/17 RA. SIGNED: 06/22/2017 v •*- G' 7A1 OF Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. CONCRETE/SEPARATION MASONRY BY OTHERS 1 • MIN. EDGE DISTANCE EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. ENTEMBEDM 1. MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS y 1 7/MIN. EMBEDMENT 2 7/8' MIN. A 1' MIN. SEPARATION EOCE DISTANCE VERTICAL CROSS SECTION CONCRETE ASONRYIII(STALLATION 1/4• MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 n • 1 1/4` MIN. 2 PERIMETER MIO JOINT SEALANT BYOTHERS TO BE a EMBEDMENT DATE fPP1A0vm CHARTS 03/06/12 OPTIONAL REVISED PER NEW TESTNC 1X BUCK R.L. ADDED rolcADOEO i1/1A1{;E INSTALLATIONS TO BE R.L REVISED INSTALLATION DETAILS PROPERLY R.L. REVISED FLAN143" INSTALlAT10N DETAILS INSTALLATION DETAILS 06/22/17 R.L. oaAwN owcao SECURED 08-00502 E NA11EdV` NTSoATc029723/09 8 OF 9 SEE NOTE 3 L ROBERTO LOAKS P.E. fr92 wOOOFD/m RD LEv4SVU.LE. NODo29 Luis R. Lomas P.E. 434490.0609 dbmasfi6fm, — 1/4' MAX SHEET 1 SHIM SPACE 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. ENTEMBEDM 1. MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS y 1 7/MIN. EMBEDMENT 2 7/8' MIN. A 1' MIN. SEPARATION EOCE DISTANCE VERTICAL CROSS SECTION CONCRETE ASONRYIII(STALLATION 1/4• MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMS INSTALLATION DETAIL CONCRETHMASONRYINSTAUUAWN NOTES: f¢nso rs NOT SHOWN FOR CLARITY. 2 PERIMETER MIO JOINT SEALANT BYOTHERS TO BE REV 0MCRPTON DATE fPP1A0vm CHARTS 03/06/12 R.L REVISED PER NEW TESTNC 10/15/13 R.L. ADDED rolcADOEO i1/1A1{;E INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED FLAN143" INSTALlAT10N DETAILS INSTALLATION DETAILS 06/22/17 R.L. JAMS INSTALLATION DETAIL CONCRETHMASONRYINSTAUUAWN NOTES: I.INTERIORANOEXTSl RFWISIiESBYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER MIO JOINT SEALANT BYOTHERS TO BE OESIGNEO INACCORDANCE KIM ASTM E21 12 SIGNED. 08/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREETJ g 1111fIIII,, R.• LO GRATZ. PA 17030 G EN,,' 9s'i SERIES 430 SGID x 80" INS NON REINFORCES FLANGE M-.TAifrPOF" 0*, FLAN143" INSTALlAT10N DETAILS i R•(OR1OP• oaAwN owcao aev 08-00502 E NA11EdV` NTSoATc029723/09 8 OF 9 L ROBERTO LOAKS P.E. fr92 wOOOFD/m RD LEv4SVU.LE. NODo29 Luis R. Lomas P.E. 434490.0609 dbmasfi6fm, — FL No.: 6251 a 1 5/8• MIN. EDGE OUST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — 4 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY1701VCRETE METAL STRUCTURE1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREW DRILLING EXTERIOR PANS 2• MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM I 1 3/8• MIN. EMBEDMENT HOOK STRIP B10 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8UCK4v" FRAMING NOTES: 1. INTERIOR AND EXTERM FINISHEQ BYOTHERS. NOT SHOWN FOR CLARm. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS OPAW —7 -- C rx1. F.A.08-00502 scut NTS I **TE 02/23/09 1 S'w9 OF 9 L ROSERTO LGAKS P.E. 1432 WOOiDFORD RO LEWISIOXUL NC2AW 474-60019 dbXW*@W4MVWaam SIGNED: 0612WO17 HU0 J, joDTE OF 1 A U N`` Luis R. Lomas P.E. FL No.: 62514 L" II=41'ra" am Appwou A ADDED CK4M 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED 2WALIATION DETAILS 08/05/15 R.L. REVISED INSTALLATION ocuLS 06/22/17 R.L METAL STRUCTURE1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREW DRILLING EXTERIOR PANS 2• MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM I 1 3/8• MIN. EMBEDMENT HOOK STRIP B10 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8UCK4v" FRAMING NOTES: 1. INTERIOR AND EXTERM FINISHEQ BYOTHERS. NOT SHOWN FOR CLARm. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS OPAW —7 -- C rx1. F.A.08-00502 scut NTS I **TE 02/23/09 1 S'w9 OF 9 L ROSERTO LGAKS P.E. 1432 WOOiDFORD RO LEWISIOXUL NC2AW 474-60019 dbXW*@W4MVWaam SIGNED: 0612WO17 HU0 J, jo DTE OF 1 A U N`` 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 COOS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CQ -1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5, 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM !S—ROM FOR THIS PRODUCT 1N WIND BORNEDEBRISREGIONS. S. 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. OVERHANG - OVERHANG 10. ORHO NGOINTO WOOD FRAMING OR 2X SUCKHSEH # 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEOMENT 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 1" MINIMUM EDGE LEVATIONS AND INSTALLATION DETAILS. DISTANCE. LOCATE ANCHORS AS SHOWN IN E 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'$ 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-0.428. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18G& 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLAWN nFTAII e 1 •-• 4 ,Off arc I A -WO 1 A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.L C ADDED FIANCE INSTAUATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06222017 MI AND 650WEST MARKET STTEETLLC GRATZ. PA 17030 s 1R. to SERIES 430/440 XIX SGO 143" x 96" REINFORCED; E NOTES a A- : TAT OF RV` Rss toR10T: DNA 11 EN Luis R. Lomas P.E. olt ft F A owe 08-00503 E WAr: NTS loQr 02/23/09 s"MI OF 9 t RoeERrocaw tp.E nV'OOOFORORDLEWWVXMAC27= AN<m4 9 ncpcam FL No.: 62514 6- MAX -r 6' MAX L 17' MAX O.C. 96" MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 93 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX 6' MAX O.C. I SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS of AND 02 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE., 48 Ill' x 95' 2 MAXIMUM0.L0.:44Y4•x90S0F' HAROWARESCHEDULE - A (1) FLAT MOUNTED HANDLE SET (99-06.145) AT 37 314' ON CENTER FROM PANEL BOTTOM 868) AT ALL PANEL INTERLOCKS - 4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF Iry IoESLsavllbN A I ADDED CHARTS 8 REASEO PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHAAT/1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATO?N RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I DaWgn pre m chart (pso Faro SHgb P.In01 and Total Fano WWIh (eq M J0.0 340 1 420 477 hl moo 100.00 I 126.00 147.00 POs I Nsp POs N40 Pos Nev Pos Nap wo 40.0 60A 40.0 57.9 40.0 520 40.0 46,0 16.0 40.0 1 80.040.0 61A 40,0 40.9 40.0 45.0 D20 40A 59A 40,0 51.7 40.0 46,1 40.0 423 D40 40.0 56A 40.0 48.0 40,0 43.7 404 40.0 CHART f2 WHERE WATER INF(LTR4YVlV RESISTANCE LS NOT REOUIREO SEE AIt)TE O gNFF7 1 Design PMSWre Chan (p4 Fam 51p10 Wool and TOW Fmm Y"Ad h (In) Halaft 20.0 MO 1 420 47.7 ti) 90,00 10400 1260014M Poo NOV Pos I NO9 I POs I Ns0 POs Nap 640 60.0 1 60.0 57.9 520 460 46.0 10.0 60.0 60A 54.6 46.9 400 45.0 020 59A 59.6 51.7 461 42.3 423U04036656049.0 43.7 40.0 30 043J CHART R7 Number Of anchor Iowaonsrnpulrad As bind@ And and TaLU Faro yam Lln) b 20.0 360 420 1 47.7iN) 860 1040 1240 I1430 Nis I Jamb I Nos Jamb Pf&S IJamb I His IAmo 840 d 8 7 8 8 6 9 8 160 7 8 7 8 0 6 9 8 02o 8 6 860 7 8 7 8 a 6 9 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED." ELEVATIONS craft me fro F.A. 08-00503 Sc, NTS ° 02/23/09 -2 OF 9 L R08ERTOL0m4$P.E. 1432 V-V0OF0RDRO LEWIS V44& NC 2702? 4U -661.01I" mms®slemam - GATE APPROVED 03/06/12 RL 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 06/22/'2017 GElYsf, 0 6 ••* OE OF : iu Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW 110 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. RN I EDGE DISTANCE DOE APPROVED 1 3/8• MIN. ADDED CKAM EMn ENT Rd. 8 1 3/8" MIN. 1/4" R.L. EMBEDMENT SHIMSHIM ADOED FIANCE INSTALLATIONS 12/06/13 SPACE 0 1/2" MIN. 08/05/15 EDGE DISTANCE INTERIOR 10 WOOD SCREW rSILL TO BE SET IN A BED OF APPROVED 1 SEALANT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR ANO EXTERIOR FWISHE. BY OTHERS, NOT SHOWN FOR CLARlT1: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 WOOD FRAMING 1 OR 2x BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT EXTERIOR n C2Ta JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX Soo 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAVft 6rC No. F.A. 08-00503 Wxc NTS 0"E 02/23/09 iW3 OF 9 L ROVERTO LOWS P4 1402 W000FOR0 RD LEw15vIIlE NC 27M UrQ4fo6o9 bmo®ebrrugo,.adn SIGNED: 0&2M17 S i !ILD,/ 4f i OENS.F•9s cF''c<OR10; • Luis R. Lomas P.E. FL No.: 62514 RN RLV6gRS OESCRIP1ION DOE APPROVED A ADDED CKAM 03/06/12 Rd. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADOED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4 1W. E RENSED INSTALLATION OETAILS 06/22/17 R.L. r SHIM SPACE rop INTERIOR I1 ftp EXTERIOR n C2Ta JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX Soo 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAVft 6rC No. F.A. 08-00503 Wxc NTS 0"E 02/23/09 iW3 OF 9 L ROVERTO LOWS P4 1402 W000FOR0 RD LEw15vIIlE NC 27M UrQ4fo6o9 bmo®ebrrugo,.adn SIGNED: 0&2M17 S i !ILD,/ 4f i OENS.F•9s cF''c<OR10; • Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL 1/4' MAX STRUCTURE --- M SHIM SPACE BY OTHERS LIT 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLITION NOTES: I. INTERIOR AND EXTERIOR FINISHES. SY OTHERS, NOT SHOWN FOR CLARI`TV' 2. PERIMETER AND JOWTSEALAAW BY OTHERS TO SE DESIGNED W ACCOADANCE WIIHASTM E2112 TO BE SET IN iE0 OF APPROVED ILANT I 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I. 1/4' MAX I SHIM SPACE CA I Cnlvn JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 061212017 MI WINDOWS AND DOORS LLC 51R!Itoi, 4f650 RAn,MPAKETO GREET Kv OESCRPMN au APPIIOUFD A ADDED CHARTS 03/06/12 R.L. 8 REMSEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS o6/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 061212017 MI WINDOWS AND DOORS LLC 51R!Itoi, 4f650 RAn,MPAKETO GREET NJ• pEiY . sFmy I0 y 61 a;elr/cA.cOr` SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS 1 $TATEE OF S:°< ORlOT; G? oNAsac owc No. RLv 08 3 E ijr ONA `1EN\\\ LYIS R. Lomas P.E. FL NO.: 62514 sauc aTE simLrNTS02/23/09 4 OF 9 LROBERTOLOALA.SPE 1'32 WOOD/ RD LEMSVI LE' NC 270:J awasoco9 rl uAwwm 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 e 1 1/4' MIN. s EMBEDMENT 1/4' MAX. SHIM SPACE rr 3/16" TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE ' 3 . MIN. !; SEPARATION 3/16' TAPCON SILL TO BE SET IN ' A BED OF APPROVED . SEALANT CONCRETE/MASONRY BY OTHERS b 4 F 1 1/4' MIN. EMBEDMENT 2 7/B'• MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCOIETEU4SONRYINSTALLATION rrtso6 F0A a A ppapl ADDED CHARTS REVISED PER NEW TESnNC 1/4' MAX. ADDEO FIANCEINSTALLATIONS SHIM SPACE REVISED OMALLATKIN DETAILS E REVISED INSTALLATION DEFAILS INTERIOR MR APPAavED 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. 1 i EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLITION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES^ 1. INTERIOR ANO EXTERIOR FINISHES. 8YOT HERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND40IYT SEALANT 8Y 07HERS TO BE OESIG IED IN ACCORDANCE WITH ASTM EV 12 SIGNED: 06/2212017 MI WINDOWS AND DOORS LLC ``AAA11 1Ir`I , z650WE TZ. ST MARKETO30STREET J S • 'E N to b G • 9F = P SERIES 430/440 XIX SGO *% D t' 143" x 96" REINFORCED FRAME INSTALLATION DETAILS Ayr ;,kf: oaAwx: atv F•'b<O R10; • t'` F.A. awe ho. 08-00503 E NAL NTSscAtENTS °"1E 02/23/09 —5 OF 9 L ROHEATO LOVAS P.E. IM vo=FOR0 AD LEWISV¢LE NC Z7= Luis R. Lomas P.E. tT,40460 Awnisoobwspadam FL No.: 62514 10 FRAMING — R 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. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT 1 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EMPICIR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM 62112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS OKWK owe No. F.A. 1 08-00503 WAU NTS — 02/23/09 91QT6 OF 9 L ROffRTi7L01NA.SP.B 1432 WOODFORD RD LEWISVILLE AC T..o27 4 GeeFD6aa /Mmn trru sawn SIGNED: 062=117 I1iJ0 AT T OF O lONAi EVG`? Luis R. Lomas P.E. FL No.: 62514 REVD 4 RFv 00CA PTIM arc APPROVED A ADDED CKAM 03/06/12 R.L. 6 REVISED PER NEW TEsnNG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS OKWK owe No. F.A. 1 08-00503 WAU NTS — 02/23/09 91QT6 OF 9 L ROffRTi7L01NA.SP.B 1432 WOODFORD RD LEWISVILLE AC T..o27 4 GeeFD6aa /Mmn trru sawn SIGNED: 062=117 I1iJ0 AT T OF O lONAi EVG`? 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. I EDGE DISTANCE CA 1 CKI(J11 Iry r Cr1/V1T 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWBTALLATTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 7 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES/GNEOW ACCOROANCE WTTH ASTM E2112 1/4" MAX. SHIM SPACE OR 1/2' LUNG MIN EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS WAM' On No. F.A. 08-00503 sr4z NTS — 02/23/09 —7 OF 9 L ROBERTO LomokS P.E. 14n W000FOR0ADLEIv4VRLE. NC2Mm SIGNED: 06/22/2017 I0 4f A TATE OF ZOR%'D1-. Luls R. Lomas P.E. FL No.: 62514 REN90NS RN oeSORPIgN CAVE APP*M A ADDED CNARIS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTAU.AMNS 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 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS WAM' On No. F.A. 08-00503 sr4z NTS — 02/23/09 —7 OF 9 L ROBERTO LomokS P.E. 14n W000FOR0ADLEIv4VRLE. NC2Mm SIGNED: 06/22/2017 I0 4f A TATE OF ZOR%'D1-. Luls R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN, CONCRETE/ SEPARATION EDGE DISTANCE MASONRY oEscaPllou BY OTHERS APPROVED a' 1 1/4' MIN. n• EMBEDMENT 4 10/15/13 R.L OPTIONAL 1X BUCK ADDED FIANCE INSTALLATIONS TO BE R.L PROPERLY REVISED INSTALLATION DETAILS SECURED 1/4` MAX E NOTE 3 SHIM SPACE SHEET 1 R.L. 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN, 1/4MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° 3' ,• MIN. SEPARATION ° 3/16* TAPCON SILL TO BE SET IN A BED OF APPROVED . SEALANT .. CONCRETE/MASONRY BY OTHERS S ! i! MIN. ENT 2 7/8' MIN. IN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE>MAS NAYWSTALLATOV INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 J JAMB INSTALLATION DETAIL CONCREl151N01SONRYWSTALLA7i0N NOTES: 1.04ERIOR AND EXTERIOR KNISHES, BYOTNERS NOTSHOWNFOACWIRY. 2 PERIMETER AND JON?SEALANT BYOTHEAS TO BE DESIGNEDWACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS NAM OwC N0. F.A. 08-00503 scat NTS IGOE 02/23/09 1&4wg OF 9 L. RO6ERTO LOMAS P.E. fqW w000F0RD AD LE1NSvALE NCZ,-= Q44" -woo rt v ny.cm, SIGNED, 06)==17 O" 0 TAY 50F O . i E``ORIOP• ?: ONA 11E G` Luis R. Lomas P.E. FL No.: 62514 REWSIMIS ALV oEscaPllou Nth APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVLST:D PER NEW TESTING 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCREl151N01SONRYWSTALLA7i0N NOTES: 1.04ERIOR AND EXTERIOR KNISHES, BYOTNERS NOTSHOWNFOACWIRY. 2 PERIMETER AND JON?SEALANT BYOTHEAS TO BE DESIGNEDWACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS NAM OwC N0. F.A. 08-00503 scat NTS IGOE 02/23/09 1&4wg OF 9 L. RO6ERTO LOMAS P.E. fqW w000F0RD AD LE1NSvALE NCZ,-= Q44" -woo rt v ny.cm, SIGNED, 06)==17 O" 0 TAY 50F O . i E``ORIOP• ?: ONA 11E G` Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE 01ST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP EXTERIOR —'— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAYIICONCRETE INTERIOR TRIM HOOK STRIP 1/2• MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I 10 WOOD SCREW EXTERIOR "— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCX/WOOD FRAMING 1 1/4' MIN. WE EMBEDMENT NOT SHOWN FOR CLARITY. r 03/06/12 1X BUCK BY OTHERS, DESIGNED IN ACCORDANCE WITH ASTM EZI 12 1X BUCK TO 8E SECUREDVLPROPERLY 3/16' EXTERIOR —'— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAYIICONCRETE INTERIOR TRIM HOOK STRIP 1/2• MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I 10 WOOD SCREW EXTERIOR "— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCX/WOOD FRAMING NOTES: REVwM REV ocxownwN WE APPROVED NOT SHOWN FOR CLARITY. A ADDED CHARTS 03/06/12 R.L. DESIGNED IN ACCORDANCE WITH ASTM EZI 12 8 REVESED PER NEW TESTING 10/15/13 R.L. • MI WINDOWS AND DOORS LLC C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. GRATZ. PA, 17030 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 143" z 96" REINFORCED,e,WNW HOOK INSTALLATION DETAILS E REVISED INSTALLATION OETAILS 06/22/17 R.L. oRWI owe No 1/2• MIN. 08-00503 E HAi111 METAL STRUCTURE DISTANCE LAOBERTOLOU"P.E. An N0000MRO RD LEW SVILLE, NC V= 436-Ul-O 1, W, Luis R. Lomas P.E. FL No.: 62514 BY OTHERS TRIM INTERIOR HOOK STRIP ZlNTERLOCK DRILLINGS10SELFORINGSCREW ANEL EXTERI HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOA FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 SIGNED: 0622/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1u111I'/Ivi 5 R• Lp i ENSo--,PGRATZ. PA, 17030 SERIES 430/440 XIX SGO 0 5 143" z 96" REINFORCED,e,WNW HOOK INSTALLATION DETAILS TAT EE OF .:e,` ADO : oRWI owe No RLv 08-00503 E HAi111 xAtE NTS °` 02/23/09 9 OF 9 LAOBERTOLOU"P.E. An N0000MRO RD LEW SVILLE, NC V= 436-Ul-O 1, W, Luis R. Lomas P.E. FL No.: 62514 FLORIDA OrIPAPIM-111SIr OF Business & Professional Regulation SCIS Home I tog In I User Registration I Hot Topics I Submit Surcharge I stats 6 Facts I Publications I FBC Staff I SCIS Site Map I Unks I search I FI dda r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Us t > Application Detall FL # Application Type Code Version Application Status Comments Archived FL9174-R12 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Mark Garon Mark—Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark—Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE -46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174 R12 Enuiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing 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 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 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 It 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.3 512.0 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 fI 307494 P11 Track Supplement Chart sinned.Ddf Impact Resistant: Yes FL9174 R12 it 324620 P16 Jamb Connection SUDD sinned.odf Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0234-319022-P6 S.DdF Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection SUDD sloned.DdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sipned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Created by Independent Third Party: Yes 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-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odfImpactResistant: 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 door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 fI 319040 P1 Post ]stall Instructions slgned.odf Design Pressure: +30.00/-33.50 FL9174 1112 lI 324620 P16 Jamb Connection SUDD sianed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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 11 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Supplement Chart sioned.pdf Impact Resistant: Yes FL9174 R12 I1 319040 P1 Post Istall Instructions sioned.odf Design Pressure: +39.20/-43.70 FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 iI 0600 -319026 -PS S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Suoplement Chart slaned.odf Impact Resistant: Yes FL9174 R12 It 324620 P16 Jamb Connection SURD sianed.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-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0602-319028-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SURD sianed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 I1 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart signed.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD slaned.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suopiement Chart sianed.Ddf FL9174 R12 11 319040 Pl Post Istall Instructions sianed.pdfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection Surip slaned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RIZ AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slaned.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD sianed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf Impact Resistant: No FL9174 R12 11 319040 PI Post (stall Instructions sioned.odf Design Pressure: +30.00/-33.50 FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odf 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-OOIRZ Evaluation Reoort - 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 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 lI 319040 Pl Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.DdfDesignPressure: +39.20/-43.70 Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Baek E -Et 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 a -mall 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 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click DIM. Product Approval Accepts: Ea E Credit Card Safe 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,odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 If 324620 P16 Jamb Connection SUDD sipned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 324620 P16 lamb Connection SUDD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Baek E -Et 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 a -mall 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 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click DIM. Product Approval Accepts: Ea E Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) I (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 OoN • .TN0 P No. 46718 S Ziz31 STATEE OF FCORIOP.•\ 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. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30/ 17.00 psf 25.901 28.80 psf 30.001 33.50 psf 43.201 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1 B — Doors under Evaluation ` SOON ' LICENS+'yO '/ No. 46718 v %t- • 7k ` i z z3lrr STATE OF 1A* 4ORIDA 2'S;ONAL ENG 111111110 FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18'x 8'-9" 18'x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40/ 13.80 psf 18.50/ 20.70 psf 30.00/ 33.50 Psf 39.20/ 43.70 psf Backer Tvpe 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 ` SOON ' LICENS+'yO '/ No. 46718 v %t- • 7k ` i z z3lrr STATE OF 1A* 4ORIDA 2'S;ONAL ENG 111111110 Table 1C — Doors under Evaluation GENSF • 2j9N No. 46718 ' FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.001 46.30 psf 15.30/ 17.00 sf 23.00/ 25.00 psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes Table 1C — Doors under Evaluation GENSF • 2j9N No. 46718 ' Table 1 D — Doors under Evaluation C. Conclusion CORW ,• `Gi 9/ONA 1 17 CLI LAV1' Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'^ Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. FL 9174.16 FL 9174.17 FL 9174.18 STATE OF :.` F P N Table 1 D — Doors under Evaluation C. Conclusion CORW ,• `Gi 9/ONA 1 17 CLI LAV1' Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'^ Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 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 Ratin Table 1 D — Doors under Evaluation C. Conclusion CORW ,• `Gi 9/ONA 1 17 CLI LAV1' Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'^ Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 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 II I I 1 i I i I 1. NEON-4UPACT RESISTANT GLAZM OPTION - .CSO• MNMW SSB CLAZNC N UO.OED FRAMES SCRERED 13 CA NOIR APMC- 10"Ot MTM A UMMU OF (6) FM1• SC IEYS DISTAIIEO IN TOP OR INICnOtATE SECTION (MEIX OR r -w 0• r -o VATHOUT DECORATIVE NSEATS) MEETS UNIFORM STATIC 13 CA FLAG AMCLE- oE9O PRESSURES SHOWN ON TM OUWNG. GLAaNO SMALL NAW A MAXIlLI I HEIGHT OF 1175• AND A FAT MAM M LFNOTH Or IL7S'. O A2WC a NOT IMPACT 16 CA WN HONIi- RMTAHT AND DOES 040T MEET THE REQUMMENIS FOR TRACK YMN-BOOZE DEBRIS REGION& a/14.1 -5/6.- Z DIOACr RESISTANT CLAZINO OPTION - ENACT LAC SCREITS RESISTANT GLAZING SYSTEM UAY BE NSTAIZO N TOP MDT 3 AS OR INTERMEDIATE SECnON (PITH Olt SIIHOUT CECORATIW SNaN) U,SEATS GGZNC SHALL ff 1/1• YAKRDLI= IIS CA MN WRT- POL re oA EUIN. GLA2NC SNAIL NAW A TRACK UAWJM HEIGHT Or ISM' AND A MAIM" IENCIH OF 30.0r. CA340 IS WACT RESISTANT AND DOES MEM THE REOUNWENTS FOR WND-BORNE DEBRIS REGIONS SAG.1-5/B• LAO - SEE OCTAL E ON SHEET x FOR ASSEMSLY OCTAL& SCREW AT EACH GLAZED SECTION REOIJM RONFORCIDWIT BRACKETS JAMB 11RACKET ATTACHED TO 11 -LAR ON UPPER INIEDRAL NIB (SEE OCTAL O SHEET x). .1 -SMI SC EM TO LATER 1/4-205/16' TRACK- 1800A a1TEGGL AM OF SECTION AND * MATOR STILE TO 9E BOLT AND1 1-20 HEM FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) MET ATG a JAMB G C"VT1TE SCREW TO ATTACH1/1-11x7 SELF DRILLING OPERATOR STILE ONBRACKETLOCATION NE i-9TRUf TO INE OITEORAL RIS AND AT ME CENTERLINE OF THE ODOR PER OETAP F ON SHCET 2. 1 VINYL OR aOO) DOOR STOP NAILED A UAAMUM OF C D.C. MUST OVERLAP TOP ANO BOTH ENDS OF PANELS MHUUM 7/16• TO MEET NEOA4VE PRESSURES 1. KEY LOLL 3UVC LOCKS. OR OPERATOR REWIRED. IS OA S1IFFCEO• S. SECTION SHALL BE CONSTRUCTED Pant FOAMED IN JAMB BRACKETS PLACE POLVAETHANE rQVA INSULATION CIEIYCALY SEE SCHEIOULE FOR BONDED TO 30 CA WHIM FACER STEEL AID A CUANITY. LOCATION. POLYtAYINAIE BACKER OR 31 W STEEL BACKER. END AND TYPE W TO NAW A WIS M 1.1. DEPTH. L 111E OESION OF TME SUPPORTNO SIRIICNRAL KEY LOC( OR ALOE LOCK- ELEUEmTS SHALL BE WE RESPONSINUTY OF THE BOTH ENDS (NOT F90FESSONAL OF RECORD FOR THE 9UWK OR REDAKO V61 H OPERATOR STRUCIVRE ANC IN ACCORDANCE WIN CURRENT BMIOSIC SEE NOTE 4)• SLIDE CODES FAR THE LEADS LISTED ON MS ORANNO LOCK 5" 6%" root 7. DOOR JAa TO BE MINIMUM US SIRUCRIML GRACE CLARITY LUMBER, REFER TO JAJA CONECRON SUPRCENT FOR ttw (4) SECRCE SMD ATTACHMENT TO AIPPORTNG STRUCTURE. BOOK SNO L SEE SHEET Z FOR U -BAR LOG11aVS L LOUVER OPTION - .010• LmOAM L.OUIRRS IN MOLDED ON OOORS mTH OWER SECTION OLLANnt1E5 ANDFRAMESSCREREDTOGETHERWTHAUINWIIOF (4) SEE NOTES 1 AND x ONF&I• SCREINSTALLED ur THE BOTTOM SOC110NNB TICS SMEEf FOR HRALNC UIUVER4 ARE rNOf IMPACT ItE95TANf ANO 00 NOT MEET OPT=S PRESSURE aW I 0004MOOR I UNIFORM LOW CAM JAMB (PIF) YVL 81111 NIrFF/ PyN' rKo'Q L'': No. 77945 AOS STATE OF 4C, 45I4 RNY COAD6Ima11E6aw IrNCOIFC MOIOWNML C .1aF57/6.6 o Nr nrw PRUg904 ClIcHm a UAL PA0010 OLY FOR HTARCATICJ a WYOW O"IlL m OLTAAL ON SHEET CA END CAP f IFOLLONNO ONENSION DENOTES SLATTED JAMB BRACKET ATrACHM TO TRACK WIN 1/4-204/16' TRACK SMI AID NMT. FOLLWANC OlVCftON DENOTES DUCK INSTALL aAMB IWACIEr 04STALLLD N M1ERFLY SLOT. NO ADDITIONAL YAROMARE NEEDED TO ATTACK TO TRACK. DOORS NTN NICK UFT. ADOF PITOM. AND/DR CHEATER THAN IT N HDIXT REWIRE USE OF CONTDNOUS WALL ANGIE. SEE SIIPRDIENT TRACK CURT FOR OCTAL& Wayne : STARE PRESSURE RATINGS APPROVED STZE9 s< DESIGN Pff 12190/-20.80 YAK R011l: TEST (Pff x30.65 -43.20 YAK HEIGHT: B'-9' ORDalton. IYPACT/CYWC RATED (YES/N0: VES MAX SECTION HEIQrt: V GARAGE O OO R S MODELS 5120/9100/9605 A OlvSKIN Of OVERIEW DOOR PE 37NSACILA, FA00a01fLmm is/1 WINOLOAO SPECIFICATION OPTION CODE 0230 650) 171-0090 ULM 3/a/D6 ADDED SUPMPOSEO IG" PRESSURE LOADS 4/6/07 UPDATED TITLE 6/x6/10 MRS ORAWNO PART NO. I REV. 318960 P10 JAMB BRACKET SCHEDULE HEIGHTT SECTIONSOF NRACKETSNREMJAMA ORA—TS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS It. Z') r -w 0• r -o 4 6 4 6 s a a FAT a a I C 25-1 a. a 15-1 • 0. 63 10 a. Ir a 71-41V A. L-3 4 a 1x A 67-1 1 a A IY a2Y CJB34-A 47-1/4- a 56 a OI. 7s A 6 FAT a 10 a 21-31V a. 29-314- (Ah 111 A 37-1/4- a 66 6 73-1 A a -G CH VFT-707FITCH SEE NOTE BELOW IFOLLONNO ONENSION DENOTES SLATTED JAMB BRACKET ATrACHM TO TRACK WIN 1/4-204/16' TRACK SMI AID NMT. FOLLWANC OlVCftON DENOTES DUCK INSTALL aAMB IWACIEr 04STALLLD N M1ERFLY SLOT. NO ADDITIONAL YAROMARE NEEDED TO ATTACK TO TRACK. DOORS NTN NICK UFT. ADOF PITOM. AND/DR CHEATER THAN IT N HDIXT REWIRE USE OF CONTDNOUS WALL ANGIE. SEE SIIPRDIENT TRACK CURT FOR OCTAL& Wayne : STARE PRESSURE RATINGS APPROVED STZE9 s< DESIGN Pff 12190/-20.80 YAK R011l: TEST (Pff x30.65 -43.20 YAK HEIGHT: B'-9' ORDalton. IYPACT/CYWC RATED (YES/N0: VES MAX SECTION HEIQrt: V GARAGE O OO R S MODELS 5120/9100/9605 A OlvSKIN Of OVERIEW DOOR PE 37NSACILA, FA00a01fLmm is/1 WINOLOAO SPECIFICATION OPTION CODE 0230 650) 171-0090 ULM 3/a/D6 ADDED SUPMPOSEO IG" PRESSURE LOADS 4/6/07 UPDATED TITLE 6/x6/10 MRS ORAWNO PART NO. I REV. 318960 P10 13 G AOAMABLE TOP P1ACE U -BM GNU OMORAL NO 13 G ADAISIABIE FIXTURE ATTA04ED TO PCM iM[ ( PIOi-PUNOIED TOP 11KXOIE PRE-PUMMCD HOLES NOTES EACH E0 FACNOIS IN OOTTOI OF U -BM AND ATTACK THIN 010 CAP AT IMM (:) 1/4-1.ai/6• EACH END WTH (ICI 1/h1141 CROUTE STREWS SELF OX"O MPTITC SG WS FOR STANDARD TRACK AND (3) e 1/.-I.a7/0' SELF DRLINC4ESOEWMFORLAW HEADROOM MACK (2 OF %4104 ME USED 10 ATTACHED THE TOP DETAIL A OR= AS ). LOW HEADROOM TRACK DETAIL A 13 G ROLLER SVOE ATTACKED TO USED ONLY ON IMPACT PRE-FVNOIED HOLES IN TOP OF u -TIM CE u -W OVER INTEGRAL NB rm GLAZED SECR01 - 11 IDM (]) 1/h11.S/B' 0mi11TE 9LREY6. THE (a) PRE-PUIKHED NOTES EACH 00) G REINFORCEMENT USE 0 ROLE N 3UOE To CI FACING UPWARD AND ATTACK 1/URU ENO BRACKET ATTACHED PROPER AUQIMENT OF ROLUM CAP AT 001 00 WITH ] 1 .-147/0• MM () 1/hN.7/W 1 IS CA KONG ASELF DRILLING 0WITTE s" TTACIEO / EXCEPTION, U -8m PLACED OVER TOP CAMPnTE SLWL[6 (2 ` 1 IRM (t) 1/hI.A/0' RIB ON THE BOTTOM SECTION STALL ONLY MROM BOM I CNMPnTE SCM -44 (2 a< BE ATTACKED MNP ENO CAP AT EACH BRACKET AND U -BAR) w6GK ME FACTORY END wM (1 1 a/0 SfF3DRILLINGATTACHED) CRTMPTITE SbKEM LOGIED ON ME DETAIL a BOTTOM FLANGE OF THE V -BAR NOTE DUE TO CLEARANCES REGUM TO 2' I Vr/ ROLLERER TNM 4-1/2' STEM DETAIL 8 Is W HINGE ATTACKED INTEGRAL RLL AND ATTACH VAIN (0) 1/hZWIW WITH (2) 1/{-200(x' CROmnTE SGIEWS (Z OF FWCI ARE fACICTY OOMPTITE SCREWS TIM PILL -PUNCHED NIXES AT ATIA04M 3 OF VAaCH EACH INTENIECIATE MCC OAREFIELDINSTALLEDIN_)orIDEATION (1 IIOBI FLANGE TOP LEAF. AID I OF OP KF -BAR ANO BOTTOM IGH G TFLD fWALIEO IORG LEAF AND 1 THNI TIM PRE-PRWCEED NINE WEa OF U -BM ANO IN u DETAIL INTEGRAL li OF SECTION) C 12 OA BOTTOM BRACKET FACTORY ATTACHED VAIN a PIAOE U-.sM OVER INTEGRAL RB WIN31EI..S/ NOTCH EOMI TO OEM BOTTOM ATTAGQO TNN PPE-FUECKED HOLES WITH (2) 1/4-144/ir BRACKET AND ATTACH MRU END GO C tMPTITE SCREWS AT CALM N10WEGATE HINGE LOGTIOL (2) AT EACH 00 VAIN SELF DRUM O CRIMP BE SCREW AS• FOR IMPACT RESISTANCE, HOKW AND USE (T) 1/.-I.a7/0• SELF BOTTOM BRACKET MUST BE ORIWHC C IMPTIT SCREW AC05S THE SOEWED TO THE BOTTOM BOTTOM of THE BOTTOM Q -BAR AT AR WITH EACH PRE -PUNCHED HOLE AT MY 2) i hIC[7 StREu6. DETAIL D HINGE LOCA1aL USE (M) 1/.-2016/0• CN1PnTE SCREW AT All OMPA SEE IMPACT BOTTOM BRACET PRE-PUN040 HOLE LOCATIONS DETAIL THIS SHEET. lNE• JKo P•'•tICENSF'•.'L/ 0 . STATE OF • • !(A` 11SONAL I W`` UMW! J, aKralq R Iii CON NEN/ NO NOP11 HWL Ole M1 FE 77W a R 11706 a MIN STAINLESS mM STAINLESS r ' BALED RUBBER WASHERS 3--I/2' OG MAK--- I/$- BE IAZE / J SSG.000AC STRUCTURALSEALANTOR EQUIVAIDI AGR STEEL \ 0 DETAIL E h50.E DRILLING CRIMPTITE ATl. d TIE OF ODOR TON J-S11NT h OPERATOR @RACKET. W= }STRUT k S01" ONLY REOUREO ON IMPACT GLAZED SECTIONS SEE NOTE ATTACK BOTTOM BRACKET TO BOTTOM U -6M WITH (2) e 1/4-I4a7/W SEV OIOWNo OOMPTITE SGEK per.. YYiJ 3) SECTION DOORS WTM(0) 3•. 16 G. 40 TED GVET INTEGRAL. ATOS AS SHOWN SECTION Oo0R5 1 (S) 3', la CPL AS 1. ALL U -BARS SMALL BE ACED OVER INTEGRAL IBB$ NO Wayne ATTAGQO TNN PPE-FUECKED HOLES WITH (2) 1/4-144/ir C tMPTITE SCREWS AT CALM N10WEGATE HINGE LOGTIOL (2) Dalton. 1/4-14a7/a• SELF DRILLING CFUMPTTE SCREWS AT EACH 010 GARAGE DOORS CAP (EXCEPT BOM U -BARS ON BOTTOM SECT M -SEE anaol OF OLeNFAD DOOR DETAIL B AMD 0 1165 SHEET). (2) 1/4-144/6- OW717E CCLAFLORIDAAORSON Pa231. SWI o.-ILBBO SCREWS APPROXIMATELY MIDWAY BETWEEN ENO OF DOOR AND INTERMEDIATE HINTS LOCATION, AND (1) 1/.-14a6JW C I MPFITE SCREW APPROXIMATELY D• FROM EACH OD. FOR DOOR VICTIM GREATER MAN It -Hf. THERE SHALL BE A OF (20) SCREWS AITACNNC EACH V -BM EKCFPT BOM ARS ON 60TfiM SECIM SHALL MAK A TOTAL K (la) 6%0 SCREWS EACH. FOR DOOR WIDTHS LE55 THAN OR EQUAL TO 1T -W. THERE SHALL K A TOTAL OF (16) SOREIFS ATTAODNC EACH U -BAR EXCEPT BOTH U-6ARS ON BOTTOM SECTION NON-SMUCRRAL DECORATIVE SHALL HAVE A TOTAL OF (4) SCIEWS EACH. OUTER WINDOW TRIM 2. CSM THE EXatPMR of TME (s) PRE -PUNCHED AXLES N THE TOP OF EACH ENO USED FOR ATTACHMENT OF ME ROLLER SLIDES AND THE (sLES ) PRE -PUNCHED HOIN TIE BOTIOH OF71/4'POLYCARMATE EACH 00 USED FOR ME ATTACHMENT OF THE TOP FOCTURE Cl AND UNLESS NOTED OTHERWISE ON TN3 SPECRCATROM GRAVING. ALL PRE-PUNOHEO HOLES N ALL U -OARS SIAL BE ATTACHED TO THE DOOR gM 1/4-I49S/a• CRYMPnHE SCREWS 1 16 GA U -BARS SHALL BE STAMPED '40- APPROXMATMY s' FROM EACH ENO. AS HANG$ TO GENERAL AT AND CHARM 0 FASENER TYPE NO CAPS NO ON RETAINER. ow CENTER NMCE E AND AOOED ER OPIIOL ICED STRUT IUIGTION METHOD I COLORED PAINT 10 PEO NUMBER 3/6/00 DOER SUPERIMPOSED W PRESSURE LOADS LIPPORTNOCTURE AND WED NOMBOR OF EMM AND CENTER ES REQUIRED fOR TOMER DOOR Blom 5/10/00 COEDIMPACTmOTrCI000R. D MODEL 0100. TEO NOTE a TO E THAT LOUVERS NOT IMPACT LTAHT. 6/0/07 ICOVED JAL® VPDARO TITLE 6LOCKIf6/2SAO 1001520 MO 0605, AND f31G PART NO. I REV. 318960 PTO SINSTICPRESSURERATINGSAF'PROYED 92E0 sc Wayne pE p( 1 t25.001-2&60 SAX N10TIt TEST ( v3&65 -4320 MAX HEIGHT E -B' Dalton. IMPACT C RAZED YES/WO YES IMAX SECTION HEIGHT. 21' ICH GARAGE DOORS MODELS 5120/9100/9605 anaol OF OLeNFAD DOOR CCLAFLORIDAAORSON Pa231. SWI o.-ILBBO WINDLOAD SPECIFICATION OPTION CODE 0230 HANG$ TO GENERAL AT AND CHARM 0 FASENER TYPE NO CAPS NO ON RETAINER. ow CENTER NMCE E AND AOOED ER OPIIOL ICED STRUT IUIGTION METHOD I COLORED PAINT 10 PEO NUMBER 3/6/00 DOER SUPERIMPOSED W PRESSURE LOADS LIPPORTNOCTUREAND WED NOMBOR OF EMM AND CENTER ES REQUIRED fOR TOMER DOOR Blom 5/10/00 COEDIMPACTmOTrCI000R. D MODEL 0100. TEO NOTE a TO E THAT LOUVERS NOT IMPACT LTAHT. 6/0/07 ICOVED JAL® VPDARO TITLE 6LOCKIf6/2SAO 1001520 MO 0605, AND f31G PART NO. I REV. 318960 PTO 14" MAX 12" MAX 12" MAX I I 12"i' MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAW4 d KOOO91'PC 4576 COUNTY ROAD 160 MOUNT MOVE ONTO R PE 77TH3 TX K 117066 PROFESSIONAL ENKIRMYS SEAL PAINVINI *YV FOR VEIVICATION OF s110KOAo OON0TI0=oN OCTAIL& PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE D 13 GA MIN CONTINUOUS WALL ANGLE mr 0:4111121empim" 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 DESIGN PRESSURE CHART MAX RiWIDT9'-0" MAX PSF 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 1 ANGLE 12 FOOT 1ATED 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SURES TO i.00/—SLOO PSF FOR DOOR WIDTHS WOEO 'TEXAS WALL LE' TO 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO iN HD ANCHORS 4/2/07 8/21/07 UPDATED MODELS fE0IN CHARTS. 1ATE0 SPLICE a CUP IEDULES. 9/06/07 POATEO CHARTS TO NATE THE USE OF X19 ACROSS T1u+ E o UPDATED STEEL MING DETAIL T 04/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS UIT VP TO 14' HIGH. 12/11/08 1 UPDATED TITLE ICK 6/2/10 UPDATED TITLE ICK. REMOVED CHART. n/1s/13 UPDATED TITLE ICK. 5/15/17 SHEET 1 OF 2 DRATNNG PART N0, REV. 307494 P11 1pa! pson. OOOR3 3395 ADDISON DRIVE PE" 8 FLORIDA 74- 989032514 TRACK SUPPLEMENT CHART REVISIONS 1 ANGLE 12 FOOT 1ATED 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SURES TO i.00/—SLOO PSF FOR DOOR WIDTHS WOEO 'TEXAS WALL LE' TO 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO iN HD ANCHORS 4/2/07 8/21/07 UPDATED MODELS fE0IN CHARTS. 1ATE0 SPLICE a CUP IEDULES. 9/06/07 POATEO CHARTS TO NATE THE USE OF X19 ACROSS T1u+ E o UPDATED STEEL MING DETAIL T 04/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS UIT VP TO 14' HIGH. 12/11/08 1 UPDATED TITLE ICK 6/2/10 UPDATED TITLE ICK. REMOVED CHART. n/1s/13 UPDATED TITLE ICK. 5/15/17 SHEET 1 OF 2 DRATNNG PART N0, REV. 307494 P11 2 3/4" ft"CH REVISIONS VCLIPS-TEXASEDGEDISTTRWALLANGLE12FOOT UPDATED 2-24 Bpi 6/11/D3I8 E60XX MIN. 1/8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR MIN 3/16" THICK ALL DOOR WIDTHS. STEEL FOR MOUNTING-1 Ag1NGO'CONTINUUOOUS 5/16 x 1-5/8" WAIL ANGLE WALL ANGLE'. ADDED SUBSTRATE MOUNTING LAG SCREW OR DETAIL, CHANGED TO TrrEH NO ANCHORS EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLIP PADDEEDArFORMAT.0 SPF (G=0.42) OR — — AND 6024 WITH OVERLAY BETTER AT EACH 1/4-20x9/16" CUPLE. HOLE OR PAIR OF TRACK BOLT AND CHT 6/'/07 HOLE LOCATIONS 1/4-20 HEX NUT P5 UPDATED YODELS LISTED IN CHARTS UPDATED SPUCE & CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEDULES. DLP 9/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE DDETAIL ORRAINW TINc MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRI 10/m/07 a WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. E B cuP aEPLACED WASHER AT EACH HOLE OR PAIR OF ei'ARo!) A THE HOLE LOCATIONS IN LIEU OF WELDING DLP 10/2+/07 d•. ; P6 UPDATED STEEL MOUNTINGLRYSW Po EXPANDED 1-1/2' TO a •. . 1-3/6• DOOR THICKNESS CHART UP TO 14' MICH. GRT 12/11/08 P10 ADDED MODEL 8700. 3/8" SIMPSON TITEN HD, UPDATED TITLE BLOCK cRT s/2/10 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE P11 UPDATED TITLE 6L000. REMOVED CHART. AT EACH HOLE OR PAIR CRT 11/15/13 OF HOLE LOCATIONS 11I11 I P12UPDATEDTITLE WALL ANGLE\\\ • E J KO Esc 6/15/17 1/4-20x9/16" \\P- ok•. ,• TRACK BOLT AND CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT I Q: P sTRACKCLIP _ * : No. 77945 - u * STATE OF SSS .• 0RIOP••.•'G pHA` 11,11,, Wayne OATS I NAME Dalton" DRAWN 8/21/07 1 GRT 4376 C 1 1fdRW PE4376CIUNIYROADUO f GARAGE DOORS CHECKED SHEET 8/21/07 1 uR8 2 of 2 MOUNT HIPC mw n PE 7n43 rx P[ 117139 l 3395 ADDISON DRIVE DRAWNG PART NO. REV. ftfm6RAl O N's SL PR6%VM VIMC10Nr WWOWA OONSTRRCTO NT•LS. TRACK SUPPLEMENT PE(°;::98890'25" CHART 307494 P11 Wayne Dalton. GARAGE OOORS 3393 ADDISON ORIVE PENSACOLA. FLORIDA 32514 950) 474-9890 SNE J Ko O P•'' ,cErvSF R s No.77945 =_ 0STATE OF 40RIOP YINIMVM Z><6 /y i Sru/) SOVTNERN PPIE 0W1Ang A K=M, PE 13" COUNTY ROAO I" MOUNT NOEL ONG n IC "943 YX PE 117050 PROMOC NAL ENONEEn SEAL PROVDEO OILY FOR VERPIC4710N Of OOLOAD CONsawasOM amm SEE DETAILS 1, Z AND 3 REQUIRED FOR VERTICAL POST REINFORCING 1 _ SYSTEMS. 11A)OMUMSPACING 6' MAIL LOCK 2-3/4' J 2) 3/8• SIMPSON 7TTEN NO SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4•. WAX I MINIMU 2500 I 'OMCRE'IEPS NOTE: MAXIMUM OLLOAD CAPACITY OF 2085 LBS. DOOR WIDTH COC IN TITEM HO SCREW 1-1/1' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 4. DETAIL MINOAUY TI00 P51 CROUT illlfll CMU NOTE` MA)GMUM DESIGN LOAD CAPACITY OF 2400 LBS. P17 UPDATED TITLE BLOCK ESC 6/15/17 MINIMUM tie 03 A: HEADER LOCK SOUTHERN PINE BRACKET LWBER. a• a• V(4) 3/8. VIA. LAG SCREWS WITH1-1 C 0.0. WASHERS. LAG SMALL HAVE A MINIMUM PENETRATION OF 1-9 INTO THE MAIN SUPPORT MEMBER QEIAILI tlNDG MENUNORFRrUCuTLUnAp CAPACITY Of 2430 LBS. SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT ORANANG PART NO. REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 ORan WO9 ux1NTY ROAD IKpMpK. PCa Mor NOPL n Pc 7"43 TX PEC11 ,1Ta6 PKWES90NAL DKIN ER'S SEAL PROVIDED ONLY FOR vmFicAnaN OF WVCC Aa CONSTRUCTION DETALL MIN 2500 PSI CONCRETE um. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3//4' OF SUPPORTING STRUCTURE SHALL MOt EOtE 015 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR INC STRUCTURE r • 3/6• SIMPSON TITEN N0, 2-3/4• MIN EMBED. INN 6• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-2059/16- TRACK BOLT AND 1/4-20 HEX H TRACK dRFM (11NI'AFTF MONNTNC 11FT111 O . No.77945 WZ O' fO'• STAB pF _: l S10NA\- \\\ V MIN 2 x 4 SPF (0.0.42) OR BETTER WALL STUD HM 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 3/16' LAG STUD1 EW OR% 1-9/3 TiT1 1-9/3((2• EL//9E))D 94 CENTER OF JAMB BRACKET LOCATTIION JAMB BRACKET 1 4-208/16• ACX BOLT AND 1/4-20 HEX N TRACK O61F['T nl1Of1 MOLNTINK. OFTAII MAY a2O Re CFR LAC FASTENER JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 6/15/17 ORAWTNG PART N0. REV. 324620 P16 1/2/2018 Florida Building Code Online l'.s + •O` V,iIAi:AJ 0 '' '; i^y%YIG u BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stall BCIS Site Map Links Sear. Fblida Product ApprovalaDrUSER: Public User r Product Approval Menu > Product or Application Search > Application List > Application Detail fY Category• Subcategory r `L r}'SF'• •: Compliance Method r. Application Type s, • Code Version Application Status r•'• Quality Assurance Entity 1, Quality Assurance Contrail Expiration Date r,4• Validated By Comments 4. N• "w'. I.-. Archived Certificate of Independence 6 t ,yrs•.. iy;: ' Product Manufacturer Address/Phone/Email 1 ; ,•t '. r d•1t 1 Authorized Signature 4 Technical Representative r fsjjjyyy''• -'ja Address/Phone/Email b Equivalence of Product Standards Certified By Quality Assurance Representative jr;y+i • • Address/Phone/Email fY Category• Subcategory r `L r}'SF'• •: Compliance Method FL19715-R3 Revision 2017 Approved W Silver Line Building Products Corp. One Silverline Drive North Brunswick, N) 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden Validation Checklist - Hardcopy Received 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 1 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 r. Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contrail Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 1 ; ,•t '. r d•1t 1 4' b Equivalence of Product Standards Certified By FL19715-R3 Revision 2017 Approved W Silver Line Building Products Corp. One Silverline Drive North Brunswick, N) 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden Validation Checklist - Hardcopy Received 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 1 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.ndf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries'2 ng a Hung Txtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.Odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II WD011 SS 2017-06-14.ndf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.r)df Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes B^`k Next• The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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: En®PAR d®- a Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 p TALLATION NOTES. ONE (1) INSTALLATION ANCHOR IS REQUIRED, AT EACH ANCHOR LOCATION I SHOWN. THE NUMBER Of INSTALLATION ANCHORS 0E ICTl0 IS TME MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE UMO. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF J:I/2 INCH THE DEPICTED, LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I.E. WITHOUT CONVOERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3AB INCH. SHIM WHERE SPACE OF U16 INCH OR GREATER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER f. FW INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE 88 WOOD e SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF U A NT j LENGTH TO ACHIEVE 2-1/2 INCH MINIMUM EMBEDMENT INTO WOOD T; SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN, 3AB• EDGE OHSTANCE. rL FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE as SELFTAPPINISCIk OFSUfFIpfMLENGTH ToACHIEVE AMINIMUMOF3 M Al N YIFiLT(SN BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3A8' EDGE DISTANCE d 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE a -IO WOOD, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I-IAIN04 PMINIMUM EMBEDMENT INTO WOOD SUBSTRATE B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO I.r CONCRETE/MASONRY, OR DIRECTLY INTO CONOWWMASONRY, USE 3116 INCJ4 Q( DIAMETER RTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-2/4 INCH MINIMUM EMBEDMENT, INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE IIyVIX DISTANCE. L 9. 7tOUGN fUNIC INSTALLATION: FOR INSTALLATION INTO METAL STUD USE F10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM f O HRtAol.PENETRATION BEYOND METAL WALL. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEEIL AND SIDING. J,11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE AIDE OF I• CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 1 COATING. ti I2. FOR HOLLOW BLOCK AND GROUT FILLEO BLOCK• 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE O MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK. 43. INSTALLATION ANCHORS SHALL BE INSTALLED, IN ACCORDANCE WITH ANCHOR i MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BY INC ANCHOR MANUFACTURER, 14. INSTALLATION ANCHOR CAPACITIES FOR PROOVCFS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES. A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PU I] C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF MOO PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF MOO PSI. Il 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO•ASTM C-90 WITH 1 MINIMUM COMPRESSIVE STRENGTH Of 2000 PSL 1; E.STEEL - MINIMUM YIELD STRENGTH Of 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MR. (0.0476' NH 15 GAUGE). MIN. 1/Z' EDGE DISTANCE. 1 F. ALUMINUM- MINIMUM ALLOY 6063.75. MINIMUM WALL THICKNESS Of 1 l/16'. MIN. 1/2' EOGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MAHUFACTUREO TO COMPLY WITH THE 6TH COITION FLORIDA BUILDING CODE (FOC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. M,MAI WOMA/CSA 101/ISXA440-WW1 2. ADEQUACY OF TINE EXISTING STRUCTURAL CONCRETE/MASONRY. ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED, PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX SUM (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK 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 OEfAJLEO HEREIN, A LICENSED, ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON14NKZ AREAS, IN HVLLZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAAU-0AOE REX OR ANI. S. APPROVED IMPAR PROTECTIVE ITEM K REQUIRED, ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE GTN COITION FIC. WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEO OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASSCHARTS. SEE SHEET G FOR G"NG DETAILS, MAX OVERALL SIZE WIDTH HEIGHTIGH TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L U45TAU ATION 6 GENERAL NOTES 2 - ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAA FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZSNf DETATL MAX OVERALL SIZE WIDTH HEIGHTIGH DESIGN PRESSURE MISSILE IMPACTRATING 36' 94• CIA 35 / •35 PSF NON IMPACT 36' 66' 0/X 50 / •50 PSF NON IMPACT 36' 74' CIA 50 / -50 PSF NON IMPAR 38' 7T O/X 35 / •35 PSF NON IMPACT 44• 62' O/X 50 / 050 PSF NON IMPACT 4B' 7T CIA 35 / -35 P$F NON IMPACT 48' 84' O/X 20 / -20 PSF NON IMPAR 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 83.75 O/X (ORIEL) 35 / -35 PSF NON IMPACT A6' ORIEL) 20 / -20 PSF NON IMPAR72'0/X•O/X 35/-35PSF NON IMPAR72'O/XO/X 35 / -35 PSF NON IMPAR76'O/XO/X 496"0/x 50/.50PSF NON IMPAR76'O/XO/X 50 / -50 PSF NON IMPACT 76'O/XO/X 25 / -25 PSF NON IMPAR 60' 74• O/XO/X 35 / -35 PSF NON IMPAR 96' 74' O/XO/X 30 / -30 PSF NON IMPAR LOB' 62' O/X-C/XO/X 50/ •50 PSF NON IMPACT LOB' 72' O/X-O/X-O/X 50 / •50 PSF NON IMPACT 106' 64' O/X-O/X-O/X 25 / •25 PSF NON IMPACT rSilverLine I Ander w• 1An e4w.ro44N 014 sLLvMv410114 M0.1M s"swIM KJ` w90: NHm«3-35- 00 D I -c' ;z z00; 3:-, 5 XX1' 1' 2 1bz O 01 0'y "fwd 67 Hwff" F. ".w PJi S W 00.0 2 o 101,1SSon 1611 aaN W FL#: FL19715 SHEET; 1 OF 6 MAX HEI6 MAX. FRAME WIDTH 48• etmmF<111 F S Cr 4 02 FRAME RT 96' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH W e E s f 5 4 MAX FRAME HEIGHT 74• F S 4 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL Z90 AM RATINGS. TIAW UNIT CONFIGURATIONS MAX HEIS MAX FRAN HEIGHT 9! MAX FRAME WLDTH 48' ELEVATION SINGLE HUNG ORIEL W W OOw MAY PDAM0 M02 i F S 4 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL Z90 AM RATINGS. TIAW UNIT CONFIGURATIONS MAX HEIS MAX FRAN HEIGHT 9! MAX FRAME WLDTH 48' ELEVATION SINGLE HUNG ORIEL W W OOw MAY PDAM0 s ELEVATION TRIPLE SINGLE HUNG WINDOW SilverUne UArldersen 014 calm" aum io.m.uncwtc., w arxie M pfy.lYil100 0 r 4ll yl m GoJ U. I y2 0002 2 OF 6 10 i s ELEVATION TRIPLE SINGLE HUNG WINDOW SilverUne UArldersen 014 calm" aum io.m.uncwtc., w arxie M pfy.lYil100 0 r 4ll yl m GoJ U. I y2 0002 2 OF 6 10 Ir MAX O.C. r MAX FROM 4 1/r MAX CORNERS I I O.C. 4 v2• N O.C. Elm MAX. FROMF J u• MAX O.C. CORNERS I Ir MAX O.C. r MAX FROM 4 1/r MAX CORNERS I I O.C. 4 v2• N O.C. r MAX FROM Elm CORNERS r MAX FROM CORNERS 2 -MAXIPaTc. .K'ZTS..TW3 FF FROMgSMLK-Nol RM^AX roC T.aIAM. APO 5U CORNERS ANCHOR LAYOUT NAIL AN - SINGLE HUNG WINDOW MAK FROM 20' MAX COO RNERS 0A 6• MAX FROM 20' O.C. L W MAXMFROM L 1 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINOOW 16L 4 112*AXM. 1 1 O.C. ANCHOR LAYOUT WNAILFIN • TWIN SINGLE HUNG NOOW CORNERS 1 MAX 6• MAX FROM CORNERS r MAX --•- —{ FROM 1 r I 6• MAX CORNERS O.C. 6• MA O.0 IMAX I I 6• MAX FROM 1 Fes"-- O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINOOW G•X FROM J 12' MAX. IxCORNERS O.C. 1611 ANCHOR STRAP FROMP/N 50.2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW IVB ANCHOR STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne L,.Ands ren 971Joe+•ooea• aPl' SaW-LIF E Cam PoeT.. uw:calci w orae M (w) os-= Z^ o NZ' z o0c= N S W GLL QQ J L W. vs < Z co W `Z 1• Q.<.m N UA cc UA G z w 9wmeZ & WGa40 C v H o c N N m J O < vJ m H o Z LLJ° C h G GUJw F5 o j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 6• MAX FROM CORNERS r MAX --•- —{ FROM 1 r I 6• MAX CORNERS O.C. 6• MA O.0 IMAX I I 6• MAX FROM 1 Fes"-- O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINOOW G•X FROM J 12' MAX. IxCORNERS O.C. 1611 ANCHOR STRAP FROMP/N 50.2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW IVB ANCHOR STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne L,.Ands ren 971Joe+•ooea• aPl' SaW-LIF E Cam PoeT.. uw:calci w orae M (w) os-= Z^ o NZ' z o0c= N S W GLL QQ J L W. vs < Z co W `Z 1• Q.<.m N UA cc UA G z w 9wmeZ & WGa40 C v H o c N N m J O < vJ m H o Z LLJ° C h G GUJw F5 o j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 ANCHOR STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne L,.Ands ren 971Joe+•ooea• aPl' SaW-LIF E Cam PoeT.. uw:calci w orae M (w) os-= Z^ o NZ' z o0c= N S W GLL QQ J L W. vs < Z co W `Z 1• Q.<.m N UA cc UA G z w 9wmeZ & WGa40 C v H o c N N m J O < vJ m H o Z LLJ° C h G GUJw F5 o j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 CONCRETE/ MASONRY 11/2' MIN. BY OTHERS EMBEDMENT SIlverndelne CAULK BETWEEN t sen CONCRETE/ MASONRY 6 ZX ..... WOOD BUCK BY OTHERS s 2X W000 BUCK BY OTHERS ... ; SEE SHEET 6FOR CONNECTION DETAILS.. ....... 3/8'MIN. oc:avtaurtarvc rloaT+ W[K W o oo: f ED" DIST. 9 WOOD SCREW INSTALLATION ANCHOR rltl u.uoo 3p G i y SEXTERIBYOFTTHHERS_ i/4• 1/4' MAX MIN.3/$'EDGE DISTANCE MAX. a. PERIMETER , SHIM SPACESEALAN SHIM SPACE S2 a n 3 Q v UNIT BY OTHERS \ / SASH REINFORCING W j o v cHEIGHTEXTERIORINTERIORSEESHEET6FORREQUIREMENTSMIN. 3 THREADS amu' _ ^ W r o m SEE 6LAIING ' pETAILSHEET6 PENETRATION BEYOND METAL STRUCTURE j < W VI cWc m W c z S0.Q' SELF• TAPPING DETAIL SHESEE ET6 INTERIOR 8 GR. 5 SCREW q dINSTALLATIONANCHOR aMETALSTUDBYOTHERS, SEE SHEET 1 INSTALLATION g VERTICAL SECTION NOTE 14 m Q MEAD-2%WOOD BUCK EXTERIOR FINISH NAIL iW BY OTHERS W SEE GLAZING EXTERIOR PERIMETER SEALANT O op OETAM, SHEET 6 BY OTHERS f•-i O O.A. v EXTERIOR INTERIOR WIDTH u- ZOO.A. • UNIT HEIGHT Wp W PEI T l C HORIZONTAL SECTIONSEALANT BY OTHERS 1/4' MAX. 4 JAMB • METAL STUD EXTERIOR FINISH SHIM SPACE NAIL FIN BY OTHERS 77 fJ8 W000 SCREW 6 INSTAL.LATIONANCHOR X W000 BUCK BY OTHERS 3/8' MIN. EWDIST. tij . S SEE SHEET 6 FO ° CONNECTION DETAILS p' a F TZ :' 3 d CAULK BETWEEN CONCRETE/ MASONRY Pa.ii ONCRETE/ MASONRY 6 ZX I J/r MIN. BY OTHERS I J I I1 WOOD BUCK BY OTHERS EMBEDMENT u> m N Z t x j q VERTICAL SECTION po p 2 NZ 4 slu - 2X w000 eucx o5NAILFIN W OQ0 2 SHEET: 4 OF L 30 WOOD SCREW-, INSTALLATION ANCHOR CONCRETE/ MASONRY + . BY OTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS ".'.'........ TEXTERIORFINISH PERIMETER SEALANT _ BY OTHERS O.A. EXTERIOR UNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 3/4' MIN. EDGE OISTANCE 2X WOOD BUCK/STUD BY OTHERS EE SHEET 6 FOR V4• MX.A CONNECTION DETAILS SHIM SPACE a SASH REINFORCING 4 SEE SHEET 6 FOR REQUIREMENTS 5EE GLAZING 11/2' Milt' OETAIR• SHEET 6 EMBEDMENT INTERIOR F 1/4'MAX. SHIM SPACE INTERIOR E1 VERTICAL SECTION HEAD -2X WOODBUO( THROUGH FRAME SEE 6LA23W DETAIL. SHEET 6 EXTERIOR INTERIOR ANCH TRIPLE EXTERIOR FINISH \ BY OTHERS a PRECAST SIU BY OTHERS 3/16' ITW TAPCON . INSTALLATION ANCHOR a • 1`3/4' MIN. ° . EDGE DISTANCE VERTICAL SECTION S ETSIM-CONCRE/MASONRY THROUGH FRAME EXTERIOR 0A UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 tIMETER SEALANT OTHERS HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUO OR APPROVED MULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDED 2.0000- 2 0000TOACCOMOOATE014DIA. 0.500 0.0620 0. ) CET I L Tv 0.7500(2)l13.0000(2) 6,0000 INSTALLATION ANCHORS 1 I/V MIN. FROM ANCHOR STRAP TO EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. 5EE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1.1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF-DRML.D G SCREWS, 6R, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE OISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEOMENT, MIN. 1' EDGE DISTANCE. SilverLine Iw jndeis+ K's ruoc ra•0000• oa ea.[aat aln mmr 86vN6WIR W OMat 2^ 83 v p ~7. t'8 z O M n -m W C l!1W V y m m W o NZ a DWG tt: SWD002 SHEET: 5 OF 6 OR STRAP. AT TWIN 6 CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT P/N SO -2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ . TERPERIMESEALA By OTHERS 1/4' MAX. SHIM SPA I EXTERIOR FINISH \ BY OTHERS a PRECAST SIU BY OTHERS 3/16' ITW TAPCON . INSTALLATION ANCHOR a • 1`3/4' MIN. ° . EDGE DISTANCE VERTICAL SECTION S ETSIM-CONCRE/MASONRY THROUGH FRAME EXTERIOR 0A UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 tIMETER SEALANT OTHERS HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUO OR APPROVED MULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDED 2.0000- 2 0000TOACCOMOOATE014DIA. 0.500 0.0620 0. ) CET I L Tv 0.7500(2)l13.0000(2) 6,0000 INSTALLATION ANCHORS 1 I/V MIN. FROM ANCHOR STRAP TO EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. 5EE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1.1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF-DRML.D G SCREWS, 6R, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE OISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEOMENT, MIN. 1' EDGE DISTANCE. SilverLine Iw jndeis+ K's ruoc ra•0000• oa ea.[aat aln mmr 86vN6WIR W OMat 2^ 83 v p ~7. t'8 z O M n -m W C l!1W V y m m W o NZ a DWG tt: SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCD46 SEE BELOW FOR ft -INF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULUON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATIN6S: 48 X 72, (O/X), OE5IGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (0/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-0/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-0/X-0/X), DESIGN PRESSURE •/-50 PSF 1 r - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINSS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 1300 . GLASS LOAD RESISTANCE. SilverVn2 6./nQersw 44y'4.4404• G4 bmwftlw art TM M.»us.aoo GLAZING DETAIL 1 NOTE, L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN t• MIN. CENTER To CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 75 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS l6• MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 11/4' MIN. EMBEDMENT;j 1 i/2• MIN. EDGE DISTANCE r MM EDGE \ DISTANCE ` Co NCRE1'E/ MASONRY BY OTHERS 8VCK INSTALLATION DETAIL w c i P fil l$ , co 3 0 ow6 4: SW0002 SHEET: 6 OF 6 51$'OA. I.G. GLASS d Yt lam 3 s o Q Z ^ 4• '•' t i ^ Z QX N pEXTERIOR // INTERIOR i No.. G v i is I O W M m C! < m 1\ MIN. GLASS BITE 1/rO W 7 C d? j G` Szco 1/8' SETTING BLOCK F' 3 W a GLAZING DETAIL 1 NOTE, L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN t• MIN. CENTER To CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 75 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS l6• MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 11/4' MIN. EMBEDMENT;j 1 i/2• MIN. EDGE DISTANCE r MM EDGE \ DISTANCE ` Co NCRE1'E/ MASONRY BY OTHERS 8VCK INSTALLATION DETAIL w c i P fil l$ , co 3 0 ow6 4: SW0002 SHEET: 6 OF 6 J BUILDING DROPS A\\) 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 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21.54:09 -04'00' F. 0. 7 1Z._ o• TT = s'ONA1- Hermes o, P.E. Florida No. 73778 BUILDING DROPS A\\) 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 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6`" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\) A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 89241.01-109-47 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/HaIIMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4